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14070105CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10040 CARMEN RD CONTRACTOR: MCA REMODELING PERMIT NO: 14070105 OWNER'S NAME: FRANK YASHAR 3676 ENTERPRISE AVE DATE ISSUED: 07/23/2014 OWNER'S PHONE: 4088910252 HAYWARD, CA 94545 PHONE NO: (408) 476 -8773 LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL COMMERCIAL E] CONSTRUCT (N) ALUMINIUM PATIO COVER (555 S.F.) � 9 $'A License Class Lic. # eQkVU_4 ' Contractor P0(j?— at. I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self - insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft Floor Area: Q 5500 ?, L Valuation: $7500 have and will maintain Worker's Compensation Insurance, as provided for by v 0 APN Number: Occupancy Type: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. APPLICANT CERTIFICATION I certify that I have read this application and state that the above information is PERMIT EXPIRES IF WORK IS NOT STARTED correct. I agree to comply with all city and county ordinances and state laws relating WITHIN 180 DAYS OF PERMIT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 180 DA D INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the Z3 granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9 18. RE- ROOFS: Signature Date All roofs shall be inspected prior to any roofing material being installed. If a roof is installed without first obtaining an inspection, I agree to remove all new materials for inspection. ❑ OWNER- BUILDER DECLARATION Signature of Applicant: Date. I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous I have and will maintain a Certificate of Consent to self - insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 25505, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this Owner or authorized agent: Date:% permit is issued. I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's CONSTRUCTION LENDING AGENCY Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C ) Lender's Name APPLICANT CERTIFICATION Lender's Address I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9 18. Signature Date CUPERTINO 46 CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT. DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 (408) 777 -3228 • FAX (408) 777 -3333 • buildinaCa?cuoertino.ora r-"1 m r.rr_tn ntr� 'tw(_UINJ1KUl -11V1� ...... L vhLL PROJE2AJDD R S T C O o� Q Q C%T IA uV OWNE ?9/ Z5 � O E-MAIL S DRESS C A I FAX I //JJT� CONTACT y N E-MAIL / /U4 STREET 2DRESS C�A ATE, ZIP ^ FAX ❑ OTHER ❑ 0\Vt ER- BIIIIDIIt ❑ OWhERAGENT ❑ CONMILACTOR ❑ CONTR4CTORRA'G= Ir ❑ ARC IITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT COrF /� /OR NAME �� I LIC 'S I LICEITSF%JJ! PE �� BUS. LIC 0 COMPANY NAME E -MAIL STREU ADDRESS b CT'S STATE, ZI EERNA\E LICENSEN4ER ARCHITECT�GtT I I BUS. LIC: COMPANY NAME E -MAIL FAX STREET ADDRESS CITY, STATE, ZIP' I PHONE DIP QNE woRx EZR iw EXISTING USE ( PROPOSED USE CONSTR TYPE I r STORIES USE TYPE OCC. SQ.FT. VALUATION (S) EXISTG NEW FLOOR DEr40 TOTAL AREA AREA AREA NET AREA BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK /PORCH AREA GARAGE AREA: DETACH [3ATTACH 4'D\ ITLLING UNITS: IS A SECOND UATr El YES SECOND STORY ❑YES l BEING ADDED? E] NO ADDITION? E]NO - i' R�- A- PPL3E4TdON-- 8- 1'- ES— Itom'- ES, -P-RO ELDP�LOF BLDG A_M1' YES ON: PLA.'�'hTNGAPPLR ❑NO PLANT�GAPPROVALLETrF�t I EICHLERHOME? ❑ Z500 , By my signature below, I certify to each of the following: I am the property owner or authorized agen o act on the pert), owner's behalf. I have read this application and the information I have provided is c e . I have read the Description of Work and veri accurate. I agree to comply with all applicable local ordinances and state Lugs relating to building con4f6ctih. I authorize representatives of Cupertino to enter the above - identified property for inspection purposes. Signature of Applicant/Agent: Date: SUPPLEMENTAL INTFOfLMATI0N REQUIRED +eL�T.3sci�cxT1�E� R. k'.�vt5 � , © C DID. New SFD or Multifamily d\�ellings: Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building;, ge MN permit for new building. �`- EPRESS� x Dig �-- pi AI.I\orLn�tE z 3 F Bldgs: Provide a completed Hazardous Materials Disclosure �sr ARD �uBLIC �voxrts� _Commercial form if any Hazardous Materials are being used as part of this project.x� �_. to _ Co of Planning Approval Letter or Meeting with Planning prior PY PP submittal of Building Permit application.g a —; o X� ni. -A7zz s WR7Q1 z�Rrcz _ _- ;'y BldgApp_201 1. doc revised 06121111 CITY OF CUPERTINO FEE ESTIMATOR – BUILDING DIVISION ADDRESS: 10040 CARMEN RD I DATE: 07/23/2014 REVIEWED BY: MELISSA APN: 326 50 083 BP #: *VALUATION: $7,500 xPERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY SFD or Du lex p i�iIE'T' y ic'C. r7'S�.?. Lj PENTAMATION 1 R3SFDADD PERMIT TYPE: i USE: 0.0 hrs $0.00 PME Plan Check: WORK CONSTRUCT N ALUMINIUM PATIO COVER 555 S.F. SCOPE Permit Fee: ff •- --• - FEE PITdt lb, MU'l { hck .f. 1,11cc, Pid i..1i'_�G?: 7- .r. P>svuiL Fee: Plumb. Permit Fee. Plan Check Fee: ot,j f r Plumb /M3r7, i�iIE'T' y ic'C. r7'S�.?. Lj Suppl. PC Fee: (j) Reg. 0 OT 0.0 NOTE: This estimate does not include fees due to other Departments (i.e. Punning, runic works, fire, Sun{LUry fewer LL3L1-LGL, J1.rfuw n _ Tz 6.. -11 ., A. ,,, �� ;�.,;L, ..,. iLainrr»nlin» nvni]nbta QNd Q6O ONIV QN [?Stlmate Contact the Dent for addn'l info. /16311-tcl, eLl.. Z. ! /L ese I.E. NrG VaL+)cu vc ,.wc. ...o.••w.rw. FEE ITEMS (Fee Resolution 11 -053 Ef . 711113) •- --• - FEE - - - - -- - - - - -- - -- - QTY /FEE - MISC ITEMS Plan Check Fee: $0.00 F-555-1 s.f. Patio Cover / Sun Room $1,290.00 1PATIOMETA Metal Suppl. PC Fee: (j) Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 Permit Fee: $0.00 Suppl. Insp. Fee: Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 .-.ii ee 0 E) Work Without Permit? 0 Yes No $0.00 Advanced Planning, Fee: $0.00 Select a Non - Residential Building or Structure G 0 � Strong, Motion Fee: IBSEISMICR $0.98 Select an Administrative Item Bid Stds Commission Fee: IBCBSC $1.00 ;- t�UALS ya $1.98 $1 12 90-00" TOTAL FEE: $1,291.98 Revised: 07/10/2014 CUPERTINO Address SMOKE / CARBON MONOXIDE ALARMS OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014 -3255 (408) 777 -3228 • FAX (408) 777 -3333 • building(@.cupertino.org o 8 yo Car rnen R J ILIC)l agaS z PURPOSE This affidavit is a self- certification for the installation of all required Smoke and Carbon Monoxide Alarms for compliance with 2013 CRC Section R314,2013 CBC Sections 420.6 and 907.2.11.2 where no interior access for inspections are required. GENERAL INFORMATION Existing single- family and multi- family dwellings shall be provided with Smoke Alarms and Carbon Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds $1000.00, CRC Section R314 and CBC Sections 907.2.11.5 and 420.6 require that Smoke Alarms and /or Carbon Monoxide Alarms be installed in the following locations: AREA SMOKE ALARM CO ALARM Outside of each separate sleeping area in the immediate vicinity of the bedroom(s) X X On every level of a dwelling unit including basements X X Within each sleeping room X Carbon Monoxide alarms are not required in dwellings which do not contain fuel- burning appliances and that do not have an attached garage. Carbon monoxide alarms combined with smoke alarms shall comply with CBC Section 420.6 and shall be approved by the Office of the State Fire Marshal. Power Supply: h-t dwelling units with no commercial power supply, alarm(s) may be solely battery operated. In existing dwelling units, alarms are permitted to be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl space. Refer to CRC Section R314 and CBC Sections 907.2.11.4 and 420.6.2. An electrical permit is required for alarms which must be connected to the building wiring. As owner of the above - referenced property, I hereby certify that the alarm(s) referenced above has/have been installed in accordance with the manufacturer's instructions and in compliance with the California Building and California Residential Codes. The alarms have been tested and are operational, as of the date signed below. h d d ree to ---- 1 with the terms and conditions of this statement 1 ave rea Owner (or Owner Agent's) Name: an ag y �... �. �..... rit/4A%V /q;f %i�� Si nature ......... ............... ........ ............................ ........ ............................... Date: Contractor Name: h(Ps Pe�+ &LV q �� Lic.# �...7....�."....... Date: %........ Si natur ... ............ ..... ............................ .. ...1..... ... ....1. U Smoke and COform.doc revised 03118114 2 , x-25 <-,- I ID 6A I AtofwL-,I. 4* Z-1 kty 0 5 1 Aw m I r, " pern o C(,kfe1q" �--- — 2< 10 U-5 x1, I'll m M (DM b cD -n a 0 OD r — OD n:3 Car r.111. I w. 370 METALS BUILDING PRODUCTS PATIO COVER, CARPORT AND COMMERCIAL STRUCTURE ENGINEERING (2012 IBC) PAGES DRAWING SECTION DESCRIPTION 1 MUSAGN01.DWG GENERAL NOTES AND TRIBUTARY WIDTH DIAGRAM 1 GENERAL NOTES AND PROFESSIONAL ENGINEERING STAMPS LATTICE COVER COMPONENTS AND CONNECTION DETAILS 1 PAGE LAT01.DWG STRUCTURAL CONFIGURATIONS 4 PAGES LAT02.DWG COMPONENTS /CONNECTION DETAILS LAT03. DWG LAT04. DWG LAT05.DWG DbLj� Cpcmb/\� 4V 4 PAGES LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 6 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN NORMAL WIND AREAS 6 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN HIGH MPH WIND AREAS SOLID COVER COMPONENTS AND CONNECTION DETAILS 11 PAGES MUSA01.DWG MUSA01 b.DWG MUSA02.DWG MUSA03.DWG MUSA04.DWG MUSA05.DWG MUSA06.DWG MUSA07.DWG MUSA08.DWG MUSA09.DWG MUSA10.DWG 6 PAGES .e 28 PAGES 2 PAGES Misc1 a, Misc1 b 1 PAGE Misc2 1 PAGE Misc3 1 PAGE Misc4 2 PAGES Misc5 1 PAGE Misc6 1 PAGE Misc7 1 PAGE Misc8 STRUCTURAL CONFIGURATIONS STRUCTURAL CONFIGURATIONS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS COMPONENTS /CONNECTION DETAILS 4.0 PANEL SPANS FOR PATIO, CARPORT AND COMMERCIAL STRUCTURES 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS 7.0 MISC DETAILS 7.0 FAN BEAM DETAILS FEB 24 2014 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 CONCRETE FOOTING OPTIONS 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES 7.0 STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS CUPERTINO Building Department 'JUL 2 - 2014 REVIEWED FOR CODE COMPLIANCE Reviewed By. February 24, 2014 TRIBUTARY WIDTH DIAGRAM General Notes PROJECTION TRIB WIDTH TRIBUTARY WIDTH 1. Structural design per the 2012 International Building Code basic load combinations described in Section 1605.3.1 and no increases are permitted for resisting wind or seismic forces. Aluminum design in accordance with the 2010 edition of the Aluminum Associations's specifications and Chapter 20 of the IBC. Patio Covers as defined in IBC Appendix I shall be used only for recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable rooms. Commercial Covers may be used for these purposes. Carports must have at least two opens sides and have floor surfaces made of approved noncombustible material or asphalt. 2. At least one horizontal dimension (projection or width) of cover shall be less than 30'. 3. Concrete mix: Fc = 2500, 3000 or 3500 psi at 28 days in negligible, moderate and severe conditions as shown in Figure 1904.2 of the 2012 IBC. Patio structures may be attached to concrete slab without footings when the post load is 750 Ibf or less and the frost depth is zero. Concrete shall be set back a minimum of 4" from edge or expansion joint of a slab. Posts attached on slab will conform to Details LA35, MU 100 or MU 102. 4. Each application shall show a complete plot plan of the property and buildings. Circle the post spacing, span, etc., in the tables that fit that particular job. 5. Each installation shall bear an identifying decal giving the name and address of mfgr., live or snow load, design wind speed and exposure and ICC ESR number. 6. Light gauge steel shall be per ASTM A653 unless otherwise specified. Grade will be specified under individual details. Thickness is bare steel. Negative thickness tolerance is -5%. 7. Alternate alum. alloys may be substituted for those specified provided they are referenced in the 2010 ADM with equal or greater guaranteed minimum properties (Ftu, Fty, Fcy and E). Thickness indicated is bare metal and negative tolerance must comply with ANSI H35.2. 3004 H24 may be subsituted for 3004 H34. 8. Lag screws shall be placed in holes prebored 70% diam. For concrete block construction, place masonry anchors as per the installation instructions. 9. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under sidewalk. 10. Structures may not be enclosed unless additional engineering is provided or by approval of the local building authority. 11. A geotechnical investigation is not necessary unless required by 1803.2 of the 2012 IBC. Soil is assumed to be Class 5 of Table 1806.2 of the 2012 IBC. Bearing 1500 psf vent., 100 psf /ft. horiz and doubled as per 1806.3.4. These design values do not apply to mud, organic silts, organic clays, peat or unprepared fills and may require further soil investigation. The building official may assign a load bearing capacity. Units in a snow load area of 25 psf or less may be built on 1000 psf bearing soil w/o additional engineering. Minimum footing depth is the local frost depth. ICC ESR 1953 (2012 IBC) 2124/2014 12. The roof panels shall have a slope between 0.25" and 1" per foot. 13. All steel shall be galvanized ASTM A -653 G90, A123 G45 or A153 B -3, painted ASTM A755 or use an approved coating complying with IBC section 2203.2. Paint inside of all embedded posts from the bottom to 12" above grade. Where aluminum is in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials, likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise seperated in accordance with the Aluminum Design Manual Section M.7. 14. Wind velocity and Ground Snow /Live load are identified in all of the relevant tables. Roof snow loads have been determined in accordance with ASCE7 -10 Section 7.3. Ct =1.2, I = 1.0, Ce =1.0 (All exposures except B and C when located tight among conifers) Ground Snow LoadApplied Roof Load 10 psf 10 psf LIVE OR GROUND SNOW 20 psf 20 psf LIVE OR GROUND SNOW 25 psf 21 psf DESIGN ROOF SNOW LOAD 30 psf 25.2 psf DESIGN ROOF SNOW LOAD 40 psf 33.6 psf DESIGN ROOF SNOW LOAD 60 psf 50.4 psf DESIGN ROOF SNOW LOAD WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7 -10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNB ICE AND OTHER) DO NOT. �ypFESSIp SEISMIC LOADING: MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) Ss >150% ARE NOT REQUIRED AS PER ASCE7 -10 12.8.1.3 v A S1 NOT APPLICABLE TO THESE STRUCTURES J 8 I x SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS EMBEDDED INTO FOOTINGS = ORDINARY STEEL MOMENT FRAME > _ s9 OF AIF���\P POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R = 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE FEB 24 2014 These roofs are not subject to maintainance workers and have not been evaluated for a 300 Ibf concentrated load. Maximum mean roof height of existing structure for attached units is 30'. 15. The width of single span attached solid cover structures.must be at least 100% of the projection. 16. Multiple span units are allowed. 17. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A -D up to the maximum Ss noted in General Note #14. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 18. All aluminum and steel solid panels are class A fire rated as indicated in IBC Section 1505.2 Exception #2. 19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance with ICC ESR -1976, ESR -2196 or equivalent and use head diameters equal to #8=16 ", #10= 2 ", #12=32" and #14 =2" or steel washers with similar diameters. All bolts are ASTM A307. All wood screws must comply with ANSI /ASME Standard 1318.6.1 and AF &PA NDS -05 11.1.4. All lag screws must comply with ANSI /ASME B1 8.2.1 and AF &PA NDS 11.1.3. All washers are ASTM F844 w/ Dimensions complying with ASME 1318.22.1 Type A. Steel nuts to be ASTM A563. The minimum washer diameter for bolted connections is 1 ". All fasteners will have a minimum edge distanc of 2x the fastener diameter. 20. Header splice shall not be located nearer to the end of the structure than the first interior post. 21. Wood used in connections shall be protected from weather as per IBC Section 1403.2 and /or 1503, whichever is more stringent. 22. Sliding snow is beyond the scope of this report. Drifting snow is covered under Detail M2. 23. All multispan tablesgeufroNgual spans within 20 %. All specifications must be based on the longest actual span. Revisions rmu.jr-t- 1 curt TRIB WIDTH TRIB WIDTH TRIBUTARY WIDTH e Rename MUSAGN0I.DWG Seale Page / EXISTING STRUCTURE OVERHANG i'lillt'il [: p.', GI (til'i E,7 C'14 r 3 G1 _ F- J � H R Q. 00 TRIBUTARY WIDTH DIAGRAM General Notes PROJECTION TRIB WIDTH TRIBUTARY WIDTH 1. Structural design per the 2012 International Building Code basic load combinations described in Section 1605.3.1 and no increases are permitted for resisting wind or seismic forces. Aluminum design in accordance with the 2010 edition of the Aluminum Associations's specifications and Chapter 20 of the IBC. Patio Covers as defined in IBC Appendix I shall be used only for recreational, outdoor living purposes and not as carports, garages, storage rooms or habitable rooms. Commercial Covers may be used for these purposes. Carports must have at least two opens sides and have floor surfaces made of approved noncombustible material or asphalt. 2. At least one horizontal dimension (projection or width) of cover shall be less than 30'. 3. Concrete mix: Fc = 2500, 3000 or 3500 psi at 28 days in negligible, moderate and severe conditions as shown in Figure 1904.2 of the 2012 IBC. Patio structures may be attached to concrete slab without footings when the post load is 750 Ibf or less and the frost depth is zero. Concrete shall be set back a minimum of 4" from edge or expansion joint of a slab. Posts attached on slab will conform to Details LA35, MU 100 or MU 102. 4. Each application shall show a complete plot plan of the property and buildings. Circle the post spacing, span, etc., in the tables that fit that particular job. 5. Each installation shall bear an identifying decal giving the name and address of mfgr., live or snow load, design wind speed and exposure and ICC ESR number. 6. Light gauge steel shall be per ASTM A653 unless otherwise specified. Grade will be specified under individual details. Thickness is bare steel. Negative thickness tolerance is -5%. 7. Alternate alum. alloys may be substituted for those specified provided they are referenced in the 2010 ADM with equal or greater guaranteed minimum properties (Ftu, Fty, Fcy and E). Thickness indicated is bare metal and negative tolerance must comply with ANSI H35.2. 3004 H24 may be subsituted for 3004 H34. 8. Lag screws shall be placed in holes prebored 70% diam. For concrete block construction, place masonry anchors as per the installation instructions. 9. Drainage which otherwise would go over a public sidewalk shall be collected and diverted under sidewalk. 10. Structures may not be enclosed unless additional engineering is provided or by approval of the local building authority. 11. A geotechnical investigation is not necessary unless required by 1803.2 of the 2012 IBC. Soil is assumed to be Class 5 of Table 1806.2 of the 2012 IBC. Bearing 1500 psf vent., 100 psf /ft. horiz and doubled as per 1806.3.4. These design values do not apply to mud, organic silts, organic clays, peat or unprepared fills and may require further soil investigation. The building official may assign a load bearing capacity. Units in a snow load area of 25 psf or less may be built on 1000 psf bearing soil w/o additional engineering. Minimum footing depth is the local frost depth. ICC ESR 1953 (2012 IBC) 2124/2014 12. The roof panels shall have a slope between 0.25" and 1" per foot. 13. All steel shall be galvanized ASTM A -653 G90, A123 G45 or A153 B -3, painted ASTM A755 or use an approved coating complying with IBC section 2203.2. Paint inside of all embedded posts from the bottom to 12" above grade. Where aluminum is in contact with dissimilar metals (other than stainless, aluminized or galvanized steel) or absorbent building materials, likely to be continuously or intermittently wet, the faying surfaces shall be painted or otherwise seperated in accordance with the Aluminum Design Manual Section M.7. 14. Wind velocity and Ground Snow /Live load are identified in all of the relevant tables. Roof snow loads have been determined in accordance with ASCE7 -10 Section 7.3. Ct =1.2, I = 1.0, Ce =1.0 (All exposures except B and C when located tight among conifers) Ground Snow LoadApplied Roof Load 10 psf 10 psf LIVE OR GROUND SNOW 20 psf 20 psf LIVE OR GROUND SNOW 25 psf 21 psf DESIGN ROOF SNOW LOAD 30 psf 25.2 psf DESIGN ROOF SNOW LOAD 40 psf 33.6 psf DESIGN ROOF SNOW LOAD 60 psf 50.4 psf DESIGN ROOF SNOW LOAD WIND SPEEDS IN THE 2012 IBC ARE "ULTIMATE DESIGN WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FROM "ULTIMATE DESIGN WIND SPEEDS" FOR RISK CATEGORY II. FOR ATTACHED STRUCTURES THE MAXIMUM MEAN ROOF HEIGHT OF THE EXISTING STRUCTURE IS 30'. Kzt WAS ASSUMED AS 1.0 FOR ALL WIND LOADS. SITE LOCATIONS REQUIRING A HIGHER Kzt VALUE (ISOLATED HILLS, RIDGES, ESCARPMENTS) WILL REQUIRE HIGHER WIND LOADS AS PER ASCE7 -10 SECTION 26.8 AND ARE OUTSIDE THE SCOPE OF THIS REPORT. NOTE: EXPOSURE B: SHALL APPLY WHEN THE GROUND SURFACE ROUGHNESS CATEGORY B (URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN W/ NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF A SINGLE FAMILY DWELLING OR LARGER) PREVAILS IN THE UPWIND DIRECTION FOR A DISTANCE OF AT LEAST 1500 FT. EXPOSURE C: SHALL APPLY WHEN EXPOSURE B AND D (SMOOTH MUD FLATS, SALT FLATS, UNB ICE AND OTHER) DO NOT. �ypFESSIp SEISMIC LOADING: MAXIMUM Ss = 150% SHOWN IN 2012 IBC FIGURE 1613.3.1(1) Ss >150% ARE NOT REQUIRED AS PER ASCE7 -10 12.8.1.3 v A S1 NOT APPLICABLE TO THESE STRUCTURES J 8 I x SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS EMBEDDED INTO FOOTINGS = ORDINARY STEEL MOMENT FRAME > _ s9 OF AIF���\P POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R = 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE FEB 24 2014 These roofs are not subject to maintainance workers and have not been evaluated for a 300 Ibf concentrated load. Maximum mean roof height of existing structure for attached units is 30'. 15. The width of single span attached solid cover structures.must be at least 100% of the projection. 16. Multiple span units are allowed. 17. All structures must comply with one of the following: a. All structures with a roof snow load of 30 psf or less may be built in Seismic Design Category (SDC) A -D up to the maximum Ss noted in General Note #14. b. Structures with flat roof design snow loads over 30 psf complying with IBC Section 1613.1 Exception #1 do not require additional seismic analysis. c. Structures not complying with (a) or (b) require additional engineering seismic analysis. 18. All aluminum and steel solid panels are class A fire rated as indicated in IBC Section 1505.2 Exception #2. 19. All screws are self drilling (SDS) or sheet metal (SMS) and in conformance with ICC ESR -1976, ESR -2196 or equivalent and use head diameters equal to #8=16 ", #10= 2 ", #12=32" and #14 =2" or steel washers with similar diameters. All bolts are ASTM A307. All wood screws must comply with ANSI /ASME Standard 1318.6.1 and AF &PA NDS -05 11.1.4. All lag screws must comply with ANSI /ASME B1 8.2.1 and AF &PA NDS 11.1.3. All washers are ASTM F844 w/ Dimensions complying with ASME 1318.22.1 Type A. Steel nuts to be ASTM A563. The minimum washer diameter for bolted connections is 1 ". All fasteners will have a minimum edge distanc of 2x the fastener diameter. 20. Header splice shall not be located nearer to the end of the structure than the first interior post. 21. Wood used in connections shall be protected from weather as per IBC Section 1403.2 and /or 1503, whichever is more stringent. 22. Sliding snow is beyond the scope of this report. Drifting snow is covered under Detail M2. 23. All multispan tablesgeufroNgual spans within 20 %. All specifications must be based on the longest actual span. Revisions ck By CMP F e Rename MUSAGN0I.DWG Seale Page / METALS i'lillt'il [: p.', GI (til'i E,7 C'14 r 3 G1 _ F- J � H R Q. 00 r., Q Z CD Rw i W F Y M W O kD v)> o in �o -� woo D X: nx.. Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET wn Br CMP ck By CMP F e Rename MUSAGN0I.DWG Seale Page / 24. When a single span attached unit is attached to a wooden deck, the maximum dead load + live /snow load from the wOV MIS.VO ••A� CARD��'' patio cover is 750 Ibs and the post spacing shall not exceed that specified for attaching to a concrete slab. The +C p� ••';ySSlp•• �?� '« jS c31s n : "i- maximum connection uplift load is 1162 Ibs for 115 mph wind speed Exposure C. Connections are for maximum patio � CARAQQOF �.9 �4GO. oF�SSIppAt +f ;�, roof heights of 12' above grade. The existing deck structure must be adequate to sustain these additional loads. The PUTT M ? � SAL structurakl adequacy of the deck to safely sustain these additional loads will require aproval by the loacal building ,r 3 3 authority or additional engineering. See Detail M1. Construction outside of these parameters may require additional ty�MgER W engineering. •d� ' p 20p�031986 y E07� 25. This entire engineering package will not be required for most building permits. Submission for a building permit must 1. P .`• ~' f FAN p jsi ,� Include: 3'! 1. ,tF,F���►, `�jrlllflJfj a. GENERAL NOTES (MUSAGNO1.DWG) ^' ~` �' • ' b. STRUCTURAL CONFIGURATIONS (LAT01 or MUSA01) �••, .�`H c. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES (FOR SOLID COVERS) OR �5w "FES ARa'; k BOTH (FOR COMBINATION STRUCTURES) �, , / %C'n�• ',t ?� ;y�o� S� �y �tiM.PurN d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOADS. `` , " ij C ! f";� 01 a. w,�sy ►i c� e. ALL APPROPRIATE DETAILS z f. OTHER DOCUMENT I N REQUIRED BY LOCAL BUILDING AUTHORITY. 26. Sheet M6 provides in mauo to determine the load that will be resisted by existing structure. N of Mq "�r' r � ,y µ ? 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J DETAIL LA36 e J e' MIN 3.5" CONCRETE SLAB REQUIRED FOR CONSTRAINED FOOTINGS LA Q Ol J FREESTANDING LATTICE COVER 0.042 "x3 "x8" ALUMINUM BEAM 12, 14 OR 16 GA BY 3 "X8" STEEL C —BEAM DOUBLE 0.040 "X2 "X6.5" ALUMINUM BEAM DOUBLE 0.042 "X3 "X8" ALUMINUM BEAM / \ LATTICE TUBES 36' MAX SPACING 0.042 "x3 "x8" ALUMINUM BEAM 12, 14 OR 16 GA BY 3 "X8" STEEL C —BEAM DOUBLE 0.040 "X2 "X6.5" ALUMINUM BEAM DOUBLE 0.042 "X3 "X8" ALUMINUM BEAM ICC ESR 1953 (2012 IBC) 2/24/2014 RSPAN 5310 36' MAX OVERHANG 24' MAX IVERHANG FOR 60 PSF SNOW LOADS d dl ° 4 r ALL HEADERS MAY OVERHANG 25% OF POST SPACING SINGLE SPAN ATTACHED PATIO COVER DOES NOT REQUIRE FOOTINGS DETAIL LA24, LA25 OR LA26 REQUIRED IF DETAIL LA36 IS NOT USED. LA ALL LATTICE STRUCTURES W/ SURFACE MOUNTED POSTS MUST CHECK TABLES L1 AND L2 ON SHEET M5 ALL RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN UL I ° e rA i �L do 4 ' i e . ° I d Y e °d ° I FREESTANDING MULTISPAN LA LATTICE COVER 0 COMPONENT DETAILS LATTICEI LA21 RAFTERS: LA04, LA05, LA21(3X3 ONLY) HEADERS: LA04, LA05, LA06, LA25, LA26 P OSTS: LA15, LA17, LA19, LA20, LA22 CONNECTION DETAILS LATTICE /RAFTER LA27 RAFTER /HEADER LA27, LA38, LA39 HEADER /POST LA24, LA25, LA26, LA28 POST/SLAB LA35 POST /FOOTING LA34, LA36 RAFTER /WALL LA30, LA31, LA32, LA33 HEADER /WALL LA40 NONSTRUCTURAL LA37, LA41 03 ATTACHED LATTICE COVER MAXIMUM HEIGHT FOR PATIO COVERS IS 12'. MAXIMUM HEIGHT FOR COMMERCIAL COVERS AND CARPORTS IS 15', Page 3 of 106 FEB 24 2014 Revisions 36' MAX Cheek By CMP r OVERHANG METALS I?: it iin jl ood : ,• Vl = 24' MAX a� or Mo awv OVERHANG Z y — O J Z :l °WOE FOR 60 PSF y > O to < JM F- CD TI°ni'O SNOW LOADS • ' e �? I. •e J ALUMINUM RAFTER HEADER POST POST CONNECTION �' -�: •.. J DETAIL LA36 e J e' MIN 3.5" CONCRETE SLAB REQUIRED FOR CONSTRAINED FOOTINGS LA Q Ol J FREESTANDING LATTICE COVER 0.042 "x3 "x8" ALUMINUM BEAM 12, 14 OR 16 GA BY 3 "X8" STEEL C —BEAM DOUBLE 0.040 "X2 "X6.5" ALUMINUM BEAM DOUBLE 0.042 "X3 "X8" ALUMINUM BEAM / \ LATTICE TUBES 36' MAX SPACING 0.042 "x3 "x8" ALUMINUM BEAM 12, 14 OR 16 GA BY 3 "X8" STEEL C —BEAM DOUBLE 0.040 "X2 "X6.5" ALUMINUM BEAM DOUBLE 0.042 "X3 "X8" ALUMINUM BEAM ICC ESR 1953 (2012 IBC) 2/24/2014 RSPAN 5310 36' MAX OVERHANG 24' MAX IVERHANG FOR 60 PSF SNOW LOADS d dl ° 4 r ALL HEADERS MAY OVERHANG 25% OF POST SPACING SINGLE SPAN ATTACHED PATIO COVER DOES NOT REQUIRE FOOTINGS DETAIL LA24, LA25 OR LA26 REQUIRED IF DETAIL LA36 IS NOT USED. LA ALL LATTICE STRUCTURES W/ SURFACE MOUNTED POSTS MUST CHECK TABLES L1 AND L2 ON SHEET M5 ALL RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN UL I ° e rA i �L do 4 ' i e . ° I d Y e °d ° I FREESTANDING MULTISPAN LA LATTICE COVER 0 COMPONENT DETAILS LATTICEI LA21 RAFTERS: LA04, LA05, LA21(3X3 ONLY) HEADERS: LA04, LA05, LA06, LA25, LA26 P OSTS: LA15, LA17, LA19, LA20, LA22 CONNECTION DETAILS LATTICE /RAFTER LA27 RAFTER /HEADER LA27, LA38, LA39 HEADER /POST LA24, LA25, LA26, LA28 POST/SLAB LA35 POST /FOOTING LA34, LA36 RAFTER /WALL LA30, LA31, LA32, LA33 HEADER /WALL LA40 NONSTRUCTURAL LA37, LA41 03 ATTACHED LATTICE COVER MAXIMUM HEIGHT FOR PATIO COVERS IS 12'. MAXIMUM HEIGHT FOR COMMERCIAL COVERS AND CARPORTS IS 15', Page 3 of 106 FEB 24 2014 Revisions CMP Cheek By CMP Dote :Rename METALS I?: it iin jl ood : 3 Vl = ~ J a� or Mo awv LO x Z y — O J Z °WOE y > O to < JM F- CD TI°ni'O Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drawn By CMP Cheek By CMP Dote :Rename LAT01.DWG Seale Page / LA 17 LA 04 0.042'x3'X8' HEADER /RAFTER 3004 H34 2.703 in 0.090 n N LA 'U' BRACKET it FOR 3' SQUARE POSTS 6063 T6 ALUMINUM .028' RO.1400 0 0.032' ALUM °o .040' ALUM M 0.043' STEEL LA 3' L❑CKSEAM POST 15 A -653 GRADE 40 STEEL 3004 H34 ALUMINUM 0.024' 7,75' 0,032' 0.040' 2'X6 112' HEADER LA 3004 H34 05 (-2.308 -� I - 2.375 --I 1J • �LO.090 =90 a {- 5.683 -{ 0.059' (16 GA) 0.070' (14 GA 0.105' (12 GA) ) -MUST BE ENCLOSED O O IN LA04 O 2.3750 a q 0.090' f- - STANDARD BRACKET 0.875' 0 FOR CLOVERLEAF POSTS 2.500 1 6063 T6 ALUMINUM LA STEEL C BEAM ASTM 06 A653 GRADE 50 i - 5.683 -1 v' ALUM BRACKET ai 9 FOR 3' SQUARE �- POSTS 6063T6 LA U' BRACKET 12 FOR POSTS IN DETAIL 6063 T6 ALUMINUM 0.090 ALL BRACKET DIMENSIONS EXCEPT THICKNESS ARE APPROXIMATE LA15 r � 2.25' I - 2.375 -- �30 2.0'A -F-L=== l,g' 0.060' Ls• or 2.75' '`0.062' 1 OUTSIDE INSIDE LA RAFTER /HEADER OUTSIDE AND INSIDE 16 'U' BRACKETS (6063T6 ALUM) FOR 2' AND 3' WIDE RAFTERS 0.1875 0.1975 LA 16 3' -6' ASTM A500 GRADE B STEEL POSTS SEE GEN NOTE #13 FOR CORROSION PROTECTI ❑N ICC ESR 1953 (2012 IBC) 2/24/2014 3' or 4' LA FLUTED 3' OR 4' ASTM A500 GRADE A 19 ALUMINUM POST STEEL POSTS SEE GEN NOTE #13 6061 T6 FOR C ❑RR❑SION PROTECTION t LA 20 SQUARE POSTS ALUM 6063 -T6 t= 0.120 B = 3' or 4' Page 4 of 106 I---- 5.683 Ln N 0.090 LA STANDARD BRACKET to FOR 3' SQUARE POSTS 6063 T6 ALUMINUM Ln a (i1 00 0.188' ci is 5.875' OR 6.875' 5,683 i O p p O o O O O O ri O 0.125 LA OS HEAVY DUTY BRACKET �- 3.000__d FOR CLOVERLEAF POSTS Fy = 36 KSI ASTM A123 675 ALUMINUM HEAVY DUTY BRACKET FOR 3' AND 4' POSTS 6063T6 - WIDTH t HGT #14 SMS @24' ❑ (TYP) SEE LAi LA ALUM LOCKSEAM TUBE 21 0,024'X3'X3' 3004H34 FEB 24 2014 LA 0.125' ALUM 'H' 14 BRACKET 6063 -T6 0.024'X3'X3' SQUARE POST 22 3' POST WITH SIDEPLATES ( Revisions 1 METAL building products r 3 rn = ~ U J � H �1 Q. 00 d Iw 0r, Zw_ J Q Z o � W I PUF -Y2m W O I'D V1>OIr) Fap _jt�7 WCD0ko XLr)= — Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drcm By CMP Cheek By CMP Date Rename LAT02.DWG Seale NTS Page / 0.024'X2'X6,5' 0.032'X3'X3' 3004H34 ALUM SIDEPLATE 0.040'X3'X3' 3004H34 0.018'X2'X2' 3105H14 0.018'x2'x3' 3105H14 0.018'X1.5'X1.5' 3105H14 FEB 24 2014 LA 0.125' ALUM 'H' 14 BRACKET 6063 -T6 0.024'X3'X3' SQUARE POST 22 3' POST WITH SIDEPLATES ( Revisions 1 METAL building products r 3 rn = ~ U J � H �1 Q. 00 d Iw 0r, Zw_ J Q Z o � W I PUF -Y2m W O I'D V1>OIr) Fap _jt�7 WCD0ko XLr)= — Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drcm By CMP Cheek By CMP Date Rename LAT02.DWG Seale NTS Page / J' STEEL BOLTS OR #14 SMS SEE BELOW FOR QTY LA 26 14 SM SCREWS (8 PLCS) k14 SM SCREWS (8 PLCS) -YP SPACING = 24' ❑/C 1AX F❑❑TING S d =28' DOUBLE 2 X6.5" OR DOUBLE 3'X8' HEADER MAX FOOTING SIZ d =31' / #14x1/2' SMS' 4 EACH SIDE @A_� LATTICE TU DETAIL LA21 SEE TABLES Lla -Llol FOR 'A' AND "B" DOUBLE HEADERS USE BRACKET PER HEADER V\ /U --STEEL POST OR ALUM BOX BEAM (LA04) ALUM POST W/ WITH STEEL INSERT t= 0.120' DOUBLE OR SINGLE 3X8 STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON- SPLICED ATTACHMENT F❑❑TING REQUIREMENTS USE 4 BOLTS /SCREWS FOR F❑❑TINGS UP TO d =33' USE 6 BOLTS /SCREWS FOR FOOTINGS UP TO d =38' USE 8 BOLTS /SCREWS FOR FOOTINGS UP TO d =42' USE 10 BOLTS /SCREWS FOR FOOTINGS UP TO d =45' USE 12 BOLTS /SCREWS FOR FOOTINGS UP TO d =48' USE 14 BOLTS /SCREWS FOR FOOTINGS UP TO d =50' ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR J" BOLTS ALL C BEAMS USING THREE TIMES THE "ON SLAB" SPACING REQUIRE SIX" BOLTS ALL C BEAMS USING FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT" BOLTS ]CC ESR 1953 (2012 IBC) 2/24/2014 OUTSIDE BRACKET- DETAIL LA16 # OF #14 SMS or SDS 2 4 6 8 10 Cubic Footer Size "d" in 21 26 30 33 35 3X8 STEEL C HEADER INSIDE 3X8 BOX BEAM \ (DETAIL LA04) LA 28 STEEL POST 01 ALUM POST W/ t= 0.120" F.11 DETAILS ---" LA15 (STEEL) LA19, LA20, LA17 " MIN 7 I FOR DOUBLE 3X8 aha = 6a FOR DOUBLE 2X6.5' aha= 5# #8 SMS W/ a"O WASHER, SCREWS ARE �' LONGER THAN LATTICE HEIGHT UM RAFTER FOUR #8 SMS UNDER 110 MPH FOUR #10 SMS FOR 130 MPH WINDSPEED LA 27 EADER SEE TABLE FOR NUMBER AND SIZE OF SCREWS, #14x3/4' SHEET METAL U29 OR SELF DRILLING SCREWS SEE TABLE FOR QUANTITY THIS DETAIL MUST BE USED WITH SIDEPLATES AS PER LA24 OR WITH AN EMBEDDED FOOTING AS PER LA36 Page 5 of 106 DETAIL LA08 OR LA09 EIGHT #14 SMS OR SDS MAX F❑❑TING SIZE d =35' 3'X3' ALUM RAFTER `-- LATTICE HEADER 14 SMS FEB 24 2014 / Revisions 1 METALS 3 rn = UJ U Q H 00 O_w� L r, z�o q J ¢ z o D W I Pq1 — Y (') Wow v>>o(n J fy- ,. Lf-) PCI h- -pJ(j Wo0Ip Ito =. Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAMRCOMCAST.NET Drawn By CMP Check By CMP Date Rename LAT03.DWG Scab Page Allowable Tnb Width Wind No. of #8 Screws Speed t (in) Header 2 3 4 5 115 mph 0.040 Double 2x6 11' 15' Exp C 0.042 0.042 "x3 "x8" 6' 9' 12' 15' 0.042 Double 3x8 12' 15' 140 mph 0.040 Double 2x6 9 13' 15' Exp C 0.042 0.042 "x3"x8" 5' 7' 1 9' 12' 0.042 Double 3x8 9' 14' 15' #14 Screws 170 mph 0.040 Double 2x6 8 12' 15' Exp C 0.042 0.042 "x3 "x8" 4' 6' 8' 11' 0.042 Double 3x8 8' 13' 15, 140 mph 16G min 8" Steel C IF Exp C 16G min Double Steel C 15' 170 mph 16G min 8" Steel C 11' 15' Exp C 16G min Double Steel C 15' SEE TABLE FOR NUMBER AND SIZE OF SCREWS, #14x3/4' SHEET METAL U29 OR SELF DRILLING SCREWS SEE TABLE FOR QUANTITY THIS DETAIL MUST BE USED WITH SIDEPLATES AS PER LA24 OR WITH AN EMBEDDED FOOTING AS PER LA36 Page 5 of 106 DETAIL LA08 OR LA09 EIGHT #14 SMS OR SDS MAX F❑❑TING SIZE d =35' 3'X3' ALUM RAFTER `-- LATTICE HEADER 14 SMS FEB 24 2014 / Revisions 1 METALS 3 rn = UJ U Q H 00 O_w� L r, z�o q J ¢ z o D W I Pq1 — Y (') Wow v>>o(n J fy- ,. Lf-) PCI h- -pJ(j Wo0Ip Ito =. Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAMRCOMCAST.NET Drawn By CMP Check By CMP Date Rename LAT03.DWG Scab Page ALUMINUM STUB POST 0,040' MIN THICKNESS LA 38 -2'X6,5' ALUM RAFTER DOUBLE ALUMINUM 3'X8' OR 2'X6.5' HEADER STEEL OR ALUMINUM POST NON STRUCTURAL ALUMINUM OR FIBERGLASS POST ALUMINUM LATTICE 2'X6.5' ALUM RAFTER DOUBLE ALUMINUM 3'X8' OR 2'X6.5' HEADER NOTES, 1. FIBERGLASS OR ALUMINUM POST COVER IS NON LOAD BEARING 2. ATTACHMENT IS TO HOLD COVERING AGAINST MINOR LATERAL FORCES. 3. USE MULTIPLE BRACKETS AS NEEDED. ATTACH AS PER DETAIL LA25 FIBERGLASS OR ALUMINUM POST COLLAR ALUMINUM OR STEEL POST FIBERGLASS OR ALUMINUM POST COLLAR LA SLAB OR 37 F❑❑TING ALUMINUM OR FIBERGLI POST SLAB OR FOOTING ATTACHMENT ALUM OR FIBERGLASS POST COVER POST RESTS ON GROUND '--3-X3' STEEL OR—' STEEL OR ALUMINUM POST SECURED ALUMINUM POST BY APPROVED METHOD INCLUDING CONCRETE N ❑N STRUCTURAL EMBEDMENT OR CONCRETE SURFACE ATTACHMENT BY SCREWS OR BOLTS. FIBERGLASS OR ALUMINUM POST LA FIBERGLASS POST 41 HEADER ATTACHMENT a 2 "X6.5" ALUM RAFTERS USE: TWO #14 SMS FOR 10 PSF /115 MPH EXP C c FOUR #14 SMS FOR ALL OTHERS 3 "X8" RAFTERS USE FOUR #14 SMS FOR 10 PSF /115 MPH EXP C FIVE #14 SMS FOR ALL OTHERS MATCH HEADER SCREWS RAFTER UNDERHUNG DOUBLE RAFTERS / I o ALUMINUM o STUB POST--/ t= 0,040' �LUM RAFTER WOOD FRAMING SG .5 MIN 1'7 Min I SEE UNDERHUNG REQUIREMENTS 39 DOUBLE RAFTERS [CC ESR 1953 (2012 IBC) 2/24/2014 MATCH RAFTER SCREWS 2.25' MIN Page 7 of 106 FIBERGLASS OR ALUMINUM DECORATIVE POST COVER 1.5'X1.5' METAL L ANGLE BRACKET (TYP) 3/8'X3/4' BOLT .d4 4 d A. e v A. vd SEE GENERAL NOTE #21 FOR WEATHER PROTECTION 1/4' LAG SCREWS (SIX PLACES) 3'X8' ALUM INSIDE BRACKET DETAIL LA16 HEADERS - 3'X8' ALUM HEADER #14 SELF - DRILLING SCREW (SIX PLACES) LA 40 CONCRETE ANCHOR MAY NOT ATTACH HEADER OVER WIND ❑W OR OTHER WALL OPENING RAFTER L POST SPACING DETAIL LA36 HEADER ATTACHMENT TO WALL FEB 24 2014 ATTACHMENT LLJ U z I—i X W MAX TRIBUTARY AREA 79 SO, FT FOR 10 PSF 41 SO FT FOR 20 PSF 39 SO FT FOR 25 PSF GSLw 33 SO FT FOR 30 PSF GSLW MAXIMUM LOAD IS 1104 LBF, wGROUND SNOW LOAD CHECK POST SPACING FOR HEADR IN TABLES Revisions CMP Check By CMP Date Rename LAT05,dwg Scale METALS iri.:l <1in,� i?rr�clurrs r a 3 x Nx a.Wv f� LO ~(n zti J a Z C) V NWOin J cz woorD f N x 'O Carl Putnam, P. E 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drawn By CMP Check By CMP Date Rename LAT05,dwg Scale Pa90 i NTS Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (pso (in) 115 130 115 120 10 24" 6-9" 6' -9" 6' -9" 6-9" LIVE 20" 7'4" 7' -9" 7' -9" 7' -9" 16" 9' -1" 9' -1" 9 - -1" 9 - -1" 20 12" 11' -0" 11' -0" 11' -0" 10' -11" 20 24" 3' -10" S -10" 3' -10" T -10" LIVE 20" 4' -6" 4' -6" 4' -6" 4'4" 25 16" 5' -4" 5 -4" 64" 5'-4" 12" 6-9" 6' -9" 6' -9" 6' -9" 25 24" 3' -8" T -8 -' 3' -8" 3' -8" 30 20" 4'4" 4' -3" 4' -3" 4' -3" 16" 5' -2" 5' -2" 5' -2" 5' -2" 12" 6-6" 6' -6" 6-6" 6-6" 30 24" 3' -1" T -1" 3' -1" S -1" 20" 3' -8" 3' -8" 3' -8" S -8" 16" 4' -5" 4' -5" 4' -5" 4' -5" 60 12" 5' -7" 5' -7" 5' -7" 5' -7" 40 24" 2' -5" 2' -5" 2' -5" 2' -5" 20" 2' -10" 2' -10" 2 - -10" 2 - -10" 16" 3' -5" S -5" 3' -5" 3' -5" 12" 4' -5" 4' -5" 4' -5" 4' -5" 60 24" V -7- V -7 -- V -7-- 1 -7 -- 20" V -11" V -11" V -11" V -11" 16" 2 - -5" 2' -5" 2' -5" 2' -5" 12" S -1" 1 S -1" 3' -1" 1 3' -1" TABLE 1.6 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psfl (in) 115 130 115 120 10 24" 10' -2" 10' -2" 10'4" 10' -2" LIVE 20" 11' -6" 11' -6" 11' -6" 11' -6" 16" 13'-4" 13' -4" 13' -4" 13' -4" 20 12" 15' -11" 15' -11" 15' -11" 15' -11" 20 24" 6-1" 6-1" 6 - -1" 6-1" LIVE 20" 7' -0" 7' -0" 7 - -0" 7' -0" 25 16" 8 - -3" 8'4- 8'4" 8' -3" 12" 10' -2" 10' -2" 10' -2" 10' -2" 25 24" 5' -10" 5' -10" 5' -10" 5' -10" 30 20" 6-9' 6-9 -- 6-9- 6 - -9" 16" 8' -0" 8 - -0" 8' -0" 8' -0" 12" 9 - -10" 9' -10" 9' -10" 9' -10" 30 24" 5' -0" 5' -0" 5 - -0" 5' -0" 20" 5' -10" 5' -10" 5' -10" 5' -10" 16" 6-11" 6-11" 6-11" 6' -11" 60 12" 8' -8" 8' -8" 8' -8" 8' -8" 40 24" S -11" 3' -11" S -11" S -11" 20" 4' -7" 4' -7" 4' -7" 4' -7" 16" 5' -6" 5' -6" 5' -6 -- 5' -6" 12" 6-11" 1 6' -11" 6-11" 6-11" 60 24" 2 - -9- 2 - -9-- 2 - -9" 2' -9- 20" 3' -3" 3' -3" 3 -4" 3 - -3" 16" 3' -11" 3' -11" 3' -11" 3' -11" 12" 5' -0" 5' -0" 5' -0" 1 5' -0" TABLE 1.7 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (pst) (in) 115 130 115 120 10 24" 13' -8" 13' -8" 13' -8" 13' -8" LIVE 20" 164" 164" 164" 164" 16" 17' -7" 17' -7" 17' -7" 17' -7" 20 12" 20' -9" 20'4" 20' -9" 19' -8" 20 24" 8' -5" 8' -5" 8' -5" 8' -5" LIVE 20" 9'4" 9' -8" 9 -4- 9' -8" 25 16" 11' -4" 11' -4" 11'4" 11' -4" 12" 13' -8" 13' -8" 13' -8" 13' -8" 25 24" 8' -2" 8' -2" 8' -2" 8' -2" 30 20" 9' -4" 9 - -4-- 9 -4- 9 -4- 16" 10' -11" 10' -11" 10' -11" 10' -11" 12" 13' -3" 13' -3" 13' -3" 13'4" 30 24" 7 - -1" 71" 7' -1" 7' -1" 20" 8' -2" 8' -2" 8' -2" 8' -2" 16-- 9 - -7-- 9 - -7-- 9 - -7-- 9 - -7" 60 12" 11' -9" 11' -9" 11' -9" 11' -9" 40 24" 5' -8" 5' -8" 5' -8" 5' -8" 20" 6-6" 6-6" 6'4" 6' -6" 16" 7' -9" 7' -9" 7 -4- 7 --9-- 12-- g - -7-- 9 - -7-- 9 - -7- 9 - -7" 60 24" 4'4" 4'4" 4' -0" 4' -0" 20" 4 - -8" 4 - -8" 4 - -8- 4 - -8" 16" 5' -8" 5' -8" 5' -8" 5 - -8" 12" 7' -1" 1 7' -1" 7 - -1" 1 7 - -1" ICC ESR 1953 (2012 IBC) 2/24/2014 Page 8 of 106 FABLE 1.8 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (pso (in) 115 130 115 120 10 36" 11' -8" 1 V-8" 11' -8" 11' -8" LIVE 30" 12' -8" 12' -8" 12' -8" 12' -8" 24" 16-4" 15' -4" 15' -4" 16-4" 20 16" 19' -8" 19' -8" 19' -8" 19' -8" 20 36" 6' -10" 6-10" 6' -10" 6 - -10" LIVE 30" 7' -6" 7' -6" 7' -6" 7' -6" 25 24" 9 - -5-- 9 - -5-- 9 - -5-- 9 - -5" 16" 12' -8" 12' -8" 12'4" 12' -8" 25 36" 6' -7" 6' -7" 6' -7" 6' -7" 30 30" 7' -3" 7'4" 7' -3" 7'4" 24" 9' -1" 9' -1" 9' -1" 9' -1" 16" 12' -2" 12' -2" 12' -2" 12' -2" 30 36" 5' -8" 5' -8" 5' -8" 5' -8" 30" 6'4" 6' -3" 6'4" 6'4" 24" 7' -11" 7' -11" 7' -11" 7' -11" 60 16" 10' -9" 10' -9" 10' -9" 10'4" 40 36" 4' -5" 4' -5" 4' -5" 4' -5" 30" 4' -10" 4' -10" 4 - -10" 4 - -10" 24" 6' -3" 6' -3" 6' -3" 6' -3" 16" 8' -8" 8' -8" 8' -8" 8' -8" 60 36" 3' -0" 3' -0" T -0" 3' -0" 30" 3' -5" 3' -5" 3' -5" 3' -5" 24" 4' -5" 4' -5" 4' -5" 4' -5" 16" 6' -3" 1 6' -3" 6' -S' 1 6' -3" FABLE 1.9 3 "x3" Rafter @6" o/c (Single and Multispan) Ground Metal Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (pst) (in) 115 130 115 120 10 0.024" 12' -5" 12' -5" 12' -5" 12' -5" LIVE 0.032" 16-11" 16-11" 16-11" 16-11" 0.040" 21' -1" 21' -1" 21' -1" 21' -1" 20 0.024" 8' -5" 8' -5" 8' -5" 8' -5" LIVE 0.032" 11' -9" 11' -9" 11' -9" 11' -9" 0.040" 14' -10" 14' -10" 14' -10" 14' -10" 25 0.024" 8' -2" 8' -2" 8' -2" 8 - -2" 0.032" 11' -5" 11' -5" 11' -5" 11' -5" 0.040" 14' -6" 14' -6" 14' -6" 14' -6" 30 0.024" 7' -4" 7' -4" 7' -4" 7' -4" 0.032" 10' -4" 10'4" 10' -4" 10'4 " 0.040" 13' -1" 13' -1" 13' -1" 13' -1" 40 0.024" 6-1" 6' -1" 6-1" 6 - -1" 0.032" 8, -9" 8' -9" 8'-9" 8'-9" 0.040" 11' -2" 11' -2" 11' -2" 11' -2" 60 0.024" 4' -8" 4' -8" 4' -8" 4' -8" 0.032„ 6' -9" 6' -9" 6-9" 6-9" 0.040" 8' -10" 1 8' -10" V -10" 8' -10" Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam @comcast, FABLE 1.5 FEB 24 2014 LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES IN LOW WIND AREAS (REQUIRES DETAIL LA38 OR LA39; 0.024 "x2 "x6.5" Rafter (Sinale Snanl 0.032 "x2 "x6.5" Rafter (Sinale SDan) 0.040 "x2 "x6.5" Rafter (Single SDan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 48" 10' -8" 9' -2" 9' -0" T -3" LIVE 40" 11' -8" 10' -2" 10' -0" 8' -2" 20 32" 13' -0" 11' -6" 11'4" 9'4" 24" 14' -11" 13' -5" 13' -2" 10' -11" 20 48" 6-8" 6-8" 6-8" 6' -8" LIVE 40" 8' -0" 8' -0" 8' -0" 8' -0" 30 32" 9' -3" 9'4" 9' -3" 9' -3" 24" 10' -8" 10'4" 10' -8" 10' -8" 25 48" 6'4" 64" 6'4" 6'4" 40" T -7" 7' -7" 7' -7" 7' -7" 60 32" 91_0.1 9._0.1 91_0„ 91_0„ 24" 10' -5" 10' -5" 10' -5" 10' -5" 30 48" 5' -3" 5' -3" 5' -3" 5' -3" 40" 6'4" 6' -4" 6' -4" 6' -4" 32" 7' -11" 7' -11" 7' -11" T -11" 24" 9,_6„ 9,_6„ 9,_6„ 9,_6„ 40 48" 4' -0" 4' -0" 4'4" 4' -0" 40" 4' -9" 4' -9" 4' -9" 4' -9" 32" 5' -11" 5-11" 5' -11" 5' -11" 24" T -11" T -11" 7' -11" 7' -11" 60 48" 2' -8" 2' -8" 2'4" 2' -8" 40" 3' -2" T -2" 3' -2" 3' -2" 32" 4' -0" 4' -0" 4' -0" 4' -0" 24" 5' -3" 1 5' -3" 5'4" 1 5' -3" I ABLE 1.1 U SPAN TABLES 0.024 "x2 "x6.5" Rafter Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 48" 8' -10" 8' -10" 8' -10" T -3" LIVE 40" 9' -11" 9' -11" 9' -11" 8' -2" 20 32" 11' -4" 11' -4" 11' -4" 94' 24" 13'-4" 13' -4" 13' -2" 10' -11" 20 48" 5' -6" 5' -6" 5' -6" 5' -6" LIVE 40" 6' -3" 6' -3" 6' -3" 6'4" 30 32" 7'4" 7'-4" 7'-4" 7' -4" 24" 8' -10" V -10" 8' -10" 8' -10" 25 48" 5' -3" 5'4" 5' -3" 5' -3" 40" 6' -1" 6' -1" 6' -1" 6-1" 60 32" T -1" 7' -1" 7' -1" 7' -1" 24" 8' -7" 8' -7" 8' -7" V -7" 30 48" 4' -7" 4' -7" 4' -7" 4' -7" 40" 5' -3" 5' -3" 5' -3" 5' -3" 32" 6' -3" 6' -3" 6' -3" 6'4" 24" 7' -7" T -7" 7' -7" 7' -7" 40 48" 3' -7" T -7" 3' -7" 3' -7" 40" 4' -2" 4' -2" 4' -2" 4' -2" 32" 5' -0" 5' -0" 5' -0" 5' -0" 24" 6' -3" 6' -3" 6' -3" 6' -3" 60 48" 2' -6" 2' -6" 2' -6" 2' -6" 40" 3' -0" 3' -0" 3' -0" S -0" 32" 3' -7" S -7" 3' -7" 3' -7" 24" 4' -7" 1 4' -7" 1 4' -7" 1 4' -7" I ABLt 1.'14 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 48" 14' -7" 13' -7" 13' -5" 11' -3" LIVE 40" 15' -11" 14' -11" 14' -8" 12' -4" 20 32" 17' -9" 16' -8" 16-5" 13-10" 24" 20' -4" 19' -1" 18' -10" 15' -11" 20 48" 10' -5" 10' -5" 10' -5" 10' -5" LIVE 40" 11' -4" 11' -4" 11' -4" 11' -4" 30 32" 12' -8" 12' -8" 12' -8" 12' -8" 24" 14' -7" 14' -7" 14' -7" 14' -7" 25 48" 10' -2" 10' -2" 10' -2" 10' -2" 40" 11' -1" 11' -1" 11' -1" 11' -1" 60 32" 12' -5" 12' -5" 12' -5" 12' -5" 24" 14' -3" 14' -3" 14' -3" 14' -3" 30 48" 9' -3" 9' -3" 9' -3" 9' -3" 40" 10' -2" 10' -2" 10' -2" 10' -2" 32" 11' -4" 11' -4" 11' -4" 11' -4" 24" 13' -0" 13' -0" 13' -0" 13' -0" 40 48" 8' -0" 8' -0" 8' -0" 8' -0" 40" 8,_9„ 8,_9„ 8,_9„ 8._9., 32" 9' -10" 9' -10" 9' -10" 9' -10" 24" 11' -4" 11' -4" 11' -4" 11' -4" 60 48" 6' -4" 6' -4" 6' -4" 6'4" 40" 7' -2" 7' -2" 7' -2" T -2" 32" 8' -0" 8' -0" 8' -0" 8' -0" 24" 9' -3" 1 9' -3" 9' -3" 1 9'4" I Atilt 1.LU 0.032 "x2 "x6.5" Rafter (Multisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 48" 13' -2" 13' -2" 13' -2" 11' -3" LIVE 40" 14' -6" 14' -6" 14' -6" 12'-4" 20 32" 16-3" 16' -3" 16' -3" 13' -10" 24" 18' -9" 18' -9" 18' -9" 15' -11" 20 48" V -11" 8' -11" 8' -11" 8' -11" LIVE 40" 9' -11" 9' -11" 9-11" 9' -11" 30 32" 11' -3" 11' -3" 11' -3" 11' -3" 24" 13' -2" 13' -2" 13' -2" 13' -2" 25 48" 8' -8" 8'4" 8' -8" 8' -8" 40" 9' -8" 9' -8" 9'4" 9' -8" 60 32" 10' -11" 10' -11" 10' -11" 10' -11" 24" 12' -10" 12' -10" 12' -10" 12' -10" 30 48" T -9" 7' -9" 7' -9" 7' -9" 40" 8' -8" 8' -8" 8' -8" 8' -8" 32" 9' -11" 9' -11" 9' -11" 9' -11" 24" 11' -7" 11' -7" 11' -7" 11'-7" 40 48" 6-6" 6-6" 6-6" 6' -6" 40" 7'4" T -3" 7' -3" 7' -3" 32" 8' -4" 8'4" 8'4" 8' -4" 24" 9' -11" 9' -11" 9' -11" 9' -11" 60 48" 4' -11" 4' -11" 4' -11" 4' -11" 40" 5' -7" 5' -7" 5' -7" 5' -7" 32" 6-6" 6-6" 6-6" 6-6" 24„ 7._9„ 7,4„ 7,_9,. 7,_9„ I ABLt 1.L5 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 48" 18' -0" 17' -8" 17' -5" 14' -9" LIVE 40" 19' -8" 18' -11" 18' -9" 16-2" 20 32" 21' -11" 20' -3" 20' -1" 18' -0" 24" 24' -8" 22' -1" 21' -11" 19' -8" 20 48" 12' -10" 12' -10" 12' -10" 12' -10" LIVE 40" 14' -1" 14' -1" 14' -1" 14' -1" 30 32" 15' -8" 15' -8" 15' -8" 15' -8" 24" 18' -0" 18' -0" 18'4" 18'4" 25 48" 12' -7" 12' -7" 12' -7" 12' -7" 40" 13' -9" 13' -9" 13' -9" 13' -9" 60 32" 164" 164" 15'4" 15' -4" 24" 17' -7" 17' -7" 17' -7" 17' -7" 30 48" 11' -6" 11' -6" 11' -6" 11' -6" 40" 12' -7" 12' -7" 12' -7" 12' -7" 32" 14' -0" 14' -0" 14'4" 14' -0" 24" 16' -2" 16' -2" 16' -2" 16' -2" 40 48" 10' -0" 10' -0" 10' -0" 10' -0" 40" 10' -11" 10' -11" 10' -11" 10' -11" 32" 12' -2" 12' -2" 12' -2" 12' -2" 24" 14' -0" 14' -0" 14' -0" 14' -0" 60 48" 8' -2" 8' -2" 8' -2" 8' -2" 40" 8' -11" 8' -11" 8' -11" 8' -11" 32" 10' -0" 10' -0" 10' -0" 10' -0" 24" 11' -6" 11' -6" 11' -6" 1 11' -6" I ABLE 1."11 41f%TC• DA 0.040 "x2 "x6.5" Rafter (MultisDan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 48" 17' -0" 17' -0" 17' -0" 14' -9" LIVE 40" 18' -7" 18' -7" 18' -7" 16' -2" 20 32" 20' -9" 20' -3" 20' -1" 18' -0" 24" 23' -10" 22' -1" 21' -11" 19' -8" 20 48" 11' -11" 11' -11" 11' -11" 11' -11" LIVE 40" 13' -1" 13' -1" 13' -1" 13' -1" 30 32" 14' -8" 14' -8" 14' -8" 14' -8" 24" 17' -0" 17' -0" 17' -0" 17'4" 25 48" 11' -7" 11' -7" 11' -7" 11' -7" 40" 12' -9" 12' -9" 12' -9" 12' -9" 60 32" 14' -4" 14' -4" 14'4" 14'4" 24" 16' -7" 16' -7" 16' -7" 16-7" 30 48" 10' -6" 10' -6" 10' -6" 10' -6" 40" 11' -7" 11' -7" 11' -7" 11' -7" 32" 13' -0" 13' -0" 13'4" 13'4" 24" 15' -1" 15' -1" 15' -1" 15' -1" 40 48" 9' -0" 9' -0" 9' -0" 9' -0" 40" 9' -11" 9' -11" 9' -11" 9' -11" 32" 11' -2" 11' -2" 11'4" 11'4" 24" 13' -0" 13' -0" 13' -0" 13' -0" 60 48" 7' -1" 7' -1" 7' -1" 7' -1" 40" T -11" T -11" 7' -11" 7' -11" 32" 91_01, 91_0„ 91_0., 9,_0„ 24" 10' -6" 1 10' -6" 10' -6" 1 10' -6" ICC ESR 1953 (2012 IBC) 2/24/2014 Page 9 of 106 I ABLE 126 0.042 "x3 "x8" Rafter (Sinale SDan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 72" 17' -3" 16' -2" 15' -11" 13' -5" LIVE 64" 18' -3" 17' -2" 16' -11" 14' -3" 20 48" 21' -0" 19' -10" 19' -6" 16-5" 32" 264" 24' -0" 23' -8" 20' -0" 20 72" 12' -4" 12' -4" 12' -4" 12'4" LIVE 64" 13' -0" 13' -0" 13' -0" 13' -0" 30 48" 15' -0" 15' -0" 15' -0" 15' -0" 32" 18' -3" 18' -3" 18' -3" 18'4" 25 72" 12' -0" 12' -0" 12' -0" 12' -0" 64" 12' -9" 12' -9" 12' -9" 12' -9" 60 48" 14' -8" 14' -8" 14'4" 14' -8" 32" 17' -10" 17' -10" 17' -10" 17' -10" 30 72" 11' -0" 11' -0" 11' -0" 11' -0" 64" 11' -8" 11' -8" 11' -8" 11' -8" 48" 13' -5" 13' -5" 13' -5" 13' -5" 32" 164" 16-4" 16-4" 164" 40 72" 9' -6" 9' -6" 9' -6" 9' -6" 64" 10' -1" 10' -1" 10' -1" 10' -1" 48" 11' -8" 11' -8" 11' -8" 11' -8" 32" 14' -2" 14' -2" 14' -2" 14' -2" 60 72" 7' -9" 7' -9" T -9" T -9" 64" 8'4" 8' -3" 8' -3" 8' -3" 48" 9' -6" 9' -6" 9' -6" 9' -6" 32" 11' -8" 1 11' -8" 11' -8" 1 11' -8" I ABLE 1.LY 0 042 "x3 "xR" Rafter (Multisnan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 115 130 115 120 10 36" 15' -7" 15' -7" 15' -7" 13' -5" LIVE 30" 16' -7" 16' -7" 16' -7" 14' -3" 20 24" 19' -2" 19' -2" 19' -2" 16' -5" 16" 23' -5" 23' -5" 23' -5" 20' -0" 20 36" 10' -8" 10'-8" 10' -8" 10' -8" LIVE 30" 11' -4" 11'-4" 11' -4" 11' -4" 30 24" 13' -4" 13' -4" 13' -4" 13' -4" 16" 16' -7" 16' -7" 16' -7" 16' -7" 25 36" 10' -4" 10' -4" 10'-4" 10' -4" 30" 11' -1" 11'-1" 11' -1" 11' -1" 60 24" 13' -0" 13' -0" 13' -0" 13'4" 16" 16-2" 16' -2" 16' -2" 16' -2" 30 36" 9'4" 9' -3" 9'4" 9' -3" 30" 9' -11" 9' -11" 9' -11" 9' -11" 24" 11' -9" 11' -9" 11' -9" 11' -9" 16" 14' -8" 14' -8" 14' -8" 14' -8" 40 36" 7' -9" 7' -9" 7' -9" 7'4" 30" 8'4" 8' -4" 8'-4" 8' -4" 24" 9' -11" 9' -11" 9' -11" 9' -11" 16" 12' -7" 12' -7" 12' -7" 12' -7" 60 36" 5' -11" 5' -11" 5' -11" 5' -11" 30" 6-5" 6' -5" 6-5" 6-5" 24.. 7,_9,. 7._9„ 7,_9„ 7,_9„ 16" 9' -11" 9' -11" Y -11" 9' -11" I ABLE 1.L t Lattice Tubes Ground Lattice Wind Snow Load Tube Exp C (psf) (in) 170 10 1.5" 72" LIVE 2" 72" 2 "x3" 72„ 3" 72„ 20 1.5" 72" LIVE 2" 72" 2 "x3" 62" 3" 72" 25 1.5" 72" 2" 70" 2 "x3" 60" 3" 72„ 30 1.5" 66" 2" 62" 2 "x3" 54" 3" 72" 40 1.5" 55" 2" 52" 2 "x3" 45" 3" 66" 60 1.5" 43" 2" 40" 2 "x3" 34" 3" 50" Table 1.23 Metals tsunaing rroaui 5005 Veteran's Memori Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam @comcast. and FEB 24 2014 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 130 140 150 170 10 24" 6' -9" 6' -9" 6' -7" 6' -0" LIVE 20" 7' -9" 7' -9" 7' -5" 6' -9" 16" 9' -1" 9' -1" 8' -6" 7' -10" 20 12" 11' -0" 11' -0" 10' -0" 9' -0" 20 24" T -10" 3' -10" T -10" T -10" LIVE 20" 4' -6" 4' -6" 4' -6" 4' -6" 25 16" 5' -4" 5' -4" 5' -4" 5'-4" 12" 6-9" 6' -9" 6' -9" 6' -9" 25 24" 3' -8" 3' -8" 3' -8" 3' -8" 30 20" 4' -3" 4' -3" 4' -3" 4' -3" 16" 5' -2" 5' -2" 5' -2" 5' -2" 12" 6' -6" 6' -6" 6' -6" 6' -6" 30 24" T -1" 3' -1" 3' -1" 3' -1" 20" 3' -8" 3' -8" 3' -8" 3' -8" 16" 4' -5" 4' -5" 4' -5" 4' -5" 60 12" 5' -7" 5' -7" 5' -7" 5' -7" 40 24" 2' -5" 2' -5" 2' -5" 2' -5" 20" 2' -10" 2' -10" 2' -10" 2' -10" 16" 3' -5" 3' -5" T -5" 3' -5" 12" 4' -5" 4' -5" 4' -5" 4' -5" 60 24" 1' -7" 1' -7" 1' -7" 1' -7" 20" 1' -11" 1' -11" 1' -11" 1' -11" 16" 2' -5" 2' -5" 2' -5" 2' -5" 12" 3' -1" 1 3' -1" 1 T -1" 1 3' -1" FABLE 1.15 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 130 140 150 170 10 24" 10' -2" 10' -2" 10' -2" 10' -2" LIVE 20" 11' -6" 11' -6" 11' -6" 11' -5" 16" 13' -4" 13' -4" 13' -4" 12' -10" 20 12" 15' -11" 15' -11" 15' -11" 14' -9" 20 24" 6-1" 6' -1" 6-1" 6' -1" LIVE 20" 7' -0" 7' -0" 7' -0" 7' -0" 25 16" 8' -3" 8' -3" 8' -3" 8' -3" 12" 10' -2" 10' -2" 10' -2" 10' -2" 25 24" 5' -10" 5' -10:' 5' -10" 5' -10" 30 20" 6' -9" 6' -9" 6' -9" 6' -9" 16" 8' -0" 8' -0" 8' -0" 8' -0" 12" 9' -10" 9' -10" 9' -10" 9' -10" 30 24" 5' -0" 5' -0" 5' -0" 5' -0" 20" 5' -10" 5' -10" 5' -10" 5' -10" 16" 6-11" 6-11" 6' -11" 6-11" 60 12" 8' -8" 8' -8" 8' -8" 8' -8" 40 24" S -11" T -11" S -11" S -11" 20" 4' -7" 4' -7" 4' -7" 4' -7" 16" 5' -6" 5' -6" 5' -6" 5' -6" 12" 6-11" 6' -11" 6' -11" 6' -11" 60 24" 2' -9" 2' -9" 2' -9" 2' -9" 20" 3' -3" 3' -3" 3' -3" 3' -3" 16" S -11" T -11" 3' -11" 3' -11" 12" 5' -0" 1 5' -0" 5' -0" 1 5' -0" FABLE 1.16 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 130 140 150 170 10 24" 13' -8" 13' -8" 13' -8" 12' -9" LIVE 20" 15' -4" 15' -4" 15' -0" 14' -0" 16" 17' -7" 17' -7" 16' -8" 15' -7" 20 12" 20' -9" 20' -2" 18' -9" 17' -10" 20 24" 8' -5" 8' -5" 8' -5" 8' -5" LIVE 20" 9' -8" 9' -8" 9' -8" 9' -8" 25 16" 11' -4" 11' -4" 11' -4" 11' -4" 12" 13' -8" 13' -8" 13' -8" 13' -8" 25 24" 8' -2" 8' -2" 8' -2" 8' -2" 30 20" 9' -4" 9' -4" 9' -4" 9'-4" 16" 10' -11" 10' -11" 10' -11" 10' -11" 12" 13' -3" 13' -3" 13' -3" 13' -3" 30 24" T -1" 7' -1" 7' -1" 7' -1" 20" 8' -2" 8' -2" 8' -2" 8' -2" 16" 9' -7" 9' -7" 9' -7" 9' -7" 60 12" 11' -9" 11' -9" 11' -9" 11' -9" 40 24" 5' -8" 5' 4' -5" 4' -5" 20" 6' -6" 6' -6" 6' -6" 6-6" 16" 7,_9„ 7,_9„ 7,_9„ 7,_9„ 12" 9' -7" 9' -7" 9' -7" 9' -7" 60 24" 4' -0" 4' -0" 4' -0" 4' -0" 20" 4' -8" 4' -8" 4' -8" 4' -8" 16" 5' -8" 5' -8" 5' -8" 5' -8" 12" 7' -1" 1 T -1" 7' -1" T -1„ ICC ESR 1953 (2012 IBC) 2124/2014 Page 10 of 106 FABLE 1.17 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 130 140 150 170 10 36" 11' -8" 11' -8" 11' -8" 11' -6" LIVE 30" 12' -8" 12' -8" 12' -8" 12' -3" 24" 15' -4" 15'-4" 15' -3" 14' -2" 20 16" 19' -8" 19' -8" 18'-6" 1 T -3" 20 36" 6-10" 6' -10" 6' -10" 6' -10" LIVE 30" 7' -6" 7' -6" 7' -6" 7' -6" 25 24„ 9,_5„ 9,_5„ 9,_5„ 9,_5„ 16" 12' -8" 12' -8" .12' -8" 12' -8" 25 36" 6' -7" 6' -7" 6' -7" 6' -7" 30 30" 7' -3" 7' -3" 7' -3" T -3" 24" 9' -1" 9' -1" 9' -1" 9' -1" 16" 12' -2" 12' -2" 12' -2" 12' -2" 30 36" 5' -8" 5' -8" 5' -8" 5' -8" 30" 6' -3" 6' -3" 6' -3" 6' -3" 24" 7' -11" 7' -11" 7' -11" T -11" 60 16" 10' -9" 10' -9" 10' -9" 10' -9" 40 36" 4' -5" 4' -5" 4' -5" 4' -5" 30" 4' -10" 4' -10" 4' -10" 4' -10" 24" 6' -3" 6' -3" 6' -3" 6' -3" 16" 8' -8" 8' -8" 8' -8" 8' -8" 60 36" T -0" 3' -0" 3' -0" 3' -0" 30" T -5" 3' -5" T -5" T -5" 24" 4' -5" 4' -5" 4' -5" 4' -5" 16" 6' -3" 6' -3" 6' -3" 6' -3" FABLE 1.18 3 "x3" Rafter @6" o/c (Single and Multispan) Ground Metal Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 130 140 150 170 10 0.024" 12' -5" 12' -5" 11' -8" 10' -11" LIVE 0.032" 16' -11" 16-11" 15' -10" 14' -10" 0.040" 21' -1" 21' -1" 19' -9" 18' -5" 20 0.024" 8' -5" 8' -5" 8' -5" 8' -5" LIVE 0.032" 11' -9" 11' -9" 11' -9" 11' -9" 0.040" 14' -10" 14' -10" 14' -10" 14' -10" 25 0.024" 8' -2" 8' -2" 8' -2" 8' -2" 0.032" 11' -5" 11' -5" 11' -5" 11' -5" 0.040" 14' -6" 14' -6" 14' -6" 14' -6" 30 0.024" T -4" T -4" 7' -4" T -4" 0.032" 10' -4" 10' -4" 10' -4" 10' -4" 0.040" 13' -1" 13' -1" 13' -1" 13' -1" 40 0.024" 6' -1" 6' -1" 6' -1" 6' -1" 0.032„ 8' -9" 8' -9" 8' -9" 8' -9" 0.040" 11' -2" 11' -2" 11' -2" 11' -2" 60 0.024" 4' -8" 4' -8" 4' -8" 4' -8" 0.032" 6' -9" 6' -9" 6' -9" 6' -9" 0.040" 8' -10" 8' -10" 8' -10" 8' -10" Metals Building Produr+c 5005 Veteran's Memon Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ca rl putna m @comcast.i FABLE 1.14 FEB 24 2014 LATTICE 1.0 DOUBLE RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES IN HIGH WIND AREAS (REQUIRES DETAIL LA38 OR LA39; 0.024 "x2 "x6.5" Rafter ( Sinale Soan) 0.032 "x2 "x6.5" Rafter (Single Span) 0.040 "x2 "x6.5" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 48" 8' -4" 7' -8" 6' -7" 6' -0" LIVE 40" 9' -4" 8' -7" T -5" 6'4" 20 32" 10' -7" 9' -9" 8' -6" T -10" 24" 12' -4" 11' -5" 10' -0" 9' -0" 20 48" 6-8" 6' -8" 6' -7" 6-0" LIVE 40" 8'4" 8'4" 7' -5" 6' -9" 30 32" 9' -3" 9' -3" 8' -6" T -10" 24" 10' -8" 10' -8" 10' -0" 9' -0" 25 48" 6' -4" 6'4" 64" 6-0" 40" T -7" 7' -7" 7' -5" 6' -9" 60 32" 9' -0" 9'4" 8' -6" T -10" 24" 10' -5" 10' -5" 10' -0" 9' -0" 30 48" 5' -3" 5'4" 5' -3" 5' -3" 40" 64" 64" 64" 64" 32" T -11" 7' -11" T -11" 7' -10" 24" 9' -6" 9' -6" 9' -6" 9, -0" 40 48" 4'4" 4' -0" 4' -0" 4' -0" 40" 4' -9" 4' -9" 4'4" 4'4" 32" 5' -11" 5' -11" 5' -11" 5' -11" 24" T -11" T -11" T -11" 7' -11" 60 48" 2' -8" 2' -8" 2' -8" 2'4" 40" 3' -2" T -2" T -2" 3' -2" 32" 4' -0" 4' -0" 4' -0" 4' -0" 24" 5'4" 1 5' -3" 5' -3" 1 5'4" I AbLt 1.'Lt3 SINGLE SPAN TABLES n n24 "x2 "xR S" Rafter (Multisnanl Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 48" 8'4" 7' -8" 6-7" 6• -0" LIVE 40" 9' -4" 8' -7" 7' -5" 6' -9" 20 32" 10' -7" 9' -9" 8' -6" 7' -10" 24" 12' -4" 11' -5" 10' -0" 9' -0" 20 48" 5' -6" 5'4" 5' -6" 5'4" LIVE 40" 6' -3" 6' -3" 6' -3" 6' -3" 30 32" 7'4" T -4" 7'-4" 7'4" 24" 8' -10" V -10" V -10" 8' -10" 25 48" 5' -3" 5' -3" 5' -3" 5' -3" 40" 6' -1" 6' -1" 6' -1" 6' -1" 60 32" 7' -1" 7' -1" 7'4" 7' -1" 24" 8' -7" 8' -7" 8' -7" 8' -7" 30 48" 4' -7" 4' -7" 4' -7" 4' -7" 40" 5' -3" 5'4" 5' -3" 5' -3" 32" 6'4" 6'4" 6' -3" 6' -3" 24" 7' -7" T -T' T -7" T -7" 40 48" 3' -7" 3' -7" 3' -7" 3' -7" 40" 4' -2" 4' -2" 4' -2" 4' -2" 32" 5' -0" 5' -0" 5' -0" 5' -0" 24" 6' -3" 64" 6' -3" 6'4" 60 48" 2' -6" 2' -6" 2' -6" 2' -6" 40" T -0" 3' -0" T -0" T -0" 32" 3, -7" S -7" 3' -7" S -7" 24" 4, -7" 1 4' -7" 4' -7" 1 4' -7" AbLt 1.33 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 48" 12' -7" 11' -8" 10' -5" 9' -7" LIVE 40" 13' -10" 12' -10" 11' -5" 10'-7" 20 32" 15' -5" 14' -5" 12' -10" 11' -11" 24" 17' -9" 16' -6" 14' -9" 13' -9" 20 48" 10' -5" 10' -5" 10' -5" 9' -7" LIVE 40" 11' -4" 11' -4" 11' -4" 10' -7" 30 32" 12' -8" 12' -8" 12' -8" 11' -11" 24" 14' -7" 14' -7" 14' -7" 13' -9" 25 48" 10' -2" 10' -2" 10' -2" 9' -7" 40" 11' -1" 11' -1" 11' -1" 10' -7" 60 32" 12' -5" 12' -5" 12' -5" 11' -11" 24" 14' -3" 14' -3" 14' -3" 13'4" 30 48" 9' -3" 9' -3" 9' -3" 9' -3" 40" 10' -2" 10' -2" 10' -2" 10' -2" 32" 11' -4" 11' -4" 11' -4" 11'4" 24" 13' -0" 13' -0" 1 13' -0" 13'4" 40 48" 8' -0" 8' -0" 8' -0" 8' -0" 40„ 8, -9„ 8, -9„ 8, -9„ 8, -9„ 32" 9' -10" 9' -10" 9' -10" 9' -10" 24" 11' -4" 11' -4" 11' -4" 11' -4" 60 48" 6-4" 6'-4" 6' -4" 6' -4" 40" T -2" 7' -2" 7' -2" T -2" 32" 8' -0" 8' -0" 8' -0" 8'4" 24" 9, -3" 1 9' -3" 1 9' -3" 1 9' -3" I AbLt l .ZV 0.032 "x2 "x6.5" Rafter ( Multisnan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 48" 12' -7" 11' -8" 11' -3" 10' -5" LIVE 40" 13' -10" 12' -10" 12' -4" 11' -5" 20 32" 15' -5" 14' -5" 13' -10" 12' -10" 24" 17' -9" 16-6" 15' -11" 14' -9" 20 48" 8' -11" 8' -11" 8' -11" 8' -11" LIVE 40" Y -11" 9' -11" 9' -11" Y -11" 30 32" 11' -3" 11' -3" 11' -3" 11' -3" 24" 13' -2" 13' -2" 13' -2" 13' -2" 25 48" 8' -8" 8' -8" 8' -8" 8' -8" 40„ 9, -8„ 9, -8„ 9, -8„ 9, -8„ 60 32" 10' -11" 10' -11" 10' -11" 10' -11" 24" 12' -10" 12' -10" 12' -10" 12' -10" 30 48" 7' -9" 7'4" 7' -9" 7' -9" 40" 8' -8" 8' -8" 8' -8" 8' -8" 32" 9' -11" 9' -11" 9' -11" 9' -11" 24" 11' -7" 11' -7" 11' -7" 11' -7" 40 48" 6' -6" 6' -6" 6-6" 6' -6" 40" 7' -3" 7' -3" 7' -3" 7'4" 32" 8' -4" 8' -4" 8' -4" 8' -4" 24" 9' -11" 9' -11" 9' -11" 9' -11" 60 48" 4' -11" 4' -11" 4' -11" 4' -11" 40" 5' -7" 5' -7" 5' -7" 5' -7" 32" 6' -6" 6-6" 6' -6" 6' -6" 24„ T -9„ 7, -9„ 7, -9„ T -9„ I At$Lt 1.:54 Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 48" 16' -5" 164" 13' -9" 12' -9" LIVE 40" 17' -11" 16-9" 15' -0" 14' -0" 20 32" 19' -4" 18' -6" 16' -8" 15' -7" 24" 21' -1" 20' -2" 18'4" 17' -10" 20 48" 12' -10" 12' -10" 12' -10" 12' -9" LIVE 40" 14' -1" 14' -1" 14' -1" 14'4" 30 32" 15' -8" 15' -8" 15' -8" 15' -7" 24" 18' -0" 18' -0" 18' -0" 1I T -10" 25 48" 12' -7" 12' -7" 12' -7" 12' -7" 40" 13' -9" 13' -9" 13' -9" 13' -9" 60 32" 15' -4" 164" 15' -4" 15' -4" 24" 17' -7" 17' -7" 17' -7" 17' -7" 30 48" 11' -6" 11' -6" 11' -6" 11' -6" 40" 12' -7" 12' -7" 12' -7" 12' -7" 32" 14' -0" 14' -0" 14' -0" 14' -0" 24" 16' -2" 16' -2" 16' -2" 16' -2" 40 48" 10' -0" 10' -0" 10' -0" 10' -0" 40" 10' -11" 10' -11" 10' -11" 10' -11" 32" 12' -2" 12' -2" 12' -2" 12' -2" 24" 14' -0" 14' -0" 14' -0" 14' -0" 60 48" 8' -2" 8' -2" 8' -2" 8' -2" 40" 8' -11" 8' -11" 8' -11" 8' -11" 32" 10' -0" 10' -0" 10' -0" 10' -0" 24" 11' -6" 11' -6" 1 11' -6" 11' -6" I AbLt 1.JU n non "x2"x6 5" Rafter Multisman) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 48" 16' -5" 164" 13' -9" 12' -9" LIVE 40" 17' -11" 16-9" 15' -0" 14' -0" 20 32" 19' -4" 18' -6" 16-8" 15' -7" 24" 21' -1" 20' -2" 18' -9" 17' -10" 20 48" 11' -11" 11' -11" 11' -11" 11' -11" LIVE 40" 'IT -1" 13' -1" 13' -1" 13' -1" 30 32" 14' -8" 14' -8" 14' -8" 14' -8" 24" 1 T -0" 17' -0" 17' -0" 17'4" 25 48" 11' -7" 11' -7" 11' -7" 11' -7" 40" 12' -9" 12' -9" 12' -9" 12' -9" 60 32" 14'-4" 14' -4" 14' -4" 14' -4" 24" 16' -7" 16' -7" 16-7" 16' -7" 30 48" 10' -6" 10' -6" 10' -6" 10' -6" 40" 11' -7" 11' -7" 11'-7" 11' -7" 32" 13' -0" 13' -0" 13' -0" 13' -0" 24" 15' -1" 15' -1" 15' -1" 15' -1" 40 48" 9' -0" 9' -0" 9' -0" 9' -0" 40" 9' -11" 9' -11" 9' -11" 9' -11" 32" 11' -2" 11' -2" 11' -2" 11' -2" 24" 13' -0" 13' -0" 13' -0" 13' -0" 60 48" 7' -1" 71" 7' -1" 7' -1" 40" 7' -11" 7' -11" 7' -11" T -11" 32„ 91-0„ 91-0„ 91-0„ 91-0„ 24" 10'4" 1 10' -6" 10' -6" 10' -6" ICC ESR 1953 (2012 IBC) 2124/2014 Page 11 of 106 I AbLt 1.3b 0.042 "x3 "x8" Rafter (Sinnle Snan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 72" 15' -0" 13' -11" 12' -4" 11' -6" LIVE 64" 15' -11" 14' -10" 13' -2" 12' -3" 20 48" 164" 17' -1" 15' -3" 14' -2" 32" 22' -3" 20' -9" 18' -6" 17' -3" 20 72" 12' -4" 12' -4" 12' -4" 11' -6" LIVE 64" 13' -0" 13' -0" 13' -0" 12' -3" 30 48" 15' -0" 15' -0" 15'4" 14' -2" 32" 18' -3" 18' -3" 18' -3" 17' -3" 25 72" 12' -0" 12' -0" 12' -0" 11' -6" 64" 12' -9" 12' -9" 12' -9" 12' -3" 60 48" 14' -8" 14' -8" 14' -8" 14' -2" 32" 17' -10" 17' -10" 17' -10" 17' -3" 30 72" 11' -0" 11' -0" 11' -0" 11' -0" 64" 11' -8" 11' -8" 11' -8" 11' -8" 48" 13' -5" 13' -5" 13' -5" 13' -5" 32" 164" 164" 164" 164" 40 72" 9' -6" 9' -6" 9' -6" 9' -6" 64" 10' -1" 10' -1" 10' -1" 10' -1" 48" 11' -8" 11' -8" 11' -8" 11' -8" 32" 14' -2" 14' -2" 14' -2" 14' -2" 60 72" T -9" 7' -9" T -9" T -9" 64" 8' -3" 8' -3" 8' -3" 8' -3" 48" 9' -6" 9'4" 9' -6" 9' -6" 32" 11' -8" 11' -8" 11' -8" 11' -8" IF-IN AMRCy1 0.042 "x3 "x8" Rafter (Multisnan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exposure B Exposure C (psf) (in) 140 150 160 170 10 36" 15' -0" 13' -11" 12' -4" 11' -6" LIVE 30" 15' -11" 14' -10" 13' -2" 12' -3" 20 24" 18'-4" 'IT-11" 15' -3" 14' -2" 16" 22' -3" 20' -9" 18'4" 17' -3" 20 36" 10' -8" 10' -8" 10' -8" 10' -8" LIVE 30" 11'4' 11'4" 11'4" 11'-4" 30 24" 13' -4" 13' -4" 13'-4" 13'-4" 16" 16-7" 16' -7" 16' -7" 16' -7" 25 36" 10' -4" 10' -4" 10'4" 10' -4" 30" 11' -1" 11' -1" 11' -1" 11' -1" 60 24" 13' -0" 13' -0" 13' -0" 13' -0" 16" 16-2" 16' -2" 16' -2" 16' -2" 30 36" 9'4" 9' -3" 9' -3" 9' -3" 30" 9' -11" 9' -11" 9' -11" 9' -11" 24" 11' -9" 11' -9" 11'4" 11' -9" 16" 14' -8" 14' -8" 14' -8" 14' -8" 40 36" 7' -9" 7' -9" 7' -9" 7' -9" 30" 8' -4" 8' -4" 8' -4" 8' -4" 24" 9' -11" 9' -11" 9' -11" 9' -11" 16" 12' -7" 12' -7" 12' -7" 12' -7" 60 36" 5' -11" 5' -11" 5' -11" 5' -11" 30" 6' -5" 6' -5" 6' -5" 6' -5" 24" 7, -9„ 7, -9„ 7, -9„ 7, -9„ 16" 9' -11" 1 9' -11" 91-11.11 9' -11" 1 AbLt 1.3b Lattice Tubes Ground Lattice Wind! Snow Load Tube Exp C (psf) (in) 170 10 1.5" 72" LIVE 2" 72" 2 "x3" 72" 3" 72„ 20 1.5" 72" LIVE 2" 72" 2 "x3" 62" 3" 72" 25 1.5" 72" 2" 70" 2 "x3" 60" 3" 72" 30 1.5" 66" 2" 62„ 2 "x3" 54" 3" 72" 40 1.5" 55" 2" 52„ 2 "x3" 45" 3" 66" 60 1.5" 43" 2" 40" 2 "x3" 34" 3" 50" Table 1.32 Metals Building Products 5005 Veteran's Memorial Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 2450 FEB 24 2014 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMFRCIAI COVFRS NORMAI WIND ARFA! TABLE 2.1 0.042 "x3 "x8" Alum Beam LAOA Dble 0.042 "x3 "x8" Alum Beam LA2! Dble 0.040 "x2 "x6.5" Alum Beam LA2! TABLE 2.1 0.042 "x3 "x8" Alum Beam LAOA Dble 0.042 "x3 "x8" Alum Beam LA21 Dble 0.040 "x2 "x6.5" Alum Beam LA21 25 Attached Single Freestanding of 3.5 Attached SinglE Freestanding of A Attached Freestanding of 24 Attached SingiE Freestanding of 4 Attached Single Freestanding oI B Attached Single Freestanding oI 24 25 Span structure Multispan Units 15' -1" Span structure Multispan Units 19 Structure Multispan Units 25 14' -10" Span Structure Multispan Units 11' -2" Span structure Multispan Units 22 Span Structure Multispan Units GROUND TRIB MAX MAX B 20 MAX POST LENGTH MAX 24 13' -2" MAX POST LENGTH MAX 10' -1" B MAX POST LENGTH GROUND TRIB MAX MAX 6.5 10' -5" MAX POST LENGTH MAX 20 21 MAX POST LENGTH MAX 11' -10" 7 MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' ' 10' I 12' POST MIN FOOTER 8' I 10' I 12' SNOW WIDTH POST POST MIN FOOTER 8' 1 10' I 12' POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) SPACING PACIN POST SIZE CONSTRAINED FOOTEF SPACINC. POSI SIZE CONSTRAINED FOOTEF SPACING POSI SIZE CONSTRAINED FOOTER LOAD (FT) SPACING SPACINE POSI SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 11 ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYP "d" "d" "d" "d" (PSF) 22 ON SLAB (FT) TYP "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" C nr 130 (FT) IRF R (in) (in) (in) (in) 23 23 (in) (in) (in) (in) 13'-8" C (in) (in) (in) (in) 27 28 (FT) C 25 (in) (in) (in) (in) 26 22 (in) (in) (in) (in) S -10" B (in) (in) (in) (in) 115 MPH EXPOSURE B 10 3 22' -8" 14' -10" A 18 23 25 26 LIVE 3.5 19' -5" 13'-8" A 19 23 24 26 17' -3" 4 1 T -0" 12' -8" B 19 23 24 25 24 4.5 15' -1" 11' -10" B 19 22 24 25 14' -10" 5 13' -7" 11' -2" B 20 22 23 25 23 5.5 12'-4" 10' -7" B 20 22 23 24 13' -2" 6 11'-4" 10' -1" B 20 22 23 24 24 6.5 10' -5" 9-7" B 20 21 23 24 11' -10" 7 9'-8" 9' -2" B 21 21 23 24 25 7.5 9' -1" 8' -10" B 21 21 22 24 10' -7" 8 8' -6" 8' -5" B 21 21 22 23 25 8.5 8' -0" 8' -2" B 21 21 22 23 B 9 7'-6" T -10" B 21 21 22 23 27 9.5 T -2" T -7" B 21 21 22 23 6 10 6' -9" T-4" B 22 22 22 23 C 11 6' -2" 6' -11" B 22 22 22 23 25 12 5'-8" 6'-6" C 22 22 22 23 25 13 1 5' -2" 1 6' -2" C 1 22 1 22 1 22 1 23 C 115 MPH EXPOSURE C nr 130 MPH FXPOSI IRF R 9' -2" 10 21' -1" B 20 25 27 28 19' -7" B 21 25 26 28 18' -3" B 21 25 26 27 17' -3" C 22 24 26 27 16'-4" C 22 24 25 27 15'-6" C 23 24 25 26 14' -10" C 23 23 25 26 14' -2" C 23 23 25 26 13'-8" C 23 23 24 26 13' -2" C 24 24 24 26 12' -8" C 24 24 24 25 12' -3" D 24 24 24 25 11' -10" D 24 24 24 25 11'-6" D 25 25 25 25 11' -2" D 25 25 25 25 10' -7" E 25 25 25 25 10' -1" E 25 25 25 25 9' -7" E 26 1 26 26 26 B 10 18'-8" B 20 24 25 26 17'4" B 20 23 25 26 16' -2" B 21 23 24 26 15' -3" B 21 23 24 25 14'-6" B 21 22 24 25 13' -9" B 22 22 23 25 13' -2" C 22 22 23 25 12' -7" C 22 22 23 24 12' -2" C 23 23 23 24 11'$" C 23 23 23 24 11'-4" C 23 23 23 24 10' -11" C 23 23 23 24 10' -7" C 23 23 23 24 10'-4" C 24 24 24 24 10' -0" C 24 24 24 24 9'-6" D 24 24 24 24 9' -1" D 25 25 25 25 81-8" E 25 25 25 25 B 10 3 22'-8" 14' -10" A 20 26 27 29 21' -1" B 23 28 29 31 181-8" B 22 26 27 29 LIVE 3.5 19-5" 13'-8" A 21 25 27 28 19' -7" B 24 27 29 30 17'-4" B 23 25 27 28 24 4 1T -0" 12'-8" B 21 25 26 28 18' -3" B 24 27 28 30 16' -2" B 23 25 26 28 23 4.5 15-1" 11' -10" B 22 24 26 27 17' -3" C 25 26 28 29 15' -3" B 24 25 26 28 23 5 13' -7" 11' -T' B 22 24 26 27 16'-4" C 25 26 28 29 14'-6" B 24 24 26 27 23 5.5 12'-4" 10' -7" B 22 24 25 27 15'-6" C 25 26 27 29 13' -9" B 24 24 26 27 23 6 11'-4" 10' -1" B 23 24 25 26 14' -10" C 26 26 27 29 13' -2" C 25 25 25 27 22 6.5 10' -5" 9' -7" B 23 23 25 26 14' -2" C 26 26 27 28 12' -7" C 25 25 25 27 22 7 9'-8" 9' -2" B 23 23 25 26 13'-8" C 26 26 27 28 12' -2" C 25 25 25 26 22 7.5 9' -1" S -10" B 23 23 24 26 13' -2" C 27 27 27 28 11'$" C 26 26 26 26 22 8 8' -0" 8' -5" B 24 24 24 26 12'-8" C 27 27 27 28 11'4" C 26 26 26 26 22 8.5 8' -0" 8' -2" B 24 24 24 25 12' -3" D 27 27 27 27 10' -11" C 26 26 26 26 22 9 T-&' T -10" B 24 24 24 25 11' -10" D 27 27 27 27 10' -7" C 26 26 26 26 22 9.5 T -2" T -7" B 24 24 24 25 11'-6" D 28 28 28 28 10'4" C 27 27 27 27 22 10 U -9" 7'-4" B 24 24 24 25 11' -2" D 28 28 28 28 10' -0" C 27 27 27 27 F 11 6-2" 6' -11" B 24 24 24 25 10' -T' E 28 28 28 28 9'-6" D 27 27 27 27 12 6-8" 6-61 C 25 25 25 25 10' -1" E 29 29 29 29 9' -1" D 28 28 28 28 13 1 5' -2" 1 6' -T' I C 1 25 1 25 1 25 1 25 11 9-7" 1 E 1 29 1 29 1 29 1 29 11 8'$' 1 E 1 28 1 28 1 28 1 28 115 MPH EXPOSURE B 20 3 11' -10" 101-4" B 16 22 23 24 15' -2" C 18 24 25 26 1T-v, B 18 22 23 25 LIVE 3.5 10' -2" 9-5" B 16 21 23 24 14' -0" C 19 23 25 26 12'5" C 18 22 23 24 24 4 V -11" 8'4" B 17 21 22 24 13'-0" C 19 23 24 26 11' -T' C 18 21 23 24 23 4.5 T -11" 8' -1" B 17 21 22 23 12' -2" D 20 22 24 25 10' -11" C 19 21 22 24 23 5 7' -1" T -7" B 17 20 22 23 11'-6" D 20 22 24 25 10' -3" C 19 21 22 23 23 5.5 6' -5" T -1" B 17 20 21 23 10' -10" E 20 22 23 25 9' -9" D 19 21 22 23 23 6 5' -11" 6-8" B 18 20 21 22 101-4" E 20 22 23 24 9'-4" D 20 20 22 23 22 6.5 5' -5" 6'-4" C 18 20 21 22 9-10" E 21 21 23 24 8' -11" D 20 20 22 23 22 7 5' -1" 6-0" C 18 20 21 22 9' -5" E 21 21 23 24 8' -6" E 20 20 21 23 22 7.5 4' -9" 5' -9" C 18 19 21 22 9' -1" E 21 21 23 24 8' -2" E 20 20 21 22 22 8 4' -5" 5'-6" C 18 19 21 22 8' -8" F 21 21 22 24 T -11" E 20 20 21 22 22 8.5 4' -2" 5-3" C 18 19 20 22 8' -5" F 21 21 22 23 7'-8" E 21 21 21 22 22 9 T -11" 5' 4" C 18 19 20 22 8' -1" F 21 21 22 23 T -5" E 21 21 21 22 22 9.5 3' -9" 4' -10" C 18 19 21 22 T -10" F 22 22 22 23 7' -2" E 21 21 21 22 22 10 3'-6" 4' -8" C 19 19 21 22 7' -7" F 22 22 22 23 6' -11" F 21 21 21 22 F 11 3' -2" 4' -0" C 19 20 21 22 7' -1" F 22 22 22 23 6'S" F 21 21 21 22 12 2' -11" 4' -0" C 19 20 21 23 6'-8" F 22 22 22 23 6' -2" F 22 22 22 23 13 2'-8" 3' -9" C 19 20 22 23 6'-4" F 22 22 22 23 5-11" F 22 22 22 23 115 MPH EXPOSURE B 30 3 8'-0" 9' -1" B 15 21 23 24 13' 6" E 18 23 24 26 12' -0" C 17 21 23 24 3.5 3.5 V -10" 8' -3" C 16 21 22 23 12' -5" E 18 23 24 25 11' -1" D 17 21 22 24 4 4 6-0" T -7" C 16 20 22 23 11'4" E 18 22 24 25 10' -3" E 18 21 22 23 4.5 4.5 5' 4" T -0" C 16 20 21 23 10' -9" F 19 22 23 25 9'-8" E 18 21 22 23 5 5 4' -10" 6'-6" C 16 20 21 22 10' -1" F 19 22 23 24 9'4" E 18 20 22 23 5.5 5.5 4'-4" 6' -1" C 17 20 21 22 9' -7" F 19 21 23 24 8' -7" F 19 20 21 23 6 6 4' -0" 5' -9" C 17 19 21 22 9' -1" F 19 21 23 24 8' -2" F 19 20 21 22 6.5 6.5 3'-8" 5' -5" C 17 19 20 22 8'-8" F 20 21 22 24 TAU' F 19 20 21 22 7 7 3' -5" 5' -2" C 17 19 20 22 8' -3" F 20 21 22 23 T-6" F 19 20 21 22 7.5 7.5 T -2" 4' -11" D 17 19 20 21 T -11" F 20 21 22 23 T -2" F 19 19 21 22 8 8 3' -0" 4' -8" D 17 19 20 21 T -7" F 20 20 22 23 6-11" F 20 20 21 22 8.5 8.5 2' -10" 4' -5" D 17 19 20 21 T -3" F 20 20 22 23 6-8" F 20 20 20 22 9 9 2'-8" 4' -3" D 17 19 20 22 T -0" F 20 20 21 23 6'-6" F 20 20 20 22 9.5 9.5 2'-6" 4' -1" D 17 19 21 22 6' -9" F 21 21 21 23 6' -3" F 20 20 21 22 16 115 \ADW FYPhCI IPG r nr 17r1 AADW FYPr)Q1 IDP R 26 2t 3.5 5' -2" 6' -11" C 17 22 23 25 10' -T' F 30 3 8' -0" 9' -1" B 17 23 25 26 13'-6" E 20 25 27 28 12' -0" C 19 23 25 26 23 3.5 6-10" 8' -3" C 18 23 24 25 12' -5" E 20 25 26 28 11'4" D 20 23 24 26 23 4 6' -0" T -7" C 18 22 24 25 11'-6" E 21 24 26 27 10' -3" E 20 23 24 26 23 4.5 5'-4" T 0" C 18 22 23 25 10' -9" F 21 24 25 27 9-8" E 20 22 24 25 22 5 4' -10" 6'-6" C 18 22 23 24 10' -1" F 21 24 25 26 9' -1" E 21 22 24 25 22 5.5 4'4" 6' -1" C 19 21 23 24 9-T' F 22 23 25 26 8' -7" F 21 22 23 25 22 6 4 %0" 5' -9" C 19 21 23 24 9-1" F 22 23 25 26 8' -2" F 21 22 23 24 22 6.5 3'-8" 5' -5" C 19 21 22 24 8'-8" F 22 23 24 26 T -10" F 21 21 23 24 22 7 T -5" 5' -2" C 19 21 22 23. 8' -3" F 22 23 24 25 T-6" F 22 22 23 24 22 7.5 T -2" 4' -11" D 19 20 22 23 T -11" F 23 23 24 25 T -2" F 22 22 23 24 21 8 T -0" 4'4" D 19 20 22 23 T -7" F 23 23 24 25 6-11" F 22 22 22 24 21 8.5 2' -10" 4' -5" D 19 20 22 23 T -3" F 23 23 24 25 6'-8" F 22 22 22 24 21 9 2'-8" 4' -3" D 19 21 22 24 T -0" F 23 23 23 25 6-8" F 22 22 22 24 22 9.5 2'-6" 4' -1" D 20 21 22 24 6' -9" F 23 23 23 25 6' -3" F 1 23 23 23 24 115 MPH EXPOSURE B 40 3 6' -1" T -7" C 15 20 22 23 11' -7" E 17 22 24 25 10'-4" E 16 21 22 23 3.5 5' -2" 6' -11" C 15 20 21 23 10' -T' F 17 22 23 24 9'-6" E 17 20 22 23 4 4'-6" 6' -3" C 15 20 21 22 9' -9" F 17 21 23 24 8' -10" E 17 20 22 23 4.5 4' 4" 5' -10" C 15 19 21 22 9-1" F 18 21 23 24 8' -3" F 17 20 21 22 5 Y -T' 5' -0" C 15 19 20 22 8' -T' F 18 21 22 24 T -9" F 17 20 21 22 5.5 3' -3" 5' -0" D 16 19 20 21 8' -1" F 18 21 22 23 T-4" F 18 19 21 22 6 S-91 4' -8" D 16 19 20 21 T -7" F 18 20 22 23 T -0" F 18 19 21 22 6.5 2' -9" 4'S" D 16 18 20 21 T -3" F 19 20 22 23 6-8" F 18 19 20 22 7 2' -7" 4' -2" D 16 18 20 21 6-11" F 19 20 21 23 6'-4" F 18 19 20 22 7.5 2' -5" 3' -11" D 16 18 20 21 6' -T' F 19 20 21 22 6' -1" F 18 19 20 21 8 2-3" 3' -9" E 16 19 20 21 6' -3" F 19 20 21 22 5' -10" F 19 19 20 21 8.5 2' -1" 3' -T' E 16 19 20 21 6-0" F 19 20 21 22 6-8" F 19 19 20 21 9 1 2' -0" 1 3'5" E 1 16 1 19 1 20 1 22 11 6 -10" F 1 19 1 19 1 21 22 5' -5" F 19 19 20 22 115 MPH EXPOSURE C or 130 MPH EXPOSURE B �Of ESSIO Q 40 3 6' -1" T-7- C 16 22 24 25 11' -7" E 19 24 26 2t 3.5 5' -2" 6' -11" C 17 22 23 25 10' -T' F 19 24 25 27 4 4'-6" 6' -3" C 17 21 23 24 9' -9" F 20 23 25 26 4.5 4' -0" 5' -10" C 17 21 23 24 9' -1" F 20 23 25 26 5 T -7" 5'-4" C 17 21 22 24 8' -7" F 20 23 24 2 5.5 3' -3" 5' -0" D 17 21 22 23 8' -1" F 20 22 24 5 6 3' -0" 4'-8" D 18 20 22 23 T -7" F 21 22 24 25 IV 11- 6.5 2' -9" 4' -5" D 18 20 22 23 7' -3" F 21 22 23 25 C1�P 9�OFCALIFC� 7 2' -7" 4' -2" D 18 20 21 23 6' -11" F 21 22 23 25 7.5 2' -5" T -11" D 18 20 22 23 6' -7" F 21 22 23 24 8 2' -3" 3' -9" E 18 20 22 23 6' -3" F 21 21 23 24 FEB 24 2014 8.5 2' -1" 3' -T' E 18 20 22 23 6-0" F 21 21 23 24 9 1 2' -0" 3'5" E 1 18 1 21 1 22 1 24 11 5-10" F 1 22 1 22 1 23 24 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 12 of 106 LATTICE COVER 2 -0 POST SPACINGS FOR PATIO ANn COMMERCAAI CnVFRS NnRMAI WINr1 ARFAS TABLE 2.1 0.042 "x3 "x8" Alum Beam LAOS Dble 0.042 "x3 "x8" Alum Beam LA21 Dble 0.040 "x2 "x6.5" Alum Beam LA2! TABLE 2.1 0.042 "x3 "x8" Alum Beam LAOd Dble 0.042 "x3 "x8" Alum Beam LA21' Dble 0.040 "x2 "x6.5" Alum Beam LA2.1 25 Attached Single Freestanding o1 C Attached Singl Freestanding of 27 Attached Freestanding of B Attached SingiE Freestanding of 25 Attached Single Freestanding of 3.5 Attached single Freestanding of B 19 Span Structure Multispan Units 26 Span Structure Multispan Units 21 Structure Multispan Units 28 12' -5" Span Structure Multispan Units 24 Span Structure Multispan Units 4 Span Structure Multispan Units GROUND TRIB MAX MAX 24 26 MAX POST LENGTH MAX 22 25 MAX POST LENGTH MAX 11' -7" C MAX POST LENGTH GROUND TRIB MAX MAX 4.5 T -11" MAX POST LENGTH MAX 19 22 MAX POST LENGTH MAX 12' -2" D MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER IT ' 10' I 12' POST MIN FOOTER 8' ' 10' I 12' SNOW WIDTH POST POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POSI SIZE CONSTRAINED FOOTEF SPACING POS1 SIZE CONSTRAINED FOOTER LOAD (FT) SPACING SPACINE POSI SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEI (PSF) E ON SLAB (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" I "d- I "d" I (FT) TYPE "d" "d" I "d" "d" (PSF) C ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" I "d" 22 23 (FT) 7 7 (in) I (in) (in) (in) C 20 (in) (in) (in) (in) 24 9' -5" (in) I (in) (in) (in) 23 25 (FT) 8' -6" E (in) (in) (in) (in) 23 25 (in) (in) (in) (in) 4' -9" 6 -9" (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 10'4" B 18 24 25 27 15' -2" C 21 26 27 29 13'-6" B 20 24 25 27 LIVE 3.5 10' -2" 9' -5" B 19 23 25 26 14' -0" C 21 25 27 28 12' -5" C 20 24 25 26 4 4 8' -11" 8' -8" B 19 23 24 26 13' -0" C 22 25 26 28 11' -7" C 21 23 25 26 4.5 4.5 T -11" 8' -1" B 19 22 24 25 12' -2" D 22 24 26 27 10' -11" C 21 23 24 26 5 5 T -1" T -7" B 19 22 24 25 11' -6" D 22 24 26 27 10' -3" C 21 23 24 26 5.5 5.5 6' -5" T -1" B 20 22 23 25 10' -10" E 23 24 25 27 9' -9" D 22 22 24 25 6 6 6 -11" 6'-8" B 20 22 23 25 10'4" E 23 24 25 27 9'-4" D 22 22 24 25 6.5 6.5 5' -5" 6-4" C 20 21 23 24 9' -10" E 23 23 25 26 8' -11" D 22 22 23 25 7 7 5' -1" 6-0" C 20 21 23 24 9' -5" E 23 23 25 26 8' -6" E 23 23 23 25 7.5 7.5 4' -9" 6 -9" C 20 21 23 24 9' -1" E 24 24 25 26 8' -2" E 23 23 23 24 8 8 4' -5" 6-6" C 20 21 22 24 8' -8" F 24 24 24 26 T -11" E 23 23 23 24 8.5 8.5 4' -2" 5' -3" C 21 21 22 24 8' -5" F 24 24 24 26 7'-8" E 23 23 23 24 9 9 T -ti" 6 -0" C 21 21 22 24 8' -1" F 24 24 24 25 T -5" E 23 23 23 24 9.5 1 9.5 T -9" 4' -10" C 21 21 22 24 T -10" F 24 24 24 25 T -2" E 24 24 24 24 10 3' -6" 4'4" C 21 21 23 24 T -7" F 24 24 24 25 6' -11" F 24 24 24 24 GENERAL INSTRUCTIONS FOR THESE TABLES 11 1 Y -2" 1 4'4" 1 C 1 21 1 21 1 23 1 24 T -1" 1 F 1 25 1 25 1 25 1 25 11 6'-6" 1 F 1 24 24 24 24 115 MPH EXPOSURE B 25 3 9' -7" 10' -1" B 16 22 23 24 14' -10" D 18 23 25 26 13' -2" C 17 22 23 25 27 3.5 8' -2" 9' -2" B 16 21 23 24 13'-8" E 19 23 24 26 12' -2" C 18 21 23 24 26 4 T -2" 8' -5" C 17 21 22 23 12'-8" E 19 23 24 25 11'-4" D 18 21 23 24 26 4.5 6'-4" T -10" C 17 21 22 23 11' -10" E 19 22 24 25 10' -7" E 19 21 22 24 26 5 6 -9" 7-4" C 17 20 22 23 11' -2" F 20 22 23 25 10' -0" E 19 21 22 23 25 5.5 5' -2" 6-11" C 17 20 21 23 10' -7" F 20 22 23 24 9'-6" E 19 20 22 23 25 6 4' -9" 6'-6" C 17 20 21 22 10' -1" F 20 22 23 24 9' -1" E 19 20 22 23 25 6.5 4' -5" 6-2" C 18 20 21 22 9' -T' F 20 21 23 24 8' -8" F 20 20 21 23 25 7 4' -1" F -10" C 18 19 21 22 9'4" F 21 21 23 24 8'4" F 20 20 21 23 25 7.5 T -10" 5' -T' C 18 19 21 22 9 -10" F 21 21 22 24 &-a, F 20 20 21 22 24 8 T -7" 6-4" C 18 19 20 22 8' -5" F 21 21 22 23 7'-8" F 20 20 21 22 24 8.5 3'13" 5' -1" D 18 19 20 21 8' -2" F 21 21 22 23 T -5" F 20 20 21 22 24 9 T -2" 4' -10" D 18 19 20 22 T -10" F 21 21 22 23 T -2" F 21 21 21 22 24 9.5 1 3' -0" 1 4'4" 1 D 1 18 1 19 1 21 1 22 7' -T' I F 1 21 1 21 1 22 1 23 11 6-11" 1 F 1 21 1 21 21 1 22 I l0 MVI-I t7lt Ubumt U or 1:H7 MFH tAI LSUML 13 25 3 9-7" 10' -1" B 18 24 25 26 14' -10" D 20 26 27 29 13' -2" C 20 24 25 27 3.5 3.5 8' -2" 9' -2" B 18 23 25 26 13'-8" E 21 25 27 28 12' -2" C 20 23 25 26 4 4 T -2" 9-61 C 19 23 24 26 12'-8" E 21 25 26 28 111-4" D 21 23 25 26 4.5 4.5 6'13" T -10" C 19 22 24 25 11' -10" E 22 24 26 27 10' -7" E 21 23 24 26 5 5 5-9" 7'4- C 19 22 24 25 11' -2" F 22 24 26 27 10' -0" E 21 23 24 25 5.5 5.5 5' -2" 6-11" C 19 22 23 25 10' -7" F 22 24 25 27 9'-6" E 22 22 24 25 6 6 4' -9" 6'-6" C 20 22 23 24 19 -1" F 23 24 25 26 9' -1" E 22 22 24 25 6.5 6.5 4' -5" 6-2" C 20 21 23 24 9' -T' F 23 23 25 26 8'-8" F 22 22 23 25 7 1 7 4' -1" F -10" C 20 21 23 24 9' -2" F 23 23 25 26 8'4" F 22 22 23 25 7.5 T -10" 6 -7" C 20 21 22 24 8' -10" F 23 23 24 26 8' 4" F 23 23 23 24 8 T -7" 5'4" C 20 21 22 24 8' -5" F 24 24 24 26 T-8" F 23 23 23 24 8.5 3'-4" 6 -1" D 20 21 22 23 8' -2" F 24 24 24 25 7' -5" F 23 23 23 24 9 T -2" 4' -10" D 20 21 22 24 T -10" F 24 24 24 25 T -2" F 23 23 23 24 9.5 X -0" 4'-8" D 20 21 22 24 7' -T' F 24 24 24 1 25 6' -11" F 23 23 1 23 1 24 10 1 2'40" 1 4'-6" 1 D 1 21 1 21 1 23 1 24 11 7'-4" 1 F 1 24 1 24 1 24 25 6' -9. F 24 24 24 24 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 115 MPH EXPOSURE B 60 3 4' -1" 5-10" C 13 19 21 22 9' -2" F 16 21 23 24 8' 4" F 15 20 21 23 3.5 3.5 T -6" 5' -3" C 14 19 20 22 8'-4" F 16 21 22 23 T -7" F 15 20 21 22 4 4 3' -0" 4' -9" D 14 19 20 21 T -8" F 16 20 22 23 T -0" F 16 19 21 22 4.5 4.5 2'-8" 4'4" D 14 18 20 21 T -i" F 16 20 21 23 6-6" F 16 19 20 22 5 5 2' -5" 4' -0" D 14 18 19 21 6' -7" F 17 20 21 22 6' -2" F 16 19 20 21 5.5 5.5 2' -2" T -8" E 14 18 19 20 6' -2" F 17 20 21 22 5' -9" F 16 19 20 21 6 6 2' 4" 3' -5" E 14 18 19 20 6 -10" F 17 19 21 22 5' -6" F 16 18 20 21 6.5 6.5 1' -10" T -2" E 14 18 19 21 6-6" F 17 19 21 22 5' -2" F 17 18 20 21 7 1 7 1' -9" 3' -0" E 14 18 20 21 5' -3" F 17 19 20 22 4' -11" F 17 18 20 21 7.5 1' -7" 2' -10" E 14 18 20 21 5' -0" F 17 19 20 21 4'4" F 17 18 20 21 8 1' -6" 2'-8" E 14 19 20 21 4'4" G 17 19 20 21 4'-6" F 17 19 20 21 8.5 T -5" 2' -6" E 1 14 19 20 1 21 1 4' -6" G 17 1 19 20 21 4'13" F 17 19 20 1 21 1 I MPH FXP()311RF C or 130 MPH FXPORI IRF R 60 3 4' -1" 5' -10" C 15 21 23 24 9' -2" F 17 23 25 26 8'4" F 17 22 23 25 a 3.5 T -6" 5' -3" C 15 21 22 24 8'4" F 18 23 24 25 T -7" F 17 21 23 24 7' 4 3-9- 4'4" D 15 20 22 23 T-8" F 18 22 24 25 T -0" F 18 21 23 24 10.5' 4.5 2'4" 4'-4" D 16 20 21 23 T -1" F 18 22 23 25 6'4" F 18 21 22 24 n/a 5 2' -5" 4' -0" D 16 20 21 23 6' -7" F 19 22 23 24 6-2" F 18 21 22 23 n/a 5.5 2' -2" 3'4" E 16 19 21 22 6-2" F 19 21 23 24 6 -9" F 18 20 22 23 6 2' 4" 3' -5" E 16 19 21 22 5' -10" F 19 21 23 24 5'-6" F 19 20 22 23 6.5 1' -10" 3' -2" E 16 20 21 22 5'-6" F 19 21 22 24 5' -2" F 19 20 21 1 23 7 1 1'4" 1 T-O" 1 E 1 16 1 20 1 21 1 23 11 6 -3" 1 F 1 19 1 21 1 22 1 24 11 4' -11" 1 F 1 19 1 20 21 1 23 OVER- HANG Post Description Max Hgt TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) Detail # 0.024 "x3 "x3" Post w/ Side lat FT 8' 9' 10' 11' 12' 13' 14' 15' 16' 1T 18' 19' 20' 21' a 4' 4.6 5' 55 6' 65 T 75 9 8.5' 9 9.5' 10' 10.6 1' 4.5' 5' 5.5' IT 6.5' 7' 7.6 8' 8.6 9' 9.5' 10' 10.5' 11' 2' 5' 5.5' 6' 65 7' 75 IT 85 9' 9.5' 10' 10.5' 11' 11.5' 3' n/a n/a n/a Na 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 4 n/a n/a Na Na n/a Na n/a 19 10.5' 11' 11.5' 12' 125 5' n/a Na n/a n/a n/a n/a n/a n/a n/a n/a n/a Na 12.6 13' TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max Hgt POST Code Detail # 0.024 "x3 "x3" Post w/ Side lat 12' C LA22 Alum 0.032 "x3 "x3" Lockseam 11' D LA15 Alum 0.040 "x3 "x3" Lockseam 11' E LA15 Alum 0.055 "x3 "x3" Fluted 10' F LA19 Alum 0.075 "xWx3" Square 10' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H 915 Alum 0.120 "x3 "x3" Square 10' 1 LA20 Steel 0.043 "x3 "x3" Lockseam 10' J LA15 Alum 0.120 "x4 "x4" Square 12' K LA20 3/16 "x3 "x3" Steel Square 14' L I LA17 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9 -11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 13 of 106 Carl Putnam, P. E. 3441 Ivylink Place TABLE 2.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Lockseam d= 20" 8' C MU49 Steel 0.043 "x3 "x3" Lockseam d= 22" 8' B MU49 Alum 0.120 "x3 "x3" Square d= 25" 8' D LA20 Alum 0.120 "x3 "x3" Square d= 27" 8' B LA20 Alum 0.120 "x4 "x4" Square d= 28" 8' E LA20 3/16 "x3 "x3" Steel Square d= 29" 13' F LA17 Alum 0.120 "x4 "x4" Square d= 32" 10' E LA20 3/16 "0"0" Steel Square d= 32" 10' G LA17 3/16 "x4 "x4" Steel Square d= 35" 14' 1 LA17 3/16 "x4 "x4" Steel Square d= 38" 10' J LA17 3116 "x5 "x5" Steel S uare d= 42" 14' K LA17 3/16 "x6 "x6" Steel Square d= 47" 15' L LA17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 EB 24 2014 LATTICF CnVFR 2 0 PAST SPAr:INAS FAR PATIn ANn CnMMPRCIAI I^_nVFRS NnRMAI WINn ARFAS TABLE 2.51 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAO( TABLE 2.51 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAO( 28 Attached Single Freestanding of 5.5 Attached Sing1 Freestanding of D Attached Freestanding of 28 Attached SingiE Freestanding o1 6 Attached single Freestanding o1 D Attached Single Freestanding of 27 26 Span Structure Multispan Units 10' -5" Span Structure Multispan Units 25 Structure Multispan Units 29' -5" 17'-6" Span Structure Multispan Units 16' -1" Span Structure Multispan Units 25 Span Structure Multispan Units GROUND TRIB MAX MAX E 25 MAX POST LENGTH MAX 29 15' -7" MAX POST LENGTH MAX 14'-8" E MAX POST LENGTH GROUND TRIB MAX MAX 8.5 8' -0" MAX POST LENGTH MAX 25 25 MAX POST LENGTH MAX 14' -1" 9 MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' ' 15' POST MIN FOOTER 8' 1 12' 1 15' POST MIN FOOTER 8' ' 12' I 15' SNOW WIDTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' 1 12' I 15' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACINE POSI SIZE CONSTRAINED FOOTEF SPACING POS1 SIZE CONSTRAINED FOOTER LOAD (FT) SPACING SPACINC POSI SIZE CONSTRAINED FOOTEF SPACINC- POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEI (PSF) 13 ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYP "d" "d" "d "d" (FT) TYP "d" "d" "d" "d" (PSF) 26 ON SLAB (FT) TYP "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "Cr "d" r` nr 1'Arl (FT) IRF R (in) (in) (in) (in) 29 29 (in) (in) (in) (in) 16' -2" F (in) (in) (in) (in) 30 26 (FT) F 34 (in) (in) (in) (in) 27 26 (in) (in) (in) (in) 13' -0" E (in) (in) (in) (in) 115 MPH EXPOSURE B 10 5 13' -T' 20' -2" C 24 25 28 25 LIVE 5.5 12'-4" 18' -11" D 24 25 28 31 20' -0" 6 11'-4" 1T -10" D 24 24 27 26 26 6.5 10' -5" 16' -11" D 25 25 27 29' -5" 17'-6" 7 9'-8" 16' -1" E 25 25 27 27 27 7.5 9' -1" 15'-1" E 25 25 26 29 15' -7" 8 8' -6" 14'-8" E 25 25 26 27 27 8.5 8' -0" 14' -1" E 25 25 26 20' -0" 14' -1" 9 T -6" 13'5" E 25 25 26 28 28 9.5 T -2" 13' -0" E 26 26 26 28 12' -7" 10 6' -9" 12' -6" E 26 26 26 28 28 10.5 6' -5" 12' -1" E 26 26 26 15'-4" E 11 6' -2" 11'-6" E 26 26 26 30 30 11.5 5' -i t" 11' -1" E 26 26 26 27 8 12 5' -8" 10' -7" E 26 26 26 17'-6" F 13 5' -2" 9' -10" E 26 26 26 34 34 14 4' -10" 9' -1" E 26 26 26 28 28 15 4'S" 1 8'-6" E 1 26 1 26 26 23' -9" F 115 MPH FYPr)CI IRF r` nr 1'Arl MPH FYPnQl IRF R 13'-6" 10 23' -8" E 25 26 29 27 22' -3" E 25 26 29 28 21' -1" E 26 26 28 31 20' -0" E 26 26 28 18' -11" 19' -1" F 26 26 28 22' -3" 18' -3" F 26 26 27 29' -5" 17'-6" F 27 27 27 28 16' -10" F 27 27 27 27 16' -2" F 27 27 27 29 15' -7" F 27 27 27 32 15' -1" F 27 27 27 16' -11" 14' -7" F 27 27 27 20' -0" 14' -1" F 28 28 28 27'-8" 13-8" F 28 28 28 27 13' -3" F 28 28 28 28 12' -7" F 28 28 28 30 11' -11" F 28 28 28 33 11'-4" F 28 28 28 15'-4" 10 39-4" F 27 27 29 27 29' -5" F 28 28 29 28 28' -6" F 29 29 29 31 27' -8" F 29 29 29 18' -11" 26-6" F 29 29 29 22' -3" 25'5" F 30 30 30 29' -5" 24' -7" F 30 30 30 28 23'4" F 30 30 30 27 22' -11" F 30 30 30 29 22' -2" G 31 31 31 32 21' -6" G 31 31 31 16' -11" 20' -11" G 31 31 31 20' -0" 20'4" G 31 31 31 27'-8" 19' -9" G 31 31 31 27 19' -3" G 32 32 32 28 18'4" G 32 32 32 30 17' -6" G 32 32 32 33 16' -9" 1 G 1 32 32 32 15'-4" 10 5 13' -T' 20' -2" C 27 27 30 27 23'-8" E 28 28 32 28 30'4' F 31 31 32 29 LIVE 5.5 12'-4" 18' -11" D 27 27 30 27 22' -3" E 29 29 31 28 29' -5" F 31 31 32 29 28 6 11' -4" 1T -10" D 27 27 30 26 21' -1" E 29 29 31 28 28'-6" F 32 32 32 28 28 6.5 10' -5" 16' -11" D 28 28 29 26 20' -0" E 29 29 30 27 27'-8" F 33 33 33 28 27 7 9'-8" 16' -1" E 28 28 29 26 19' -1" F 30 30 30 27 26'-6" F 33 33 33 28 27 7.5 9' -1" 15'-4" E 28 28 29 25 18' -3" F 30 30 30 27 25'-6" F 33 33 33 28 27 8 V-6" 14'-8" E 28 28 29 25 17'-6" F 30 30 30 26 24' -7" F 34 34 34 27 27 8.5 8' -0" 14' -1" E 28 28 28 25 16' -10" F 30 30 30 26 23' -9" F 34 34 34 27 26 9 7'-6" 13'-6" E 29 29 29 25 16' -2" F 30 30 30 26 22' -11" F 34 34 34 27 26 9.5 T -2" 13' -0" E 29 29 29 24 15' -7" F 31 31 31 26 22' -2" G 34 34 34 27 26 10 6' -9" 12'-6" E 29 29 29 24 15' -1" F 31 31 31 25 21' -6" G 35 35 35 27 26 10.5 6' -5" 12' -1" E 29 29 29 24 14' -T' F 31 31 31 25 20' -11" G 35 35 35 27 26 11 6' -2" 11'5" E 29 29 29 24 14'-1" F 31 31 31 25 20'-4" G 35 35 35 27 26 11.5 F -11" 11' -1" E 29 29 29 24 13'-8" F 31 31 31 25 19' -9" G 35 35 35 27 26 12 5'-8" 10' -7" E 29 29 29 24 13' -3" F 31 31 31 25 19' -3" G 35 35 35 27 F 13 5' -2" 9'-10" E 29 29 29 25 12' -T' F 32 32 32 25 18'-4" G 36 36 36 28 U 14 4' -10" 9' -1" E 29 29 29 25 11' -11" F 32 32 32 25 17'-6" G 36 36 36 28 F 15 4'-6" 8'-6" E 29 29 29 25 11'-4" 1 F 1 32 32 32 25 16' -9" 1 G 1 36 36 36 28 115 MPH FYPnCi IRF R 20 5 T -1" 12' -11" E 21 23 25 27 15' -7" F 22 • 24 26 28 22' -2" G 25 25 27 29 LIVE 5.5 6' -5" 12' -1" E 21 22 25 27 14' -7" F 22 23 26 28 20' -11" G 25 25 27 29 28 6 5' -11" 11' -1" E 21 22 25 26 13' -9" F 22 23 26 28 19' -10" G 25 25 27 28 28 6.5 5' -5" 10' -3" E 21 22 24 26 13' -0" F 23 23 25 27 18' -10" G 26 26 26 28 27 7 5' -1" 91-6" E 21 21 24 26 12'4" F 23 23 25 27 18' -0" G 26 26 26 28 27 7.5 4' -9" 8' -11" E 21 21 24 25 11' -8" F 23 23 25 27 1T -3" G 26 26 26 28 27 8 4' -5" 8'-4" E 21 21 23 25 11' -2" F 23 23 25 26 16-T' G 26 26 26 27 27 8.5 4' -2" T -10" E 21 21 23 25 10' -7" F 23 23 25 26 15' -11" H 26 26 26 27 26 9 T -11" T -5" E 21 21 23 25 10' -0" F 23 23 24 26 164" H 27 27 27 27 26 9.5 3' -9" T -1" E 21 21 23 24 9'-6" F 23 23 24 26 14' -10" H 27 27 27 27 26 10 T-6" 6'-8" E 21 21 22 24 9' 4" F 23 23 24 25 14'4" H 27 27 27 27 26 10.5 3'-4" 6-5" E 21 21 22 24 8' -7" F 23 23 24 25 13' -11" H 27 27 27 27 26 11 3' -2" 6' -1" E 21 21 22 24 8' -3" F 23 23 23 25 13' -6" H 27 27 27 27 26 11.5 S -1" 5' -10" E 21 21 22 24 T -10" F 23 23 23 25 13-1" H 27 27 27 27 26 12 2' -11" 5' -T' E 21 21 23 24 7' -7" F 23 23 23 25 12' -9" H 27 27 27 27 F 13 2'-8" 5' -2" E 21 21 23 25 7' -0" F 23 23 23 25 12' -0" H 28 28 28 28 U 14 2'S" 4' -5' E 21 21 23 25 6'-6" F 23 23 23 25 11' -5" H 28 28 28 28 F 15 2' -4" 4'S" E 21 21 24 25 6' -1" F 23 23 24 25 10' -11" H 28 28 28 28 115 MPH EXPOSURE B 30 5 4' -10" 101-8" F 19 22 25 26 13'4" F 21 23 26 27 19'4" H 24 24 27 28 5.5 5.5 4'-4" 9' -9" F 19 21 24 26 12'-6" F 21 23 25 27 18' -3" H 24 24 26 28 6 6 4' -0" 8' -11" F 19 21 24 25 11' -9" F 21 22 25 27 17' -3" H 24 24 26 28 6.5 6.5 T -8" 8' -3" F 19 21 23 25 11' -1" F 21 22 25 26 16' -5" H 24 24 26 27 7 7 3' -5" T -8" F 19 20 23 25 10'4" F 21 22 24 26 15'-8" H 25 25 25 27 7.5 7.5 3-2" T -2" F 19 20 23 24 9-8" F 21 21 24 26 15' -0" H 25 25 25 27 8 8 3'-0" 6' -9" F 19 20 23 24 9' -1" F 21 21 24 25 14'4" H 25 25 25 27 8.5 8.5 2' -10" 6'4" F 19 20 22 24 8' -6" F 21 21 23 25 13' -10" H 25 25 25 26 9 9 2'$" 6-0" F 19 19 22 24 8' -1" F 21 21 23 25 13' -3" H 25 25 25 26 9.5 9.5 2'-6" 5'-8" F 19 19 22 24 T-8" F 21 21 23 25 12' -10" 1 25 25 25 26 10 10 2' -5" 5'4" F - 19 19 22 24 T -3" F 21 21 23 24 12' -5" 1 26 26 26 26 10.5 10.5 2' -3" 5' -1" F 19 20 22 24 6-11" F 21 21 23 24 12' -0" 1 26 26 26 26 11 11 2' -2" 4' -11" F 19 20 22 24 6' -7" F 21 21 22 24 11' -7" 1 26 26 26 26 11.5 1 11.5 2' -1" 4'-8" F 19 1 20 1 22 24 6' 4" F 21 21 22 24 11' -3" I 26 26 26 26 20 11A 1.ADH CYDnQ1 ID= r n. 11n AADH CYDr)CI IDG R 27 29 5.5 3'-3" T -5" F 20 22 25 27 10' -0" F 30 5 4' -10" 10'-8" F 22 24 27 29 13'-4" F 23 25 28 30 19-4" H 27 27 29 31 27 5.5 4'-4" 9' -9" F 22 23 26 28 12'-6" F 24 25 28 29 18' -3" H 27 27 29 30 27 6 4' -0" 8' -11" F 22 23 26 28 11'4" F 24 24 27 29 17' -3" H 27 27 28 30 27 6.5 3-8" 8' -3" F 22 23 25 27 11' -1" F 24 24 27 29 16' -5" H 27 27 28 30 26 7 T -5" 7'-8" F 22 22 25 27 10'-4" F 24 24 27 28 15'-8" H 28 28 28 30 26 7.5 T -2" T -2" F 22 22 25 27 9-8" F 24 24 26 28 15' -0" H 28 28 28 29 26 8 3' -0" 6' -9" F 22 22 25 26 9-1" F 24 24 26 28 14'4" H 28 28 28 29 26 8.5 2' -10" 6'-4" F 22 22 24 26 V-6" F 24 24 26 27 13' -10" H 28 28 28 29 26 9 7-8" 6-0" F 22 22 24 26 8' -1" F 24 24 25 27 13' -3" H 28 28 28 29 25 9.5 2'-6" 5'-8" F 22 22 24 26 T -8" F 24 24 25 27 12' -10" 1 29 29 29 29 25 10 2' -5" 64" F 22 22 24 26 T -3" F 24 24 25 27 12' -5" 1 29 29 29 29 25 10.5 2' -3" 5' -1" F 22 22 24 26 6-11" F 24 24 25 26 12' -0" 1 29 29 29 29 25 11 2' -2" 4' -11" F 22 22 24 26 6' -7" F 24 24 24 26 11' -T' 1 29 29 29 29 25 11.5 1 2' -1" 1 4'-8" F 1 22 1 22 1 25 1 26 11 6'4" 1 F 1 24 1 24 1 25 1 26 11 11' -3" 1 1 29 29 1 29 29 115 MPH EXPOSURE B 40 5 3' -T' 8' -1" F 18 21 23 25 10' -11" F 19 22 25 26 16' -3" H 22 23 26 27 5.5 T -3" 7'5" F 18 20 23 25 10' -0" F 20 22 24 26 151-4" H 23 23 25 27 6 3' -0" 6' -9" F 18 20 23 24 9' -2" F 20 21 24 25 14' -5" H 23 23 25 27 6.5 2' -9" 6' -3" F 18 20 22 24 8' -5" F 20 21 23 25 13' -9" H 23 23 25 26 7 2' -7" 5' -10" F 18 19 22 24 T -10" F 20 21 23 25 13' -1" H 23 23 24 26 7.5 2' -5" 5' -5" F 18 19 22 23 T -4" F 20 20 23 25 12'5" 1 23 23 24 26 8 2' -3" 5' -1" F 18 19 21 23 6-11" F 20 20 23 24 11' -11" 1 23 23 24 26 8.5 2' -1" 4' -9" F 18 19 21 23 6-6" F 20 20 22 24 11' -5" 1 24 24 24 26 9 2' -0" 4'-6" F 18 19 22 23 6' -1" F 20 20 22 24 11'-0" 1 24 24 24 25 9.5 1' -11" 4' -3" F 18 19 22 23 5' -10" F 20 20 22 24 10' -T' 1 24 24 24 25 10 1' -9" 4' -1" F 18 19 22 24 6-6" F 20 20 22 24 10' -3" 1 24 24 24 25 10.5 1'4" T -11" F 18 20 22 24 6-3" F 20 20 22 24 9-11" 1 24 24 24 25 11 1' -T' 3'-8" F 1 18 1 20 1 22 1 24 11 5' -0" F 1 20 1 20 1 22 1 24 1 9' -7" 1 1 24 24 24 25 115 MPH EXPOSURE C or 130 MPH EXPOSURE B ^fESSIQ P 40 5 3' -T' 8' -1" F 20 23 25 27 10' -11" F 22 24 27 29 5.5 3'-3" T -5" F 20 22 25 27 10' -0" F 22 23 26 28 �Q� V 6 3' -0" 6' -9" F 20 22 25 26 9-2" F 22 23 26 28 U 6.5 2' -9" 6' -3" F 20 21 24 26 8' -5" F 22 23 26 27 J 8 I 7 2' -T' 6-10" F 20 21 24 26 T -10" F 22 22 25 I 7.5 2' -5" 5' -5" F 20 21 24 25 T-4" F 22 22 25 27 * 63 15 8 2' -3" 5' -1" F 20 21 23 25 6-11" F 22 22 25 8.5 2' -1" 4' -9" F 20 20 23 25 6-61 F 22 22 24 2 9 9 2' -0" 4'-6" F 20 21 24 25 6-1" F 22 22 24 26 OFCAl1F��� 9.5 1' -11" 4' -3" F 20 21 24 26 5' -10" F 22 22 24 26 10 1' -9" 4' -1" F 20 21 24 26 5'-6" F 22 22 24 26 FEB 24 2014 10.5 1'-8" S -11" F 20 21 24 26 5' -3" F 22 22 24 26 11 1' -T' 3'-8" F 1 20 21 1 24 1 26 11 5' -0" 1 F 22 22 1 24 26 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 14 of 106 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMFRCIAI CnVFRB NnRMAI w1mn AREAS TABLE 2.5, 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAO( TABLE 2.5 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAO( 30 Attached single Freestanding oI 25 Attached Singl Freestanding o1 31 Attached Freestanding oI 28 Attached sing) Freestanding of 32 Attached single Freestanding of 6' -5" Attached single Freestanding of 23 24 Span Structure Multispan Units 14' -7" span structure Multis an Units 25 Structure Multis an Units 20' -11" G Span Structure Multis an Units 29 span Structure Multis an Units 6 Span Structure Multis an Units GROUND TRIB MAX MAX 29 13' -9" MAX POST LENGTH MAX 25 28 MAX POST LENGTH MAX G 28 MAX POST LENGTH GROUND TRIB MAX MAX 5' -5" 10' -3" MAX POST LENGTH MAX 24 27 MAX POST LENGTH MAX F 25 MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' 1 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' SNOW WIDTH POST POST MIN FOOTER 8' ' 12' I 16 POST MIN FOOTER 8' I 12' 1 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACINE POSI SIZE CONSTRAINED FOOTEF SPACING POS1 SIZE CONSTRAINED FOOTER LOAD (FT) SPACING SPACINC. POSI SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 26 ON SLAB (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "Cr "d" (FT) TYP "d" "d" "d" "d" PSF (PSF) 23 ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d» 30 30 (FT) 9 T -11" (in) (in) (in) (in) 23 23 (in) (in) (in) (in) 10' -0" F (in) (in) (in) (in) 26 28 (FT) H 30 (in) (in) (in) (in) 30 30 (in) (in) (in) (in) T -1" E (in) (in) (in) (in) 20 5 7'-1" 12' -11" E 23 25 28 30 15' -7" F 25 26 29 31 22' -2" G 28 28 30 32 LIVE 5.5 6' -5" 12' -1" E 23 24 27 29 14' -7" F 25 25 28 30 20' -11" G 28 28 29 31 31 6 5' -11" 11' -1" E 23 24 27 29 13' -9" F 25 25 28 30 19' -10" G 28 28 29 31 31 6.5 5' -5" 10' -3" E 23 24 27 28 IT-O" F 25 25 28 30 18' -10" G 29 29 29 31 30 7 5' -1" 9'-6" E 23 23 26 28 12'-4" F 25 25 27 29 18' -0" G 29 29 29 30 30 7.5 4' -9" 8' -11" E 23 23 26 28 11'-8" F 26 26 27 29 1T -3" G 29 29 29 30 30 8 4' -5" 8'4" E 23 23 26 27 11' -2" F 26 26 27 29 16' -7" G 29 29 29 30 30 8.5 4' -2" T -10" E 23 23 25 27 10' -7" F 26 26 27 29 15' -11" H 30 30 30 30 29 9 T -11" T -5" E 23 23 25 27 10' -0" F 26 26 26 28 15'4" H 30 30 30 30 30 9.5 T -9" T -1" E 23 23 25 27 9'-6" F 26 26 26 28 14' -10" H 30 30 30 30 30 10 3'-6" 6'-8" E 23 23 25 26 9' -0" F 26 26 26 28 14'-4" H 30 30 30 30 30 10.5 3'4" 6' -5" E 23 23 24 26 8' -7" F 26 26 26 27 13' -11" H 30 30 30 30 30 11 T -2" 6' -1" E 23 23 24 26 8' -3" F 26 23 26 27 13' -6" H 31 31 31 31 30 11.5 S -1" 5' -10" E 23 23 25 26 T -10" F 26 23 26 27 13' -1" H 31 31 31 31 30 12 2' -11" 5' -T' E 23 23 25 27 T -7" F 26 U26 26 27 12' -9" H 31 31 31 31 31 13 2'-8" 5' -2" E 23 23 25 27 T -0" F 26 26 27 11 12' -0" H 31 1 31 31 31 115 MPH FYP()CI IRE R 25 5 6 -9" 12'-6" F 20 23 25 27 15' -1" F 22 24 26 28 21' -6" G 24 24 27 29 31 5.5 5' -2" 11'-6" F 20 22 25 27 14' -1" F 22 23 26 28 29-4" H 25 25 27 29 31 6 4' -9" 10' -7" F 21 22 24 26 13' -3" F 22 23 26 27 19-3" H 25 25 27 28 31 6.5 4' -5" 9-10" F 21 21 24 26 12' -7" F 22 23 25 27 19-4" H 25 25 26 28 30 7 4'-1" 9'1" F 21 21 24 25 11' -11" F 22 22 25 27 iT-6" H 26 26 26 28 30 7.5 T -10" 9-6" F 21 21 23 25 11' -4" F 23 23 25 27 16-9" H 26 26 26 27 30 8 3' -7" 8' -0" F 21 21 23 25 10' -9" F 23 23 25 26 16-1" H 26 26 26 27 30 8.5 3'4" T -0" F 21 21 23 25 10' -2" F 23 23 24 26 16-6" H 26 26 26 27 29 9 T -2" T -1" F 21 21 23 24 9' -T' F 23 23 24 26 14' -11" H 26 26 26 27 30 9.5 3' -0" 6-9" F 21 21 23 24 9' -1" F 23 23 24 25 14' -5" H 26 26 26 27 30 10 Z -10" 6' -5" F 21 21 22 24 8'-8" F 23 23 24 25 13' -11" H 27 27 27 27 30 10.5 Z-8" 6' -1" F 21 21 22 24 8' -3" F 23 23 23 25 13'-6" H 27 27 27 27 30 11 T -T' 5' -10" F 21 21 22 24 T -10" F 23 23 23 25 13' -1" H 27 27 27 27 30 11.5 2'-6" 5' -T' F 21 1 21 22 24 T-6" F 23 23 23 25 12'-8" 1 27 1 27 27 27 1 10 MFTi tAI USUKt l: Or 13U MI'K tAFUSUKt 13 25 5 5'4" 12'4" F 23 25 28 29 15 -1" F 24 26 29 31 21'-6" G 27 27 30 31 5 5.5 5' -2" 11'-6" F 23 24 27 29 14' -1" F 25 25 28 30 20'-4" H 28 28 29 31 5.5 6 4' -9" 10' -7" F 23 24 27 29 13'4" F 25 25 28 30 19'4" H 28 28 29 31 6 6.5 4' -5" 9-10" F 23 23 26 28 12' -T' F 25 25 28 29 16-4" H 28 28 29 30 6.5 7 4' -1" 9' -1" F 23 23 26 28 11' -11" F 25 25 27 29 17'-6" H 29 29 29 30 7 7.5 3' -10" 8'-6" F 23 23 26 27 11 -4- F 25 25 27 29 16-9" H 29 29 29 30 7.5 8 T -7" 8' -0" F 23 23 25 27 10' -9" F 26 26 27 29 16-1" H 29 29 29 30 8 8.5 3'4" T-6" F 23 23 25 27 10'4" F 26 26 26 28 16-6" H 29 29 29 29 8.5 9 T -2" T -1" F 23 23 25 27 9' -T' F 26 26 26 28 14' -11" H 30 30 30 30 9 9.5 3' -0" 6' -9" F 23 23 25 26 9'4" F 26 26 26 28 14'-5" H 30 30 30 30 9.5 10 Z -10" 6' -5" F 23 23 24 26 8' -8" F 26 26 26 27 13' -11" H 30 30 30 30 10 10.5 2'4" 6' -1" F 23 23 24 26 8' -3" F 26 26 26 27 13'-6" H 30 30 30 30 10.5 11 2-7" 5' -10" F 23 23 24 26 T -10" F 26 26 26 27 13' -1" H 30 30 30 30 115 MPH 11.5 2'-6" 5' -T' F 23 23 25 26 T-6- F 26 26 26 27 12'-8" 1 30 30 30 1 30 12 1 24" 1 5'4" 1 F 1 23 1 23 1 25 27 11 T -2" 1 F 26 26 26 27 -4 12'" 1 31 1 31 31 31 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 60 110 meri tANUSUKt b F 17 21 24 26 T 5" F 19 22 25 27 12' -7" 1 23 24 26 28 60 5 2' -5" 6 -6" F 16 19 22 23 7' -5" F 17 20 23 25 12' -7" 1 20 22 24 26 T 5.5 2' -2" 6 -0" F 16 19 21 23 6' -9" F 17 20 23 24 11' -9" 1 21 21 24 26 10.5' 6 2' -0" 4' -7" F 16 19 21 23 6-2" F 17 20 22 24 11' -1" 1 21 21 24 25 Na 6.5 1' -10" 4' -3" F 16 18 21 23 5'-8" F 17 19 22 24 10' -0" 1 21 21 23 25 Na 7 1' -9" T -11" F 16 18 21 22 5-4" F 17 19 22 23 9' -11" 1 21 21 23 25 7.5 T -7" 3'-8" F 16 18 21 23 4' -11" F 17 19 21 23 9'-6" 1 21 21 23 25 8 1'-6" T -5" F 16 19 21 23 4'-8" F 17 19 21 23 9' -1" 1 21 21 23 25 8.5 1' -5" T -3" F 16 19 21 23 4'4" F 17 19 21 23 8'-8" 1 22 22 23 24 9 1'4" T -0" F 16 19 22 23 4'-1" F 17 19 22 23 8'4" 1 22 22 23 24 9.5 1' -3" 2' -11" F 16 19 22 23 3-11" F 17 19 22 23 T -11" 1 22 22 22 24 10 1' -2" 2'4" F 16 19 22 24 3'-8" F 17 19 22 24 7' -T' 1 22 22 22 24 10.5 T -2" 1 2' -7" F 1 16 20 22 24 1 3'-6" F 17 20 22 24 T -2" 1 22 22 22 24 115 MPH EXPOSURE C nr 130 MPH FYPOSI IRE R 60 5 2' -5" 5' -6" F 17 21 24 26 T 5" F 19 22 25 27 12' -7" 1 23 24 26 28 0' 5.5 7-2" 5' -0" F 17 21 23 25 6-9" F 19 22 25 26 11' -9" 1 23 23 26 28 T 6 2'4" 4' -7" F 17 20 23 25 6-2" F 19 21 24 26 11' -1" 1 23 23 26 28 10.5' 6.5 1' -10" 4' -3" F 17 20 23 25 5'-8" F 19 21 24 26 101-6" 1 24 24 26 27 Na 7 1' -9" 3' -11" F 17 20 23 24 6-4" F 19 21 24 25 9' -11" 1 24 24 25 27 Na 7.5 1' -7" 3'-8" F 17 20 23 25 4' -11" F 19 20 23 25 9'-6" 1 24 24 25 27 8 1'-6" T -5" F 17 20 23 25 4'-8" F 19 20 23 25 24 24 25 27 8.5 1' -5" 3'-3" F 17 20 23 25 4'-4" F 19 20 23 25 1 LEU 24 24 25 27 9 1'-4" 3' -0" F 17 21 24 25 4' -1" F 19 21 24 25 24 24 25 26 OVER- HANG Post Description Max H t T ABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) Detail # 0.024 "x3 "x3" Post w/ Side lat FT 8' 9 10' 11' 12' 13' 14' 16 16 17' 18' 19 20' 21' 0' 4' 4.5' 5' 5.5' 6' 6.6 T 7.5' 8' 8.6 9' 9.6 10' 10.5' 1' 4.5' 5' 5.5' 6' 6.5' T 7.6 8' 85 9' 9.5' 10' 10.6 11' Z 6 5.6 6' 6.6 7' 7.5' 8' 83 9' 9.6 10' 10.5' 11' 11.5' 3' Na n/a n/a n1a 7.5' 8' 8.5 9' 9.5' 10' 10.6 11' 11.5' 12' 4' Na 1 n/a Na n/a n/a n/a Na n/a 10' 10.5' 11' 11.5 12' 12.5' 5' Na n/a n/a n/a n/a n/a n/a n/a Na n/a n1a n1a 12.6 13 TABLE 2.3 Post Requirements for Attached Single S1 ian Structures Post Description Max H t POST Code Detail # 0.024 "x3 "x3" Post w/ Side lat 12' C LA22 Alum 0.032 "xWx3" Lockseam 11' D LA15 Alum 0.040 "x3 "x3" Lockseam 11' E LA15 Alum 0.055 "x3 "x3" Fluted 10' F LA19 Alum 0.075 "x3 "x3" Square 10' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H LA15 Alum 0.120 "x3 "x3" Square 101. 1 LA20 Steel 0.043 "x3 "x3" Lockseam 10' J LA15 Alum 0.120 "x4 "x4" Square 12' K LA20 3/16 "x3 "x3" Steel Square 14' L LA17 S. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9 -11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 15 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 TABLE 2.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Lockseam d= 20" 8' C LA15 Steel 0.043 "x3 "x3" Lockseam d= 22" 8' B LA15 Alum 0.120 "x3 "x3" Square d= 25" 8' D LA20 Alum 0.120 "x3 "x3" Square d= 27" 8' B LA20 Alum 0.1207x4 "x4" Square d= 28" 8' E LA20 3/16 "x3 "x3 "Steel Square d= 29" 13' F LA17 Alum 0.120 "x4 "x4" Square d= 32" 10' E LA20 3/16 "x3 "x3" Steel Square d= 32" 10' G LA17 3/16 "x4 "x4" Steel Square d= 35" 14' 1 LA17 3/16 "x4 "x4" Steel Square d= 38" 10' J LA17 3/16 "x5 "x5" Steel Square d= 42" 14' K LA17 3/16 "x6 "x6" Steel S uare d= 47" 15' 1 L LA17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 -B 24 2014 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAL WIND ARFA! TABLE 2.61 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 TABLE 2.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 30 Attached Single Freestanding of 12'-4" Attached Sing[( Freestanding of 28 Attached Freestanding of 33 Attached Singk Freestanding of 11'4" Attached Single Freestanding of 29 Attached Single Freestanding of 32 32 Span structure Multispan Units 28'-8" Span structure MUftIS an Units 29 Structure Multispan Units 31' -10" 7 Span Structure Multispan Units F Span structure Multispan Units 30 Span Structure Multispan Units GROUND TRIB MAX MAX 30 30 MAX POST LENGTH MAX 30'14" 8 MAX POST LENGTH MAX G 31 MAX POST LENGTH GROUND TRIB MAX MAX 8' -0" 26' -2" MAX POST LENGTH MAX 31 31 MAX POST LENGTH MAX 9 7'-6" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I IF POST MIN FOOTER 8' I 12' I 15' SNOW WIDTH POST POST MIN FOOTER 8' ' IT I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' 1 12' I 15' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POSI SIZE CONSTRAINED FOOTEF SPACING POS1 SIZE CONSTRAINED FOOTER LOAD (FT) SPACING SPACINC POS1 SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTE4 (PSF) F -2" ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYP "d" "d" "d" "d" (PSF) 35 ON SLAB (FT) TYP "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" nr 730 MPH FXPORI (FT) R T-6" (in) (in) (in) (in) 35 35 (in) (in) (in) (in) 2T -0" G (in) (in) (in) (in) 36 30 (FT) H 38 (in) (in) (in) (in) 31 29 (in) (in) (in) (in) 24' -10" G (in) (in) (in) (in) 10 5 13' -T' 30' -11" F 28 28 31 30 LIVE 5.5 12'-4" 30' -1" F 28 28 31 33 33' -8" 6 11'4" 29'4" F 29 29 30 32 32 6.5 10' -5" 28'-8" F 29 29 30 31 31' -10" 7 91-8" 28' -1" F 30 30 30 33 33 7.5 9' -1" 27'-6" F 30 30 30 33 30'14" 8 8'-6" 26-11" G 31 31 31 34 34 8.5 8' -0" 26' -2" G 31 31 31 30 29-2" 9 7'-6" 26-6" G 31 31 31 36 36 9.5 T 2" 24' -10" G 32 32 32 34 27' -9" 10 6-9" 24' -2" G 32 32 32 37 37 10.5 6-5" 23' -7" G 32 32 32 9'-1" 27'-6" 11 6-2" 23' -1" G 33 33 33 35 35 11.5 5' -11" 22' -7" H 33 33 33 30 29 12 5'-8" 22'-1" H 33 33 33 30 28'-7" 13 F -2" 21' -2" H 33 33 33 37 37 14 4' -10" 20' -5" H 34 34 34 35 35 15 4'-6" 19-8" H 34 34 34 30 31'14" 115 MPH FXPO5I IRF C nr 730 MPH FXPORI IRF R T-6" 36-0" F 29 29 30 31 35' -2" F 30 30 30 32 34'4" F 30 30 30 33 33' -8" G 31 31 31 12'-4" 33-0" G 32 32 32 31 32' -5" G 32 32 32 31 31' -10" G 33 33 33 31 31'14" H 33 33 33 32 30' -10" H 33 33 33 33 30'14" H 34 34 34 34 29' -11" H 34 34 34 10' -5" 29-6" H 35 35 35 30 29-2" H 35 35 35 31 28' -9" H 36 36 36 30 28' -5" H 36 36 36 34 27' -9" 1 37 37 37 34 2T -1" 1 37 37 37 35 26'-6" 1 I 1 38 1 38 1 38 9'-1" 10 5 13' -T' 30' -11" F 31 31 34 31 32' -7" F 32 32 34 32 36' -0" F 33 33 33 31 LIVE 5.5 12'-4" 30' -1" F 32 32 33 31 31' -9" F 32 32 34 31 35' -2" F 33 33 33 31 29 6 11'-4" 29'-4" F 32 32 33 30 31' -0" F 33 33 34 31 34'14" F 34 34 34 31 29 6.5 10' -5" 28'-8" F 33 33 33 30 30'4" F 34 34 34 31 33'-8" G 35 35 35 30 29 7 91-8" 28' -1" F 34 34 34 30 29' -9" F 34 34 34 31 33' -0" G 35 35 35 30 29 7.5 9'-1" 27'-6" F 34 34 34 30 29' -2" G 35 35 35 31 32' -5" G 36 36 36 30 29 8 81-6" 26' -11" G 35 35 35 30 28'-7" G 35 35 35 30 31' -10" G 37 37 37 30 29 8.5 8' -0" 26' -2" G 35 35 35 29 28' -1" G 36 36 36 30 31'14" H 37 37 37 31 28 9 T-6" 25' -0" G 35 35 35 29 2T -0" G 36 36 36 30 30' -10" H 38 38 38 31 29 9.5 T -2" 24' -10" G 36 36 36 29 27' -2" H 37 37 37 30 30'-4" H 38 38 38 32 29 10 6' -9" 24' -2" G 36 36 36 29 26'x" H 37 37 37 30 29' -11" H 39 39 39 32 30 10.5 6' -5" 23' -7" G 36 36 36 29 26' -3" H 38 38 38 30 29' -0" H 39 39 39 32 30 11 6' -2" 23' -1" G 37 37 37 29 25' -10" H 38 38 38 30 29' -2" H 39 39 39 33 30 11.5 5' -11" 22' -7" H 37 37 37 29 26-4" H 38 38 38 31 28' -9" H 40 40 40 33 1 12 5'-8" 22' -1" H 37 37 37 29 24' -10" H 39 39 39 31 28' -5" H 40 40 40 33 1 13 5' -2" 21' -2" H 38 38 38 30 23' -11" H 39 39 39 31 2T -9" 1 41 41 41 34 V 14 4' -10" 20' -5" H 38 38 38 30 23' -1" H 40 40 40 32 2T -1" 1 42 42 42 34 15 4'-6" 19'-8" H 38 38 38 30 22'-4" H 40 40 40 32 26-6" 1 I 1 42 1 42 1 42 34 20 5 T -1" 24-9" G 26 26 29 31 26'-8" G 26 27 30 32 30'4" H 27 27 29 31 LIVE 5.5 6-5" 23' -7" G 26 26 29 31 25' -10" H 27 27 30 31 29-5" H 28 28 29 31 29 6 5' -11" 22' -T' H 26 26 29 30 25' -1" H 27 27 29 31 28'-6" H 29 29 29 31 29 6.5 6-5" 21' -9" H 27 27 28 30 24' -5" H 28 28 29 31 2T -9" 1 29 29 29 30 29 7 5' -1" 20' -11" H 27 27 28 30 23' -7" H 28 28 29 31 2T -1" 1 30 30 30 30 29 7.5 4' -9" 20' -2" H 27 27 28 30 22' -10" H 28 28 29 31 26' -0" 1 30 30 30 30 29 8 4' -5" 19-6" H 28 28 28 30 22' -1" H 29 29 29 30 25' -11" 1 30 30 30 30 29 8.5 4' -2" 18' -11" H 28 28 28 29 21' -5" 1 29 29 29 30 25' -5" 1 31 31 31 31 28 9 3' -11" 18'4" H 28 28 28 29 20' -10" 1 29 29 29 30 24' -11" 1 31 31 31 31 29 9.5 T -9" 1T -9" H 28 28 28 29 20'4" 1 30 30 30 30 24'-6" J 32 32 32 32 29 10 3' -0" 1T4" H 29 29 29 29 19-9" 1 30 30 30 30 24' -1" J 32 32 32 32 30 10.5 3'41" 16-10" H 29 29 29 29 19-4" 1 30 30 30 30 23-8" J 32 32 32 32 30 11 T -2" 16-5" 1 29 29 29 29 18' -10" 1 30 30 30 30 23' -3" J 33 33 33 33 30 11.5 3-1" 16-0" 1 29 29 29 29 18' -5" 1 31 31 31 31 22' -9" K 33 33 33 33 1 12 2'-11" 16-8" 1 29 29 29 29 18' 4" 1 31 31 31 31 22'4" K 33 33 33 33 1 13 2'-8" 14' -11" 1 30 30 30 30 1T -3" 1 31 31 31 31 21'-6" K 34 34 34 34 V 14 2'-6" 14'4" 1 30 30 30 30 16' -7" J 32 32 32 32 20' -9" K 34 34 34 34 15 1 2'4" 13'4" 1 I 1 30 1 30 1 30 1 30 15' -11" J 32 32 32 32 20' -1" K 34 34 34 34 30 w mrn cnrvo�rtc o H 28 28 31 33 23-3" H 28 28 31 33 26' -5" 1 29 29 31 33 30 5 4' -10" 21' -10" H 25 26 28 30 23' -3" H 25 26 29 31 26' -5" 1 26 26 28 30 29 5.5 4'4" 21' -1" H 25 25 28 30 22'-6" 1 26 26 29 30 25' -T' 1 27 27 28 30 29 6 4' -0" 20' -2" H 25 25 28 30 21' -10" 1 26 26 28 30 24' -10" 1 27 27 28 30 29 6.5 3'-8" 19-4" 1 26 26 28 30 21' -3" 1 27 27 28 30 24' -2" J 1 28 28 28 30 29 7 T -5" 18' -7" 1 26 26 28 29 20'4" 1 27 27 28 30 23' -T' J 28 28 28 29 29 7.5 T -2" 17' -11" 1 26 26 27 29 20'4" 1 27 27 28 30 23' -1" J 29 29 29 29 29 8 T -0" 1T-4" 1 27 27 27 29 19' -10" J 28 28 28 30 22' -T' K 29 29 29 29 28 8.5 T -10" 16' -9" 1 27 27 27 29 19'4" J 28 28 28 29 22'4" K 29 29 29 29 29 9 2'-8" 16-3" 1 27 27 27 28 18'-8" J 28 28 28 29 21' -9" K 30 30 30 30 29 9.5 2' -0" 15' -9" 1 27 27 27 28 18' -2" J 29 29 29 29 21'4" K 30 30 30 30 30 10 2' -5" 15111" J 27 27 27 28 1T-8" K 29 29 29 29 21' -0" K 31 31 31 31 30 10.5 2' -3" 14' -10" J 28 28 28 28 1T -2" K 29 29 29 29 20' -7" L 31 31 31 31 30 11 2' -2" 141-6" J 28 28 28 28 16' -9" K 29 29 1 29 29 20'-4" L 31 31 31 31 1 11.5 2' -1" 14' -1" J 28 28 28 28 16'-4" K 29 29 29 29 20' -0" L 31 31 31 31 30 5 4' -10" 21' -10" H 28 28 31 33 23-3" H 28 28 31 33 26' -5" 1 29 29 31 33 30 5.5 4'4" 21' -1" H 28 28 31 33 22'-6" 1 29 29 31 33 25' -T' 1 30 30 31 33 29 6 4' 4" 20' -2" H 29 29 31 32 21' -10" 1 29 29 31 33 24' -10" 1 31 31 31 32 29 6.5 3'-8" 19-4" 1 29 29 30 32 21'4" 1 30 30 31 33 24' -2" J 31 31 31 32 29 7 T -5" 18' -7" 1 29 29 30 32 20'4- 1 30 30 31 33 23' -T' J 32 32 32 32 29 7.5 3' -2" 17' -11" 1 30 30 30 32 294' 1 31 31 31 32 23'4" J 32 32 32 32 29 8 T -0" 1 T-4" 1 30 30 30 31 19' -10" J 31 31 31 32 22' -T' K 33 33 33 33 29 8.5 2' -10" 16-9" 1 30 30 30 31 19-3" J 32 32 32 32 22' -2" K 33 33 33 33 28 9 2'4" 16-3" 1 30 30 30 31 181-8" J 32 32 32 32 21' -9" K 33 33 33 33 29 9.5 2' -0" 15' -9" 1 31 31 31 31 18' -2" J 32 32 32 32 21'4" K 34 34 34 34 29 10 2' -5" 16-4" J 31 31 31 31 IT-8" K 32 32 32 32 21' 4" K 34 34 34 34 30 10.5 2 -3" 14'-10" J 31 31 31 31 1T -2" K 33 33 33 33 20' -7" L 35 35 35 35 30 11 T -2" 14'-6" J 31 31 31 31 16' -9" K 33 33 33 33 20' 4" L 35 35 35 35 30 11.5 2' -1" 14'-1" J 31 31 31 31 16'-4" K 33 33 33 33 20' -0" L 35 35 35 35 10 Mrn CArUOUMr 0 40 5 3' -7" 19' -2" 1 24 25 28 29 21' -1" 1 24 25 28 30 24' -0" J 25 25 28 30 5.5 T-W 18' -3" 1 24 25 27 29 20' -5" 1 25 25 28 30 23'4" J 26 26 28 29 6 3' -0" 1 T -5" 1 24 24 27 29 19-10" J 25 25 28 30 22' -T' K 26 26 27 29 6.5 2-9" 16-8" 1 24 24 27 29 19' -1" J 26 26 28 29 22' -0" K 27 27 27 29 7 2' -7" 16-0" 1 25 25 27 28 18' -5" J 26 26 27 29 21' -5" K 27 27 27 29 7.5 2'4" 15-5" J 25 25 26 28 1T -9" K 26 26 27 29 21'-0" K 28 28 28 29 8 7-3" 14' -10" J 25 25 26 28 1T -2" K 26 26 27 29 20'-6" L 28 28 28 29 8.5 2' -1" 14'-4" J 25 25 26 28 16' -7" K 27 27 27 29 20' -1" L 28 28 28 28 9 T -0" 1SAW J 26 26 26 28 16-1" K 27 27 27 28 19' -9' L 29 29 29 29 9.5 1' -11" 13' -5" J 26 26 26 27 15' -7' K 27 27 27 28 19'4" L 29 29 29 29 10 1' -9" 13' -0" J 26 26 26 27 15' -1" K 27 27 27 28 19-0" L 30 30 30 30 10.5 _ 1'4" 12' -T' K 26 26 26 27 14'4" K 28 28 28 28 18' -9" L 30 30 30 30 11 1' -7" 12' -0" K 26 26 26 27 14' -3" K 28 28 28 28 18'-4" L 30 30 30 30 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 40 5 3' -T' 19' -2" 1 26 27 30 32 21' -1" 1 27 28 31 33 5.5 T -3" 18' -3" 1 27 27 30 32 20' -5" 1 28 28 31 33 pQFtO�ESSJQ P '1'C 6 3' 4" 1T -5" 1 27 27 30 31 19-10" J 28 28 30 32 V 6.5 2' -9" 16-8" 1 28 28 29 31 19' -1" J 29 29 30 32 V J 8 7 2' -T' 16-0" 1 28 28 29 31 18' -5" J 29 29 30 7.5 2' -5" 15' -5" J 28 28 29 31 17' -9" K 29 29 30 32 8 2' -3" 14' -10" J 28 28 29 30 17' -2" K 30 30 30 31 8.5 2' -1" 14'4" J 29 29 29 30 16' -7" K 30 30 30 31 JV , �P 9 OFCAI.\FO�� 9 2' -0" 13' -10" J 29 29 29 30 16' -1" K 30 30 30 31 9.5 VAT. 13' -5" J 29 29 29 30 15' -7" K 31 31 31 31 10 1' -9" 13' -0" J 29 29 29 30 15' -1" K 31 31 31 31 FEB 24 2014 10.5 1'-8" 12' -T' K 29 29 29 30 14'-8" K 31 31 31 31 11 1' -T' 12' -3" K 30 30 30 30 14' -3" K 31 31 31 31 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 16 of 106 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS NORMAI wwn AREAS TABLE 2.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 TABLE 2.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LAD 34 Attached Single Span Structure Freestanding o1 Multis an Units 29 Attached Singl Span Structure Freestanding o1 Multis an Units 34 Attached Structure Freestanding of Multis an Units 31 Attached Singk Span Structure Freestanding o1 Multis an Units 34 Attached Single Span Structure Freestanding oI Multis an Units 6' -5" Attached Single Span Structure Freestanding of Multis an Units GROUND SNOW LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) MAX POST SPACINC. (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 12' I 15' CONSTRAINED FOOTEF "d" "d" I "d" (in) (in) (in) MAX POST SPACINE (FT) MIN POSI TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 12' I 15' CONSTRAINED FOOTEF "d" I "d" "d" (in) (in) (in) MAX POST SPACING (FT) MIN POSI TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' 1 12' 1 15' CONSTRAINED FOOTER "d" "d" I "d" I (in) (in) (in) GROUND SNOW LOAD (PSF) TRIB WIDTH (FT) MAX POST SPACING ON SLAB (FT) MAX POST PACIN (FT) MIN POSI TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 12' ' 15' CONSTRAINED FOOTEF "d" I "d" "d" I (in) (in) (in) MAX POST SPACINC (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 12' I 15' CONSTRAINED FOOTEF "d" V I "d" I (in) (in) (in) MAX POST SPACING (FT) MIN POST TYPE FOOTER SIZE "d" (in) MAX POST LENGTH 8' I 12' I 15' CONSTRAINED FOOTEF "d" "d" d" (in) (in) (in) 20 5 T -1" 24'-9" G rVOURC 29 29 D 32 34 26'-8" G 29 29 32 34 39-4" H 31 31 32 34 LIVE 5.5 6' -5" 23' -7" G 29 29 32 34 25' -10" H 30 30 32 34 29' -5" H 31 31 32 34 33 6 6 -11" 22' -7" H 30 30 31 33 25' -1" H 31 31 32 34 28' -0" H 32 32 32 33 31 6.5 5' -5" 21' -9" H 30 30 31 33 24' -5" H 31 31 32 34 27'4" 1 33 33 33 33 31 7 5' -1" 20' -11" H 30 30 31 33 23' -7" H 32 32 32 34 27' -1" 1 33 33 33 33 32 7.5 4'4" 20' -2" H 31 31 31 32 22' -10" H 32 32 32 33 26'-6" 1 34 34 34 34 1 8 4' -5" 19'-6" H 31 31 31 32 22' -1" H 32 32 32 33 25' -11" 1 34 34 34 34 15' -7" 8.5 4'4" 18' -11" H 31 31 31 32 21' -5" 1 33 33 33 33 25' -5" 1 35 35 35 35 9 T -11" 18'4" H 32 32 32 32 20' -10" 1 33 33 33 33 24' -11" 1 35 35 35 35 9.5 T -9" 17' -9" H 32 32 32 32 20'4" 1 33 33 33 33 24'-6" J 35 35 35 35 10 3'-6" 1T4" H 32 32 32 32 19'4" 1 34 34 34 34 24' -1" J 36 36 36 36 10.5 S4" 16' -10" H 32 32 32 32 1914' I 34 34 34 34 23'-8" J 36 w 36 36 11 -2" 16' -5" 1 33 33 33 33 18' -19, I 34 34 34 34 23' -3" J 37 37 37 37 J13T S -1" 16' -0" 1 1 33 33 33 33 11 18' -5" 1 34 34 34 1 34 22'-9" K 37 37 37 37 2' -11" 15'-8" 1 33 33 33 33 18' -0" 1 35 35 35 35 22'-4" K 37 37 37 37 2'-8" 14' -11" 1 33 33 33 1 33 1T -3" 1 35 35 35 35 1 21' 4" K 38 38 38 38 111, MPH FXPnSI IRF R 25 5 5' -9" 23' -2" H 25 26 29 31 24'$' H 26 26 29 31 28' -1" H 27 27 29 31 23' -11" 5.5 5' -2" 22' -5" H 26 26 29 30 23' -11" H 26 26 29 31 2T -2" 1 27 27 29 30 33 6 4'4" 21' -10" H 26 26 28 30 23' -3" H 27 27 29 31 26' -5" 1 28 28 28 30 31 6.5 4' -5" 21' -2" H 27 27 28 30 22' -7" 1 27 27 1 29 31 25'4" 1 28 28 28 30 31 7 4' -1" 20' -5" H 27 27 28 30 22' -1" 1 28 28 29 30 25' -1" 1 29 29 29 30 32 7.5 S -10" 19'-8" 1 27 27 28 30 21' -7" 1 28 28 28 30 24' -0" J 29 29 29 30 1 8 S -T' 19' -0" 1 27 27 28 29 21' -1" 1 28 28 28 30 24' -0" J 30 30 30 30 15' -7" 8.5 3'4" 18' -5" 1 28 28 28 29 20'-8" 1 29 29 29 30 23'-6" J 30 30 30 30 9 T -2" 1T -10" 1 28 28 28 29 20'4" J 29 29 29 30 23' -1" J 30 30 30 30 9.5 T -0" 17".4" 1 28 28 28 29 19' -10" J 29 29 29 30 22'-8" K 31 31 31 31 10 2' -10" 16' -10" 1 28 28 28 29 154" J 30 30 30 30 22'4" K 31 31 31 31 10.5 7-8" 16' -5" 1 29 29 29 29 18' -10" J 30 30 30 30 21' -11" K 31 31 31 31 11 Z -T' 16-0" 1 29 29 29 29 18' -5" J 30 30 30 30 21' -T' K 32 32 32 32 11.5 1 21-6" 1 15' -T' I 1 29 1 29 1 29 1 29 18' -0" J 1 30 1 30 1 30 1 30 21' -3" K 32 32 1 32 1 32 I ID Mrr1 CAr000KG lr or iav Mrn CArvSuKt b 25 5 6 -9" 23' -2" H 28 28 31 33 24'-8" H 32 5.5 F -2" 22' -5" H 29 29 31 33 23' -11" H 33 6 4' -9" 21' -10" H 29 29 31 33 23' -3" H 25' -9" 6.5 4' -5" 21' -2" H 30 30 31 33 22' -7" 1 1 7 4' -1" 20' -5" H 30 30 31 33 22' -1" 1 33 7.5 T -10" 191-8" 1 31 31 31 32 21' -7" 1 33 8 T -7" 19' -0" 1 31 31 31 32 21' -1" 1 34 8.5 3'-4" 18'-5" 1 31 31 31 32 20'-8" I 34 9 T -2" 1T -10" 1 31 31 31 32 20' 4" J 33 9.5 S -0" 1T-4" 1 32 32 32 32 19' -10" J 34 10 2' -10" 16-10" 1 32 32 32 32 19' -0" J 34 10.5 2'-8" 16-5" 1 32 32 32 32 18' -10" J 34 11 2-7" 16' -0" 1 32 32 32 32 18' -5" J 21'4" 11.5 2'-6" 15' -7" 1 33 33 33 33 18' -0" J 26 12 1 2'4" 1 15' -S' 1 J 1 33 1 33 1 33 33 17' -7" K GENERAL INSTRUCTIONS FOR THESE TABLES 29 29 32 34 28' -1" H 30 30 31 33 29 29 32 34 27' -2" 1 31 31 31 33 30 30 31 33 26-5" 1 31 31 31 33 30 30 31 33 25' -9" 1 32 32 32 33 31 31 31 33 25' -1" 1 32 32 32 33 31 31 31 33 24'-6" J 33 33 33 33 32 32 32 33 24' 4" J 33 33 33 33 32 32 32 33 23'-6" J 34 34 34 34 33 33 33 33 23' -1" J 34 34 34 34 33 33 33 33 22'-8" K 35 35 35 35 33 33 33 33 22' -3" K 35 35 35 35 34 34 34 34 21' -11" K 35 35 35 35 34 34 34 34 21' -T' K 36 36 36 36 34 34 34 34 21' -3" K 36 36 36 36 34 34 34 34 21'4" K 36 36 36 36 60 5 CA1-- 2' -5" D 15' -0" 1 22 24 26 28 1T -10" K 23 24 27 29 21' -0" K 24 24 27 29 6' 6.5' T 7.5' 8' 8.5' 5.5 2' -2" 14'-8" J 22 23 26 28 16-11" K 23 24 27 29 20'4" L 25 25 27 29 10' 6 2' -0" 1IT -11" J 22 23 26 28 16' -2" K 24 24 27 28 19' -9" L 25 25 27 28 11.5' 6.5 1' -10" 13' -3" J 23 23 26 27 15' -5" K 24 24 26 28 19' -2" L 26 26 26 28 7 1' -9" 12'-8" K 23 23 25 27 14' -9" K 24 24 26 28 18' -9" L 26 26 26 28 7.5 T -7" 12' -2" K 23 23 25 27 14' -2" K 24 24 26 28 18' -2" L 26 26 26 28 8 1'-6" 11'-8" K 23 23 25 27 13'-8" L 25 25 26 27 17' -8" L 27 27 27 28 8.5 1' -5" 11' -3" K 24 24 25 26 13' -2" L 25 25 26 27 1T -1" L 27 27 27 28 9 1'-4" 10' -10" K 24 24 25 26 12' -9" L 25 25 25 27 16' -8" L 27 27 27 27 9.5 1' -3" 10'-6" K 24 24 24 26 12'4" L 25 25 25 27 16' -2" L 28 28 28 28 10 V -2" 10' -7' K 24 24 24 26 11' -11" L 25 25 25 27 15' -9" M 28 28 28 28 10.5 V -2" 1 9' -10" K 1 24 1 24 1 24 1 26 11 11' -7" L 25 1 25 25 27 11 164" M 28 28 28 28 11F \API-I FYP(1CI IRF r nr 1411 \ADU CVDnCI IDC D 60 5 2' -5" 15'-6" 1 25 26 29 31 1T -10" K 26 27 30 32 21' -0" K 27 27 29 31 6' 6.5' T 7.5' 8' 8.5' 5.5 2' -2" 14'-8" J 25 25 28 30 16-11" K 26 26 29 31 20'4" L 28 28 29 31 10' 6 7 -0" 1IT -11" J 25 25 28 30 16' -2" K 27 27 29 31 19' -9" L 28 28 29 31 11.5' 6.5 1' -10" 13-3" J 26 26 28 30 15' -5" K 27 27 29 31 19' -7' L 29 29 29 31 7 T -9" 12'-8" K 26 26 28 30 14' -9" K 27 27 29 30 18'4" L 29 29 29 31 7.5 1' -7" 12' -2" K 26 26 27 29 14' -2" K 27 27 28 30 18' -2" L 30 30 30 30 8 1'-6" 11'-8" K 26 26 27 29 13'-8" L 28 28 28 30 17' -8" L 30 30 30 30 8.5 1' -5" 11' -3" K 26 26 27 29 13' -2" L 28 28 28 30 17' -1" L 30 30 30 30 9 1'-4" 10' -10" K 27 27 27 29 12' -9" L 28 28 28 30 16' -8" L 31 31 31 31 OVER- HANG Post Description Max Hgt TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) Detail # 0.024 "x3 "x3" Post w/ Side lat FT 8' 9' 10' 11' 12' 13' 14' 15' 16' 1T 18' 19' 20' 21' 0' 4' 45 5' 5.6 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 1' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' S 9.5' 10' 10.5' 11' 2' 6 5.5' 6' 6.5' T 7.5' 8' 8.6 S 9.6 10' 105 11' 11.5' 3' n/a n/a n/a Na 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 12' 4' 1 n/a n/a n/a n/a n/a n/a Na n/a 10' 10.5' 11' 11.5' 12' 12.5' 5' n/a rda n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.6 13' TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max Hgt POST Code Detail # 0.024 "x3 "x3" Post w/ Side lat 12' C LA22 Alum 0.032 "x3 "x3" Lockseam 11' D LA15 Alum 0.040 "x3 "x3" Lockseam 11' E LA15 Alum 0.055 "x3 "x3" Fluted 10' F LA19 Alum 0.075 "x3 "x3" Square 10' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H LA15 Alum 0.120 "x3 "x3" Square 10' 1 LA20 Steel 0.043 "x3 "x3" Lockseam 10' J LA15 Alum 0.120 "x4 "x4" S uare 12' K LA20 3/16 "x3 "x3" Steel S uare 14' L LA17 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT TABLE 2.6 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 USE 20 PSF MIN) 10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 ADEQUATE CLEARSPAN FOR YOUR NEEDS. FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.6 CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING 6. CHOOSE A HEADER FROM TABLE 2.6 THAT HAS ADEQUATE SLAB 9. FOLLOW 9 -11 FROM ABOVE POST SPACING. SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.6 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 17 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 TABLE 2.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POST Code Deta # Stee10.043 "x3 "x3" Lockseam d= 20" 8' C LA15 Steel 0.043 "x3 "x3" Lockseam d= 22" 8' B LA15 Alum 0.120 "x3 "x3" Square d= 25" 8' D LA20 Alum 0.120 "x3 "x3" Square d= 27" 8' B LA20 Alum 0.120 "x4 "x4" Square d= 28" 8' 1 E LA20 3/16 "x3 "x3" Steel Square d= 29" 13' F LA17 Alum 0.120 "x4 "x4" Square d= 32" 10' E LA20 3116 "x3 "x3" Steel Square d= 32" 10' G LA17 3/16 "x4 "x4" Steel Square d= 35" 14' 1 1 LA17 3/16 "x4 "x4" Steel Square d= 38" 10' J LA17 3/16 "x5 "x5" Steel Square d= 42 " 14' K LA17 3/16 "x6 "x6" Steel Square d= 47" 15' L I LA17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 EB 24 2014 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 3.1 0.042 "x3 "x8" Alum Beam LAOd Dble 0.042 "x3 "x8" Alum Beam LA2! Dble 0.040 "x2 "x6.5" Alum Beam LA2! A Attached Single Freestanding of 27 Attached Single Freestanding of B Attached Single Freestanding of 29 30 Span Structure Multis an Units 23 Span Structure Multis an Units 28 Span Structure MUltis an Units GROUND TRIB MAX MAX 25 26 MAX POST LENGTH MAX B 24 MAX POST LENGTH MAX 30 1T-4" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' 1 10' I 12' LOAD (FT) SPACING SPACINE POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 24 ON SLAB (FT) TYPE "d" "d" "d" "d" I (FT) TYPE "d" "d" I "d" "d" I (FT) TYPE "d" "d" "d" "d" 27 (FT) 13' -7" 11' -2" (in) (in) (in) (in) 24 25 (in) (in) (in) (in) C 26 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 3 22'4" 14' -10" A 21 25 27 28 21' -1" B 24 27 29 30 18'4" B 23 25 27 28 LIVE 3.5 19' -5" 13'-8" A 22 25 26 28 19' -7" B 24 27 28 30 1T-4" B 23 25 27 28 MIN 4 1 T -0" 12'-8" B 22 24 26 27 18' -3" B 25 26 28 29 16-2" B 24 25 26 28 CONSTRAINED FOOTERSPACINC 4.5 15' -1" 11' -10" B 22 24 26 27 1T -3" C 25 26 28 29 15' -3" B 24 24 26 27 5 13' -7" 11' -2" B 23 24 25 27 16'4" C 26 26 27 29 14'-6" B 25 25 26 27 5.5 12'4" 10' -T' B 23 23 25 26 15'-6" C 26 26 27 29 13-9" B 25 25 25 27 6 11'4" 10' -1" B 23 23 25 26 14' -10" C 27 27 27 28 13' -2" C 26 26 26 26 6.5 10' -5" 9-7" B 24 24 25 26 14' -2" C 27 27 27 28 12' -7" C 26 26 26 26 7 9'-8" 9' -2" B 24 24 24 26 13'-8" C 27 27 27 28 12' -2" C 26 26 26 26 7.5 9' -1" 8' -10" B 24 24 24 26 13' -2" C 27 27 27 28 111-8" C 26 26 26 26 8 8'-6" 8' -5" B 24 24 24 25 12'-8" C 28 28 28 28 11'-4" C 27 27 27 27 8.5 8' -0" 8' -2" B 24 24 24 25 12' -3" D 28 28 28 28 10' -11" C 27 27 27 27 9 7'-6" T -10" B 25 25 25 25 11' -10" D 28 28 28 28 10' -7" C 27 27 27 27 9.5 T.2" T -7" B 25 25 25 25 11'4" D 28 28 28 28 10'-4" C 27 27 27 27 10 6-9" 7'4" B 25 25 25 25 11' -2" D 29 29 29 29 10' -0" C 28 28 28 28 11 6' -2" 6-11" B 25 25 25 25 10' -7" E 29 29 29 29 9-6" D 28 28 28 28 12 6-8" 6'4" C 25 25 25 25 10' -1" E 29 29 29 29 9' -1" D 28 28 28 28 13 5' -2" 6' -2" C 26 26 26 26 9W., E 30 30 30 30 9-8" E 1 29 1 29 29 29 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22'4" 14' -10" A 22 26 28 29 21' -1" B 25 28 30 32 18' -3" B 24 26 28 29 LIVE 3.5 19' -5" 13' -T' A 23 26 27 29 19'-7" B 26 28 30 31 1T -3" B 25 26 28 29 MIN 4 1T -0" 12' -T' A 23 25 27 28 18' -3" B 26 27 29 31 16-1" B 25 26 27 29 CONSTRAINED FOOTERSPACINC 4.5 15' -1" 11' -9" B 24 25 27 28 17' -3" C 27 27 29 30 15'4" B 26 26 27 28 5 13' -T' 11' -0" B 24 25 26 28 16'4" C 27 27 28 30 14' -4" B 26 26 27 28 5.5 12' 4" 1014" B 24 24 26 27 15' 4" C 28 28 28 30 13' -T' B 26 26 26 28 6 11'4" 9' -10" B 24 24 26 27 14' -10" C 28 28 28 29 13-0" C 27 27 27 28 6.5 10' -5" 9'4" B 25 25 25 27 14' -2" C 28 28 28 29 12' -5" C 27 27 27 27 7 9'-8" 8' -11" B 25 25 25 27 13'-8" C 29 29 29 29 11' -11" C 27 27 27 27 7.5 9' -1" 8 %6" B 25 25 25 26 13' -2" C 29 29 29 29 11'-6" C 28 28 28 28 8 8' -0" 6 -2" B 25 25 25 26 12'-8" C 29 29 29 29 11'1" C 28 28 28 28 8.5 8' 4" T -10" B 25 25 25 26 12' -2" D 30 30 30 30 10' -9" C 28 28 28 28 9 7'-6" T-6" B 26 26 26 26 11' -10" D 30 30 30 30 19-4" C 29 29 29 29 9.5 7' -2" T -3" B 26 26 26 26 11' -5" D 30 30 30 30 10'4" C 29 29 29 29 10 6-9" T -0" B 26 26 26 26 11' -1" D 30 30 30 30 9' -9" C 29 29 29 29 11 6' -2" 6' -7' B 26 26 26 26 10' -5" E 31 31 31 31 9' -3" C 29 29 29 29 12 6-8" 6-2" B 26 26 26 26 9' -10" E 31 31 31 31 8' -9" D 30 30 30 30 13 1 6 -2" 1 5' -10" 1 B 1 27 1 27 1 27 1 27 1 9' -61 1 E 1 31 1 31 1 31 1 31 11 8' -5" 1 D 1 30 1 30 1 30 1 30 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22' -8" 13' -7"' A 23 27 28 30 19' -11" B 26 29 31 32 17' -2" B 25 27 29 30 LIVE 3.5 19-5" 12' -5" A 23 26 28 29 18' -5" B 26 29 30 32 15' -10" B 25 26 28 30 MIN 4 1T -0" 11' -5" A 24 26 28 29 1T -2" B 27 28 30 31 14' -10" B 26 26 28 29 CONSTRAINED FOOTERSPACINC 4.5 15' -1" 10'4" A 24 25 27 29 16'-1" B 28 28 29 31 13' -11" B 26 26 27 29 5 13' -7" 10' -0" A 24 25 27 28 15' -3" B 28 28 29 31 13' -2" B 27 27 27 29 5.5 12'14' 9-5" B 25 25 26 28 14'S" C 28 28 29 30 12' -T' B 27 27 27 28 6 11'4" S' -11" B 25 25 26 28 13' -8" C 29 29 29 30 11' -11" B 27 27 27 28 6.5 10' -5" 8' -5" B 25 25 26 27 13' -1" C 29 29 29 30 11' -5" B 28 28 28 28 7 9' -8" 8' -1" B 25 25 26 27 12' -0" C 29 29 29 30 10' -11" B 28 28 28 28 7.5 91-1" T -0" B 26 26 26 27 12' -0" C 30 30 30 30 10' -0" C 28 28 28 28 8 8' -0" T-4" B 26 26 26 27 11' -0" C 30 30 30 30 10' -2" C 29 29 29 29 8.5 8' -0" T -1" B 26 26 26 27 11' -1" C 30 30 30 30 9' -10" C 29 29 29 29 9 7'-6" 6-9" B 26 26 26 26 10' -9" C 30 30 30 30 9' -0" C 29 29 29 29 9.5 T -2" 6-6" B 26 26 26 26 10' -4" C 31 31 31 31 9' -2" C 29 29 29 29 10 6-9" 6'4" B 26 26 26 26 10' -1" C 31 31 31 31 8' -11" C 1 30 30 30 30 11 6-2" F -10" B 27 27 27 27 9' -5" D 31 31 31 31 8' -5" C 30 30 30 30 12 6-8" 5'-6" B 27 27 27 27 8'41" D 31 31 31 31 8' -0" C 30 30 30 30 13 1 5' -2" 1 6 -2" 1 B 1 27 1 27 1 27 28 8'-6" 1 D 1 32 1 32 1 32 1 32 1 7'-8" I C 31 31 31 31 TABLE 3.1 0.042 "x3"x8" Alum Beam LAOS Dble 0.042 "x3"x8" Alum Beam LA2! Dble 0.040 "x2 "x6.5" Alum Beam LA2! B Attached Single Freestanding of 27 Attached Singl Freestanding of C Attached Single Freestanding of 29 31 Span Structure Multis an Units 23 Span sb ucture Multis an Units 1 Span SWcture Multis an Units GROUND TRIB MAX MAX 25 26 MAX POST LENGTH MAX C 24 MAX POST LENGTH MAX 30 12' -5" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTS 8' I 10' I IT POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' 1 10' I 12' LOAD (FT) SPACING SPACINC- POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 24 ON S (FT) TYPE "d" "d" "d" d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" 28 (FT) 7' -1" T -T' (in) (in) (in) (in) 24 25 (in) (in) (in) (in) D 25 (in) (in) (in) (in) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11' -10" 194" B 21 25 27 28 15' -2" C 24 27 29 31 13'-6" B 23 26 27 29 3.5 10' -2" 9' -5" B 21 25 26 28 14' -0" C 24 27 29 30 12' -5" C 23 25 27 28 4 8' -11" 8' -8" B 22 24 26 28 13' -0" C 25 26 28 30 11' -7" C 24 25 26 28 4.5 T -11" 8' -1" B 22 24 26 27 12' -2" D 25 26 28 29 10' -11" C 24 24 26 28 5 7' -1" T -T' B 22 24 25 27 11'-6" D 25 26 28 29 10' -3" C 25 25 26 27 5.5 6' -5" 7' -1" B 22 23 25 27 10' -10" E 26 26 27 29 9' -9" D 25 25 26 27 6 5' -11" 6-8" B 23 23 25 26 10'-4" E 26 26 27 28 9'4" D 25 25 25 27 6.5 F -5" 6-4" C 23 23 25 26 9' -10" E 26 26 27 28 6 -11" D 26 26 26 27 7 5' -1" 6-0" C 23 23 24 26 9' -5" E 27 27 27 28 8'-6" E 26 26 26 26 7.5 4'4" 5' -9" C 23 23 24 26 9' -1" E 27 27 27 28 8' -2" E 26 26 26 26 8 4' -5" 6-6" C 23 23 24 26 8'-8" F 27 27 27 28 T -11" E 26 26 26 26 8.5 4' -2" 5' -3" C 23 23 24 26 8' -6' F 27 27 27 27 7' -8" E 27 27 27 27 9 T -11" F -0" C 24 1 24 1 24 26 8' -1" 1 F 1 28 1 28 1 28 1 28 T -5" E 27 27 27 27 9.5 3' -9" 4'-10" C 24 24 25 26 T -10" F 28 28 28 28 11 7' -2" 1 E 1 27 1 27 1 27 1 27 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 20 3 11' -10" 10'4" B 22 26 28 29 15' -2" C 25 28 30 32 13' -6" B 24 26 28 30 3.5 10' -2" 9' -5" B 22 26 27 29 14' -0" C 25 28 30 31 12' -5" C 24 26 28 29 4 8' -11" 8' -8" B 23 25 27 29 13' -0" C 26 27 29 31 11' -7" C 25 26 27 29 4.5 T -11" 8' -1" B 23 25 27 28 12' -2" D 26 27 29 30 10' -11" C 25 25 27 29 5 T -1" 7' -T' B 23 25 26 28 11'-6" D 27 27 28 30 10' -0" C 26 26 27 28 5.5 6-5" T -1" B 24 24 26 28 10' -10" E 27 27 28 30 9' -9" D 26 26 27 28 6 5' -11" 6'4" B 24 24 26 27 10'4" E 27 27 28 29 9'4" D 26 26 26 28 6.5 5' -5" 6-4" C 24 24 25 27 9-10" E 28 28 28 29 8' -11" D 27 27 27 28 7 5' -1" 6-0" C 24 24 25 27 V -5" E 28 28 28 29 8'-6" E 27 27 27 27 7.5 4' -9" 5'4" C 24 24 25 27 9' -1" E 28 28 28 29 8' -2" E 27 27 27 27 8 4' -5" 5' -6" C 24 24 25 26 8'-8" F 29 29 29 29 T -11" E 28 28 28 28 8.5 4' -2" 5'4" C 25 25 25 27 8' -S' F 29 29 29 29 T-8" E 28 28 28 28 9 3' -11" 5' -0" C 25 25 25 27 8' -1" F 29 29 29 29 T -5" E 28 28 28 28 9.5 S -9" 4' -10" C 1 25 1 25 1 26 27 T -10" I F 1 29 29 29 1 29 T -2" I E 28 28 1 28 1 28 170 MPH EXPOSURE C or 180 MPH EXPOSURE B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 18 of 106 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 3.1 0.042 "x3 "x8" Alum Beam LAOd Dble 0.042 "x3 "x8" Alum Beam LA211 Dble 0.040 "x2 "x6.5" Alum Beam LA21 A Attached Single Freestanding of 29 Attached Single Freestanding of B Attached Single Freestanding of 31 33 Span Structure Multis an Units 25 Span Structure Multis an Units 31 Span Structure MUltis an Units GROUND TRIB MAX MAX 27 28 MAX POST LENGTH MAX B 27 MAX POST LENGTH MAX 33 14' -9" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' ' 12' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 26 ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 30 Na (FT) 13' -7" 9-2" (in) (in) (in) (in) 26 27 (in) (in) (in) (in) B 29 (in) (in) (in) (in) 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 10 3 22' -8" 12'-6" A 23 27 29 31 18' -0" B 26 30 31 33 16'4" A 25 27 29 31 LIVE 3.5 19-5" 11' -5" A 24 27 28 30 17' -0" B 27 29 31 33 14' -9" B 26 27 29 30 MIN 4 1T -0" 10'-6" A 24 26 28 30 15' -11" B 28 29 30 32 13' -9" B 26 27 28 30 CONSTRAINED FOOTERSPACINC 4.5 15' -1" 5 -9" A 24 26 28 29 14' -11" B 28 28 30 32 12' -11" B 27 27 28 30 Na 5 13' -7" 9-2" A 25 26 27 29 14' -0" B 29 29 30 31 12' -3" B 27 27 28 29 n/a 5.5 12' 4" 8' -7" A 25 25 27 28 13' -3" B 29 29 29 31 11' -7" B 28 28 28 29 6 11'4" 8' -1" A 25 25 27 28 12' -7" B 29 29 29 31 11' -0" B 28 28 28 29 6.5 10' -5" T-8" A 26 26 26 28 12' -0" C 30 30 30 30 10-6" B 28 28 28 28 7 91-8" T4" B 26 26 26 28 11'-6" C 30 30 30 30 10' -1" B 29 29 29 29 7.5 9' -1" T -0" B 26 26 26 27 11' -0" C 30 30 30 30 9' -9" B 29 29 29 29 8 8'-6" 6'-8" B 26 26 26 27 10' -7" C 30 30 30 30 9'4" B 29 29 29 29 8.5 8' 4" 6-4" B 26 26 26 27 10' -2" C 31 31 31 31 9' -0" B 29 29 29 29 9 7'-6" 6'4" B 26 26 26 27 9-10" C 31 31 31 31 8'4" C 30 30 30 30 9.5 T -2" 5' -10" B 27 27 27 27 9' -6" C 31 31 31 31 8' -5" C 30 30 30 30 10 6-9" 5' -8" B 27 27 27 27 9' -2" C 31 31 31 31 8' -2" C 30 30 30 30 11 1 6' -2" 1 5' -3" 1 B 1 27 1 27 1 27 1 28 11 8' -7" 1 C 1 32 1 32 1 32 32 1 T -9" I C 31 1 31 31 31 16U MPH EXPOSURE C or 180 MPH EXPOSURE B 10 3 22'-8" 11'-6" A 24 28 29 31 19' -11" B 28 31 33 35 14' -11" A 26 28 30 31 LIVE 3.5 19-5" 101-6" A 24 27 29 31 18' -5" B 29 31 32 34 13' -9" A 26 27 29 31 MIN 4 1 T -0" 9'-8" A 24 27 28 30 17' -2" B 30 30 32 34 12' -10" B 27 27 29 30 CONSTRAINED FOOTERSPACINC 4.5 15-1" 9' -0" A 25 26 28 30 16-1" B 30 30 32 33 17 -0" B 27 27 28 30 Na 5 13' -7" 8'4" A 25 26 28 29 15' -3" B 31 31 31 33 11'4" B 28 28 28 30 n/a 5.5 12'4" T -10" A 25 26 27 29 14' -5" C 31 31 31 32 10' -9" B 28 28 28 29 6 11'4" T -5" A 26 26 27 29 13'-8" C 31 31 31 32 10' -3" B 29 29 29 29 6.5 10' -5" T -0" A 26 26 27 28 13' -1" C 32 32 32 32 9' -9" B 29 29 29 29 7 91-8" 6-8" A 26 26 27 28 12'-6" C 32 32 32 32 9'4" B 29 29 29 29 7.5 9' -1" 6'4" A 26 26 26 28 12' -0" C 32 32 32 32 9' 4" B 29 29 29 29 8 8'-6" 6-0" A 26 26 26 28 1 V-6" C 33 33 33 33 8'-8" B 30 30 30 30 8.5 8' -0" 6 -9" A 27 27 27 28 11' -1" C 33 33 33 33 8.4, B 30 30 30 30 9 7'-6" 6-6" A 27 27 27 28 10' -9" C 33 33 33 33 8' -1" B 30 30 30 30 9.5 1 T -Z' 1 5'-4" 1 B 1 27 1 27 1 27 1 28 11 10' -0" 1 C 1 33 1 33 1 33 1 33 11 T -10" I B 1 30 30 1 30 30 170 MPH EXPOSURE C or 180 MPH EXPOSURE B 10 3 22'-8" 101-8" A 24 28 30 32 16' -2" A 27 31 33 34 14' -0" A 26 28 30 32 LIVE 3.5 19' -5" 9-9" A 24 27 29 31 14' -10" B 28 30 32 34 12' -11" A 27 28 30 31 MIN 4 1 T -0" 8' -11" A 25 27 29 31 13' -9" B 29 30 31 33 12' -0" A 27 27 29 31 CONSTRAINED FOOTERSPACINC 4.5 15' -1" V -3" A 25 27 28 30 12' -10" B 29 29 31 33 11' -3" B 28 28 29 31 Na 5 13' -7" T-8" A 25 26 28 30 12' -0" B 30 30 31 32 10' -7" B 28 28 29 30 n/a 5.5 IIZ41 T -3" A 26 26 28 29 111-4" B 30 30 30 32 10' -0" B 29 29 29 30 6 11'4" 6-9" A 26 26 27 29 10' -9" B 30 30 30 32 91-6" B 29 29 29 30 6.5 10' -5" 6' -5" A 26 26 27 29 10' -3" B 31 31 31 31 9' -1" B 29 29 29 30 7 9-8" 6-1" A 26 26 27 29 9'4" B 31 31 31 31 8'-8" B 30 30 30 30 7.5 9' -1" 5' -9" A 27 27 27 28 91-V B 31 31 31 31 814, B 30 30 30 30 8 8'-6" 6-6" A 27 27 27 28 9-0" B 31 31 31 31 V -0" B 30 30 30 30. 8.5 8'4" 6 -3" A 27 27 27 28 8' -T' B 32 32 32 32 7' -9" B 30 30 30 30 9 7'-6" 6 -0" A 27 27 27 29 8.4, 1 B 32 32 32 32 T-6" B 31 31 31 31 9.5 T -Z' 4' -10" A 27 27 27 29 V -0" B 32 32 32 32 7' -3" B 31 31 31 31 10 1 6-9" 1 4'-8" 1 A 1 27 1 27 27 1 29 T -9" I C 1 32 1 32 32 1 32 11 T -0" I B 31 31 31 31 GENEKAL INS IKUG t10N5 FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1 TABLE 3.1 0.042 "x3 "x8" Alum Beam LAOS Dble 0.042 "x3 "x8" Alum Beam LA2! Dble 0.040 "x2 "x6.5" Alum Beam LA2f B Attached Single Freestanding of 24 Attached sing) Freestanding of E Attached Single Freestanding of 26 28 Span Structure Multis an Units 20 Span Structure Multis an Units 26 Span Structure Multispan Units GROUND TRIB MAX MAX 22 24 MAX POST LENGTH MAX E 21 MAX POST LENGTH 11 MAX 27 11' -1" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) SPACIN SPACING POST SIZE CONSTRAINED FOOTER PACIN POST I SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 ON SLAB (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 25 Na (FT) 4' -10" 6' -6" (in) (in) (in) (in) 21 23 (in) (in) (in) (in) F 22 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 30 3 8' -0" 9' -1" B 18 23 24 26 13' -6" E 20 25 26 28 12'4" C 20 23 25 26 4' 3.5 6-10" 8' -3" C 18 22 24 25 12' -5" E 21 24 26 27 11' -1" D 20 23 24 26 7.6 4 6' -0" T -T' C 19 22 24 25 1 V-6" E 21 24 25 27 10' -3" E 21 22 24 25 11' 4.5 5'4" T -0" C 19 22 23 25 10' -9" F 22 24 25 27 9' -8" E 21 22 24 25 Na 5 4' -10" 6' -6" C 19 21 23 24 10' -1" F 22 23 25 26 9' -1" E 21 22 23 25 n/a 5.5 4'4" 6-1" C 19 21 23 24 9' -T' F 22 23 25 26 8' -7- F 22 22 23 25 6 4' -0" T -9" C 19 21 22 24 9' -1" F 23 23 24 26 8' -2" F 22 22 23 24 6.5 3'-8" 5' -5" C 20 21 22 24 8' -8" F 23 23 24 25 T -10" F 22 22 23 24 7 T -5" 5' -2" C 20 20 22 23 8'4" F 23 23 24 25 7'4" F 22 22 23 24 7.5 3' -2" 4' -11" D 20 20 22 23 T -11" F 23 23 24 25 T -2" F 23 23 23 24 8 T -0" 4'4" D 20 21 22 24 T -7" F 23 23 24 25 6-11" F 23 23 23 24 8.5 Z -10" 4' -5" D 1 20 1 21 1 22 1 24 11 T -3" F 24 1 24 24 25 6-8" F 23 23 23 24 14U MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 8' -0" 9' -1" B 20 25 26 28 13-6" E 23 27 28 30 12' -0" C 22 25 27 28 4' 3.5 6' -10" 8'4" C 20 24 26 27 12' -5" E 23 26 28 29 IVA.. D 22 25 26 28 7.6 4 6' 4" T -T' C 21 24 25 27 11'-6" E 24 26 28 29 10' -3" E 23 24 26 27 11' 4.5 64" T-O" C 21 23 25 27 10' -9" F 24 25 27 29 914" E 23 24 26 27 Na 5 4' -10" 6-6" C 21 23 25 26 10' -1" F 24 25 27 28 9' -1" E 24 24 25 27 n/a 5.5 4'4" 6' -1" C 21 23 24 26 9' -T' F 25 25 27 28 8' -T' F 24 24 25 27 6 4' 4" V -9" C 22 23 24 26 9'4" F 25 25 26 28 8' -2" F 24 24 25 26 6.5 3'-8" 5' -5" C 22 22 24 25 8' -8" F 25 25 1 26 28 T -10" F 1 25 25 1 25 26 1 7 1 T -5" 1 5' -2" 1 C 1 22 1 22 1 24 1 25 8'4" 1 F 1 26 1 26 26 1 27 T -6" F 25 25 25 26 OVER- HANG Post Description Max Hgt TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) Detail FT 8' 9 10' 11' 12' 13' 14' 15' 16' 1 T 18' 19' 20' 21' 0' 4' 45 5' 55 6' 65 7' 7.5' v 8.6 9' 9.5' 10' 10.5' 1' 4.5' 5' 5.5' 6' 6.5' T 7.6 8' 8.5' 9' 9.5' 10' 10.5' 11' 2' 5' 55 6 6.5' T 7.5' 8' 85 9 95 10' 105 11' 115 3' n/a n/a n/a n/a 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 4' I n/a n/a n/a Na n/a n/a n/a rda 10' 10.5' 11' 11.5' 12' 12.6 5' n/a n/a n/a n/a n/a nta n/a n1a n/a n/a n/a n/a 12.5' 13' TABLE 3.3 Post Requirements for Attached Single Sp an Structures Post Description Max Hgt POST Code Detail 0.024 "x3 "x3" Post w/ Side pi 12' C LA22 Alum 0.032 "x3 "x3" Lockseam 11' D LA15 Alum 0.040 "x3 "x3" Lockseam 11' E LA15 Alum 0.055 "x3 "x3" Fluted 10' F LA19 Alum 0.075 "x3 "x3" Square 10' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H 715 Alum 0.120 "x3 "x3" Square 10' I LA20 Steel 0.043 "x3 "x3" Lockseam 10' J LA15 Alum 0.120 "x4 "x4" Square 12' K LA20 3/16 "x3 "x3" Steel Square 14' L LA17 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.1 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9 -11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 19 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 TABLE 3.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU49 Steel 0.043 "x3 "x3" Locksearr d= 22" 8' B MU49 Alum 0.120 "x3 "x3" Square d= 25" 8' D LA20 Alum 0.120 "x3 "x3" Square d= 27" 8' B LA20 Alum 0.120 "x4 "x4" Square d= 28" 8' E LA20 3/16 "x3 "x3" Steel Square d= 29" 13' F LA17 Alum 0.120 "x4 "x4" Square d= 32" 10' E LA20 3/16 "x3 "x3" Steel Square d= 32" 10' G LA17 3/16 "x4 "x4" Steel Square d= 35" 14' 1 LA17 3/16 "x4 "x4" Steel Square d= 38" 10' J LA17 3/16 "x5 "x5" Steel Square d= 42" 14' K LA17 3/16 "x6 "x6" Steel Square d= 47" 15' L LA17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 FEB 24 2014 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 3.5 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAO( C Attached single Freestanding oI 30 Attached Single Freestanding of E Attached Single Freestanding of 31 33 Span Structure Multis an Units 32 Span Structure Multis an Units 34 Span Structure Multis an Units GROUND TRIB MAX MAX 28 30 MAX POST LENGTH MAX E 30 MAX POST LENGTH MAX 32 29' -5" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' 1 12' I 15' POST MIN FOOTER 8' I IT I 15' LOAD (FT) SPACING 3PACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 28 ON SLAB (FT) TYPE "d" "d" "d" "d" I (FT) TYPE "d" "d" I "d" "d" (FT) TYPE "d" "d" "d" "d" 33 (FT) 9' -8" 16' -1" (in) (in) (in) (in) 29 29 (in) (in) (in) (in) F 30 (in) (in) (in) (in) 10 5 13' -T' 20' -2" C 28 28 30 Attached Sing4 23'-8" E 29 29 31 33 30'-4" F 32 32 32 34 LIVE 5.5 12'11" 18' -11" D 28 28 30 MAX POST LENGTH 22' -3" E 30 30 31 32 29' -5" F 32 32 32 POST MIN 6 11'-4" 1T -10" D 28 28 29 MIN 21' -1" E 30 30 30 SPACINC 28'-6" F 33 33 33 SIZE CONSTRAINED FOOTERSPACINC 6.5 10' -5" 16' -11" D 28 28 29 (FT) 20' -0" E 30 30 30 "d" 2T-8" F 34 34 34 33 7 9' -8" 16' -1" E 29 29 29 (in) 19' -1" F 30 30 30 31 26'-6" F 34 34 34 33 7.5 9' -1" 15'-4" E 29 29 29 30 18' -3" F 31 31 31 31 25'-6" F 34 34 34 33 8 8'-6" 14' -8" E 29 29 29 29 17'-6" F 31 31 31 31 24' -7" F 35 35 35 34 8.5 8' -0" 14' -1" E 29 29 29 29 16' -10" F 31 31 31 31 23' -9" F 35 35 35 34 9 7'-6" 13'-6" E 29 29 29 29 16' -2" F 31 31 31 30 22' -11" F 35 35 35 34 9.5 7' -2" 13' -0" E 30 30 30 29 15' -7" F 31 31 31 30 22' -2" G 35 35 35 34 10 6' -9" 12'-6" E 30 30 30 28 15' -1" F 32 32 32 30 21' -6" G 36 36 36 35 10.5 6' -5" 12' -1" E 30 30 30 29 14' -7" F 32 32 32 30 20' -11" G 36 36 36 35 11 6' -2" 11' 6" E 30 30 30 29 14' -1" F 32 32 32 30 20'-4" G 36 36 36 35 11.5 5' -11" 11' -1" E 30 30 30 29 13'-8" F 32 32 32 30 19' -9" G 36 36 36 35 12 5'-8" 10' -7" E 30 30 30 13' -3" F 32 32 32 19' -3" G 36 36 36 13 5' -2" 9' -10" E 30 30 30 12 -7" F 32 32 32 18' -4" G 37 37 37 14 4' -10" 9' -1" E 30 30 30 11' -11" F 33 33 33 17' -6" G 37 37 1 37 15 4'-6" 8' -6" E 30 30 30 11'4" 1 F 1 33 1 33 1 33 16-9" 1 G 1 38 1 38 38 10 5 13' -T' 20' -2" C 29 29 31 Attached Sing4 23'-8" E 31 31 32 33 29' -3" F 33 33 33 34 LIVE 5.5 12'14" 18' -11" D 30 30 31 MAX POST LENGTH 22' -3" E 31 31 32 32 28'-4" F 34 34 34 POST MIN 6 11' -4" 1T -10" D 30 30 31 MIN 21' -1" E 32 32 32 SPACINC 2T -7" F 34 34 34 SIZE CONSTRAINED FOOTERSPACINC 6.5 10' -5" 16' -11" D 30 30 30 (FT) 20' -0" E 32 32 32 "d" 26' -10" F 35 35 35 33 7 9'-8" 16' -1" E 30 30 30 (in) 19' -1" F 32 32 32 31 26' -2" F 36 36 36 33 7.5 9' -1" 15'-4" E 31 31 31 30 18' -3" F 32 32 32 31 25'-6" F 36 36 36 33 8 8'-6" 14'-8" E 31 31 31 29 1T -0" F 33 33 33 31 24' -T' F 37 37 37 34 8.5 8' -0" 14' -1" E 31 31 31 29 16' -10" F 33 33 33 31 23' -9" F 37 37 37 34 9 7'-6" 13'-6" E 31 31 31 29 16' -2" F 33 33 33 30 22' -11" F 37 37 37 34 9.5 T -2" 13'-0" E 31 31 31 29 15' -7" F 33 33 33 30 22' -2" G 37 37 37 34 10 6' -9" 12'-6" E 31 31 31 28 15' -1" F 33 33 33 30 21' -6" G 38 38 38 35 10.5 6' -5" 12' -1" E 32 32 32 29 14' -7" F 34 34 34 30 20' -11" G 38 38 38 35 11 6' -2" 11'-6" E 32 32 32 29 14' -1" F 34 34 34 30 20'-4" G 38 38 38 35 11.5 5' -11" 11' -1" E 32 32 32 29 13'-8" F 34 34 34 30 19' -9" G 38 38 38 35 12 6 -8" 10' -7" E 32 32 32 13' -3" F 34 34 34 19' -3" G 39 39 39 13 5' -2" 9' -10" E 32 32 32 12' -T' F 34 34 34 18'-4" G 39 39 39 14 4' -10" 9' -1" E 32 32 32 11' -11" F 35 35 35 1T -6" G 39 39 39 15 4'-6" 8'-6" E 32 32 32 111-4" 1 F 1 35 35 1 35 16' -9 G 1 40 1 40 1 40 10 5 13' -T' 20' -2" C 31 31 33 Attached Sing4 23'-8" E 32 32 34 33 2T -10" F 34 34 34 34 LIVE 5.5 12'-4" 18' -11" D 31 31 32 MAX POST LENGTH 22' -3" E 33 33 33 32 2T -0" F 35 35 35 POST MIN 6 11'-4" 1T -10" D 31 31 32 MIN 21' -1" E 33 33 33 SPACINC 26 -3" F 36 36 36 SIZE CONSTRAINED FOOTERSPACINC 6.5 10' -5" 16' -11" D 32 32 32 (FT) 20' -0" E 33 33 33 "d" 25'-6" F 36 36 36 33 7 9'-8" 16' -1" E 32 32 32 (in) 19' -1" F 34 34 34 31 24'-11" F 37 37 37 33 7.5 9' -1" 15'14" E 32 32 32 30 18' -3" F 34 34 34 31 24'-4" F 37 37 37 33 8 8'-6" 14'-8" E 32 32 32 29 17' -0" F 34 34 34 31 23' -10" F 38 38 38 34 8.5 8' 4" 14' -1" E 33 33 33 29 16' -10" F 35 35 35 31 23'-4" F 39 39 39 34 9 T-6" 13'-6" E 33 33 33 29 16' -2" F 35 35 35 30 22' -10" F 39 39 39 34 9.5 T -2" 13' -0" E 33 33 33 29 15' -T' F 35 35 35 30 22 -2" G 39 39 39 34 10 6' -9" 12' -0" E 33 33 33 28 16 -1" F 35 35 35 30 21' -6" G 40 40 40 35 10.5 6' -5" 12' -1" E 33 33 33 29 14' -T' F 35 35 35 30 20' -11" G 40 40 40 35 11 6' -2" 11'-6" E 33 33 33 29 14'-1" F 36 36 36 30 20' -0" G 40 40 40 35 11.5 5' -11" 11' -1" E 33 33 33 29 13' -8" F 36 36 36 30 19' -9" G 40 40 40 35 12 5'-8" 10' -7" E 33 33 33 13'-3" F 36 36 36 19' -3" G 41 41 41 13 5' -2" 9' -10" E 33 33 33 12 -7" F 36 36 36 18'11" G 41 41 41 14 4' -10" 9' -1" E 33 33 33 11' -11" F 36 36 36 1T-6" G 41 41 41 15 4' -0" 8' -6" E 33 33 33 11'-4" F 37 37 37 16' -9" 1 G 1 42 1 42 1 42 TABLE 3.6 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAO( E Attached single Freestanding of 30 Attached Sing4 Freestanding oI F Attached single Freestanding of 31 33 Span Structure Multis an Units 32 Span Structure Multis an Units 34 Span Structure Multis an Units GROUND TRIB MAX MAX 27 29 MAX POST LENGTH MAX F 28 MAX POST LENGTH MAX 1 32 20' -11" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12 I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) SPACINC SPACINC POST SIZE CONSTRAINED FOOTER SPACINE POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 27 ON SLA (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 33 (FT) 5' -1" 9' -6" (in) (in) (in) (in) 27 28 (in) (in) (in) (in) F 29 (in) (in) (in) (in) 20 5 T -1" 12' -11" E 27 27 30 32 15' -7" F 28 28 31 33 22' -2" G 32 32 32 34 5.5 6-5" 12' -1" E 27 27 29 31 14' -7" F 28 28 30 32 20' -11" G 32 32 32 33 6 6 -11" 11' -1" E 27 27 29 31 13' -9" F 29 29 30 32 19' -10" G 32 32 32 33 6.5 5' -5" 10' -3" E 27 27 28 30 13' -0" F 29 29 30 32 18' -10" G 33 33 33 33 7 5' -1" 9' -6" E 27 27 28 30 12'-4" F 29 29 29 31 18'-0" G 33 33 33 33 7.5 4' -9" 8' -11" E 27 27 28 30 11'-8" F 29 29 29 31 17' -3" G 33 33 33 33 8 4' -5" 8'-4" E 27 27 27 29 11' -2" F 30 30 30 31 16' -7" G 34 34 34 34 8.5 4' -2" T -10" E 27 27 27 29 10' -7" F 30 30 30 31 15' -11" H 34 34 34 34 9 T -11" T -5" E 27 27 27 29 10' 4" F 30 30 30 30 15'-4" H 34 34 34 34 9.5 3' -9" T -1" E 27 27 27 29 9' -6" F 30 30 30 30 14' -10" H 34 34 34 34 10 3'-6" 6'-8" E 27 27 27 28 9-0" F 30 30 30 30 14'14" H 35 35 35 35 10.5 Y-4" 6' -5" E 27 27 27 29 8' -7" F 30 30 30 30 13' -11" H 35 35 35 35 11 S -2" 6' -1" 1 E 1 27 27 27 29 8' -3" F 30 30 30 30 13' -0" H 35 35 35 35 11.5 S -1" 5' -10" E 27 27 27 29 T -10" F 30 30 30 30 13' -1" H 1 35 35 35 35 20 5 T -1" 12' -11" E 28 28 31 33 15' -7" F 30 30 32 34 22' -2" G 33 33 33 35 5.5 6' -5" 12' -1" E 28 28 30 32 14' -7" F 30 30 32 34 20' -11" G 34 34 34 35 6 5' -11" 11' -1" E 28 28 30 32 13' -9" F 30 30 31 33 19' -10" G 34 34 34 34 6.5 5' -5" 10' -3" E 28 28 29 32 13' -0" F 30 30 31 33 18' -10" G 34 34 34 34 7 5' -1" 9'-6" E 28 28 29 31 12'-4" F 31 31 31 33 18' -0" G 35 35 35 35 7.5 4' -9" 8' -11" E 28 28 29 31 11'4" F 31 31 31 32 17' -3" G 35 35 35 35 8 4' -5" 8'-4" E 28 28 28 30 11' -2" F 31 31 31 32 16' -7" G 35 35 35 35 8.5 4' -2" T -10" E 28 28 28 30 10' -7" F 31 31 31 32 15' -11" H 36 36 36 36 9 T -11" T -5" E 28 28 28 30 10' -0" F 31 31 31 31 15'-4" H 36 36 36 36 9.5 3' -9" T -1" E 28 28 28 30 9' -6" F 31 31 31 31 14' -10" H 36 36 36 36 10 3-6" 6'-8" E 28 28 28 29 9' -0" F 31 31 31 31 14'4" H 36 36 36 36 10.5 3'-4" 6-5" E 28 28 28 30 8' -7" F 31 31 31 31 13' -11" H 36 36 36 36 11 T -2" 6' -1" E 28 28 28 30 8' -3" F 31 31 31 31 13'-6" H 37 37 37 37 11.5 Y -1" 1 5' -10" 1 E 1 28 1 28 1 28 1 30 11 T -10" I F 1 31 1 31 1 31 31 13' -1" H 1 37 37 1 37 1 37 FEB 24 2014 ICC ESR 1953 (2012 IBC) 2124/2014 Page 20 of 106 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 3.5, 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAOf 12 GA 3x8 Steel C Beam LAO( C Attached Single Freestanding o1 34 Attached single Freestanding of E Attached Single Freestanding of 35 30 Span Structure Multis an Units 35 Span Structure Multis an Units 30 Span Structure Multis an Units GROUND TRIB MAX MAX 33 33 MAX POST LENGTH MAX E 34 MAX POST LENGTH MAX 29 25' -9" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) SPACING SPACINC. POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 33 ON SLAB (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" V. 30 n/a (FT) 9'-8" 16' -1" (in) (in) (in) (in) 33 33 (in) (in) (in) (in) F 35 (in) (in) (in) (in) I I 150 MPH EXPOSURE C or 170 MPH EXPOSURE B 10 5 13' -T' 20' -2" C 32 32 34 Attached Singl 23' -2" E 34 34 35 30 26' -T' F 35 35 35 30 LIVE 5.5 12'-4" 18'-11" D 33 33 33 MAX POST LENGTH 22' -0" E 34 34 34 29 25' -9" F 36 36 36 POST MIN 6 11' 4" 1T -10" D 33 33 33 MIN 21' -0" E 35 35 35 SPACIN 25' -0" F 37 37 37 SIZE CONSTRAINED FOOTERSPACIN 6.5 10' -5" 16' -11" D 33 33 33 (FT) 20' -0" E 35 35 35 "d" 24'4" F 37 37 37 30 n/a 7 9'-8" 16' -1" E 33 33 33 (in) 19' -1" F 35 35 35 28 23' -9" F 38 38 38 29 n/a 7.5 9' -1" 15'-4" E 34 34 34 26 18' -3" F 36 36 36 28 23' -3" F 39 39 39 29 8 8' -0" 14'-8" E 34 34 34 26 17'-6" F 36 36 36 28 22' -7" F 39 39 39 29 8.5 8' -0" 14' -1" E 34 34 34 26 16' -10" F 36 36 36 27 21' -10" F 40 40 40 29 9 T -6" 13'-6" E 34 34 34 26 16' -2" F 36 36 36 27 21' -2" F 40 40 40 29 9.5 T -2" 13' -0" E 34 34 34 26 15' -7" F 37 37 37 27 20' -7" F 40 40 40 29 10 6' -9" 12'-6" E 35 35 35 26 15' -1" F 37 37 37 27 20' -1" F 41 41 41 30 10.5 6' -5" 12' -1" E 35 35 35 27 11 14' -T' F 37 37 37 27 1 19' -7" F 41 41 41 30 11 -2" 11'-6" E 35 35 35 14'-1" F 37 37 37 19' -1" F 41 41 41 J126' 5' -11" 11' -1" E 35 35 35 13'-8" F 37 37 37 18'-8" G 41 41 41 12 5'-8" 10' -7" E 35 35 35 13' -3" F 38 38 38 18' -3" G 42 42 42 5' -2" 9' -10" E 35 35 35 12' -T' F 38 38 38 17'-6" 1 G 42 1 42 L 42 16U MPH EXPOSURE C or 180 MPH EXPOSURE B 10 5 13' -T' 18' -10" C 33 33 34 Attached Singl 23'-8" E 35 35 36 30 25' -6" E 36 36 36 30 LIVE 5.5 12'-4" 1T -10" C 33 33 34 MAX POST LENGTH 22' -3" E 36 36 36 29 24'-8" F 37 37 37 POST MIN 6 11'-4" 16' -11" C 34 34 34 MIN 21' -1" E 36 36 36 SPACIN 24' -0" F 38 38 38 SIZE CONSTRAINED FOOTERSPACIN 6.5 10' -5" 16' -2" D 34 34 34 (FT) 20' 4" E 37 37 37 "d" 23' -0" F 39 39 39 30 n/a 7 9'-8" 15' -5" D 34 34 34 (in) 19' -1" F 37 37 37 28 22' -T' F 39 39 39 29 n/a 7.5 9' -1" 14'-10" D 35 35 35 26 18' -3" F 37 37 37 28 21' -9" F 40 40 40 29 8 8'-6" 14' -3" E 35 35 35 26 1T-6" F 38 38 38 28 21' -0" F 40 40 40 29 8.5 8' -0" 13' -9" E 35 35 35 26 16' -10" F 38 38 38 27 20' -5" F 40 40 40 29 9 7'-6" 13'-3" E 36 36 36 26 16' -2" F 38 38 38 27 19' -9" F 41 41 41 29 9.5 T -2" 12' -10" E 36 36 36 26 15' -7" F 38 38 38 27 19'-3" F 41 41 41 29 10 6' -9" 12' -5" E 36 36 36 26 15' -1" F 39 39 39 27 18' -9" F 41 41 41 30 10.5 6' -5" 12' -0" E 36 36 36 27 11 14'-7" F 39 39 39 27 1 18' -3" F 42 42 42 30 11 6' -2" 11'-6" E 36 36 36 14' -1" F 39 39 39 1T -10" F 42 42 42 11.5 5' -11" 11' -1" E 36 36 36 IT-8" F 39 39 39 1T -5" I F 42 42 42 160 MPH EXPOSURE C or 180 MPH EXPOSURE B 10 5 13' -T' 17' 4" C 32 32 34 Attached Singl 20' -2" C 34 34 35 30 24'-6" E 36 36 36 30 LIVE 5.5 174, 16' -T' C 33 33 33 MAX POST LENGTH 19' -1" D 34 34 34 29 23'-8" E 37 37 37 POST MIN 6 11'-4" 15' -9" C 33 33 33 MIN 18'-3" D 35 35 35 SPACIN 22' -11" F 37 37 37 SIZE CONSTRAINED FOOTERSPACIN 6.5 10'-51, 15' -0" C 33 33 33 (FT) 1T -5" E 35 35 35 "d" 22' -0" F 38 38 38 30 n/a 7 9'-8" 14'-4" C 34 34 34 (in) 16' -9" E 35 35 35 28 21' -2" F 38 38 38 29 n/a 7.5 9'-1" 13' -9" D 34 34 34 26 16' -1" E 36 36 36 28 20' -5" F 39 39 39 29 8 8'-6" 13' -2" D 34 34 34 26 15' -7" E 36 36 36 28 19'-9" F 39 39 39 29 8.5 8' -0" 12'-8" D 34 34 34 26 15' -0" E 36 36 36 27 19' -1" F 39 39 39 29 9 7'-6" 12' -3" D 35 35 35 26 14' -7" E 37 37 37 27 18' -7" F 40 40 40 29 9.5 T -2" 11' -10" E 35 35 35 26 14' -1" F 37 37 37 27 19-91 F 40 40 40 29 10 6' -9" 11' -5" E 35 35 35 26 13' -9" F 37 37 37 27 1T -T' F 41 41 41 30 10.5 6' -5" 11' -1" E 35 35 35 27 11 13'-4" F 38 38 38 27 1 1T -1" F 41 41 41 30 11 V -2" 10' -9" E 36 36 36 13' -0" F 38 38 38 16' -9" F 41 41 41 11.5 5' -11" 10' -5" E 36 36 36 12'-8" F 38 38 38 16'-4" F 41 41 41 12 5'-8" 10' -2" E 36 36 36 17 -4" I F 1 38 38 38 16' -0,, 1 F 42 42 42 GENERAL iNS I KUG I WN5 FUK FHESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 TABLE 3.5 16 GA 3x8 Steel C Beam LAO( 14 GA 3x8 Steel C Beam LAO( 12 GA 3x8 Steel C Beam LAO( F Attached Single Freestanding of 26 Attached Singl Freestanding of F Attached single Freestanding of 28 30 Span Structure Multis an Units 27 Span Structure Multis an Units 30 Span Structure Multispan Units GROUND TRIB MAX MAX 23 26 MAX POST LENGTH MAX F 24 MAX POST LENGTH MAX 29 18' -3" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 16 POST MIN FOOTS 8' I 12' I 15' LOAD (FT) SPACIN SPACIN POST SIZE CONSTRAINED FOOTER PACIN POST SIZE CONSTRAINED FOOTERSPACIN 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 ON SL.A (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 30 n/a (FT) T -5" 7' -8" (in) (in) (in) (in) 22 25 (in) (in) (in) (in) F 25 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 30 5 4' -10" 10'-8" F 22 24 26 28 134" F 24 25 28 30 191-4" H 27 27 29 30 4' 5.5 4'4" 9-9" F 22 23 26 28 12'-6" F 24 24 27 29 18' -3" H 28 28 28 30 7.5' 6 4' -0" 8' -11" F 22 23 26 27 11' -9" F 25 25 27 29 17' -3" H 28 28 28 30 11' 6.5 3-8" 8' -3" F 22 22 25 27 11' -1" F 25 25 27 29 16' -5" H 28 28 28 30 n/a 7 T -5" 7' -8" F 22 22 25 27 10' 4" F 25 25 26 28 15'-8" H 28 28 28 29 n/a 7.5 3' -2" T -2" F 22 22 25 26 9'4" F 25 25 26 28 15' -0" H 29 29 29 29 8 3-0" 6' -9" F 22 22 24 26 9-1" F 25 25 26 28 14'4" H 29 29 29 29 8.5 2' -10" 6'4- F 22 22 24 26 8'4" F 25 25 25 27 13-10" H 29 29 29 29 9 2'4" 6'4" F 22 22 24 26 8' -1" F 25 25 25 27 13'-3" H 29 29 29 29 9.5 2'-6" 5' -8" F 22 22 24 26 T -8" F 25 25 25 27 12' -10" 1 29 29 29 29 10 2' -5" 5'4" F 22 22 24 26 T -3" F 25 25 25 27 12' -5" 1 30 30 30 30 10.5 2' -3" 5' -1" 1 F 1 22 1 22 1 25 1 27 11 6-11" F 25 1 25 25 27 1 12' -0" 1 1 30 30 30 30 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 4' -10" 101-8" F 25 25 29 31 13-4" F 27 27 30 32 19'4" H 30 30 31 33 4' 5.5 4'4" 9-9" F 25 25 28 30 12'-6" F 27 27 30 32 18' -3" H 31 31 31 33 7.5' 6 4' 4" 8' -11" F 25 25 28 30 11' -9" F 27 27 29 31 17' -3" H 31 31 31 32 11' 6.5 3'-8" 8' -3" F 25 25 27 29 11' -1" F 27 27 29 31 16' -5" H 31 31 31 32 n/a 7 3' -5" 7'4" F 25 25 27 29 10'4" F 28 28 28 30 15'4" H 32 32 32 32 n/a 7.5 3' -2" T -2" F 25 25 27 29 9' -8" F 28 28 28 30 15' -0" H 32 32 32 32 8 3-0" 6'4" F 25 25 26 28 9' -1" F 28 28 28 30 14'4" H 32 32 32 32 8.5 2'40" 6'4" F 25 25 26 28 8' -6" F 28 28 28 29 13' -10" H 32 32 32 1 32 9 2'-8" 6' -0" F 25 25 26 28 8' -1" F 28 28 28 29 13'4" H 33 1 33 33 33 OVER- HANG Post Description Max Hgt TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) Detail FT 8' 9' 10' 11' 12' 13' 14' 15' 16' IT 18' 19' 20' 21' a 4' 45 6 5.5' 6' 65 7' 75 8' 8.6 9' 95 10' 105 1' 4.5' 5' 5.5' 6 65 T 7.5' 8' 8.5' 9' 9.5' 10' 10.6 11' 2' 6 5.5' 6' 6.6 T 7.5' IT 85 9' 95 10' 10.5' 11' 11.5' 3' n/a n/a n/a n/a 7.5' 8' 8.5' 9' 9.5' 10' 10.6 11' 115 12' 4' 1 n/a n/a Na n/a n/a n/a n/a n/a 10' 10.5' 11' 11.5' 12' 125 5' n/a n1a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.5' 13' TABLE 3.3 Post Requirements for Attached Single S an Structures Post Description Max Hgt POST Code Detail 0.024 "x3 "x3" Post w/ Side lat 12' C LA22 Alum 0.032 "x3 "xW Lockseam 11' D LA15 Alum 0.040 "x3 "x3" Lockseam 11' E LA15 Alum 0.055 "x3 "x3" Fluted 10' F LA19 Alum 0.075 "x3 "x3" Square 10' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H LA15 Alum 0.120 "x3 "x3" Square 10' I LA20 Steel 0.043 "x3 "x3" Lockseam 10' J LA15 Alum 0.120 "x4 "x4" Square 12' K LA20 3/16 "x3 "x3" Steel Square 14' L 1A17 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET MISC5 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9 -11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2124/2014 Page 21 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 TABLE 3.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C LA15 Steel 0.043 "x3 "xW Locksea d= 22" 8' B LA15 Alum 0.120 "x3 "x3" Square d= 25" 8' D LA20 Alum 0.120 "x3 "x3" Square d= 27" 8' B LA20 Alum 0.120 "x4 "x4" Square d= 28" 8' E I LA20 3/16 "x3 "x3" Steel Square d= 29" 13' F LA17 Alum 0.120 "x4 "x4" Square d= 32" 10' E LA20 3/16 "x3 "x3" Steel Square d= 32" 10' G LA17 3/16 "x4 "x4" Steel Square d= 35" 14' 1 LA17 3/16 "x4 "x4" Steel Square d= 38" 10' J LA17 3/16 "x5 "x5" Steel Square d= 42" 14' K LA17 3/16 "x6 "x6" Steel Square d= 47" 15' 1 L I LA17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 FEB 24 2014 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 3.6 Double 16 GA 3x8 Steel C Beam LA2( Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 F Attached Single Freestanding of 33 Attached Single Freestanding of F Attached Single Freestanding of 33 37 Span SWcture Multispan Units 34 Span Structure Multispan Units 36 Span Structure Multispan Units GROUND TRIB MAX MAX 33 33 MAX POST LENGTH MAX F 33 MAX POST LENGTH MAX 37 35 -2" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' I 12' I 16 POST MIN FOOTER 8' I 12' 1 15' POST MIN FOOTER 8' ' 12' I 15' LOAD (FT) SPACING PACIN POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 34 ON SLAB (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" I "d "d" I (FT) TYPE "d" "d" "d" "d" 37 (FT) 9' -8" 28'-1" (in) (in) (in) I (in) 35 35 (in) (in) (in) (in) F 35 (in) I (in) (in) (in) I I 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 5 13' -T' 30' -11" F 32 32 33 Attached Singl 32' -T' F 32 32 33 37 36' -0" F 34 34 34 36 LIVE 5.5 12'4" 30' -1" F 33 33 33 MAX POST LENGTH 31' -9" F 33 33 33 37 35 -2" F 34 34 34 POST MIN 6 11' -0" 29'-4" F 33 33 33 MIN 31' -0" F 34 34 34 PACIN 34'4" F 35 35 35 SIZE CONSTRAINED FOOTERSPACIN 6.5 10' -5" 28' -8" F 34 34 34 (FT) 30'-4" F 35 35 35 "d" 33'-8" G 36 36 36 37 7 9' -8" 28'-1" F 35 35 35 (in) 29' -9" F 35 35 35 36 33' -0" G 36 36 36 38 7.5 9' -1" 27'5" F 35 35 35 35 29' -2" G 36 36 36 37 32' -5" G 37 37 37 39 8 8'-6" 26' -11" G 36 36 36 36 28' -7" G 36 36 36 37 31' -10" G 38 38 38 39 8.5 8' -0" 26' -2" G 36 36 36 36 28' -1" G 37 37 37 37 31'-4" H 38 38 38 40 9 7' -6" 25'-6" G 36 36 36 36 2T-8" G 37 37 37 38 30' -10" H 39 39 39 40 9.5 T.2" 24' -10" G 37 37 37 37 27' -2" H 38 38 38 38 30'-4" H 39 39 39 41 10 6' -9" 24' -2" G 37 37 37 37 26' -8" H 38 38 38 38 29' -11" H 40 40 40 41 10.5 6' -5" 23' -7" G 37 37 37 37 26'3" H 39 39 39 39 29'-6" H 40 40 40 42 11 6' -2" 23' -1" G 38 38 38 37 25' -10" H 39 39 39 39 29' -2" H 41 41 41 42 11.5 5' -11" 22' -7" H 38 38 38 38 25'4" H 39 39 39 39 28' -9" H 41 41 41 42 12 6 -8" 22' -1" H 38 38 38 24' -10" H 40 40 40 28' -5" H 42 42 42 13 6 -2" 21' -2" H 39 39 39 23' -11" H 40 40 40 27' -9" 1 42 42 42 14 4' -10" 20' -5" H 39 39 39 23' -1" H 41 41 41 2T -1" 1 43 43 43 15 4'S" 19'-8" H 40 40 40 22' -0" H 41 41 41 26'4" I 44 1 44 44 73U MPH EXPUSURE G or 150 MPH EXPOSURE B 10 5 13' -7"' 30' -5" F 34 34 34 Attached Singl 32' -5" F 34 34 35 37 36' -0" F 35 35 35 36 LIVE 5.5 12'-4" 29'-6" F 34 34 34 MAX POST LENGTH 31' -5" F 35 35 35 37 35' -2" F 36 36 36 POST MIN 6 11'-4" 28'-8" F 35 35 35 MIN 30'5" F 36 36 36 PACIN 34'-4" F 37 37 37 SIZE CONSTRAINED FOOTERSPACIN 6.5 10' -5" 2T -11" F 36 36 36 (FT) 29' -9" F 36 36 36 "d" 33'-8" G 38 38 38 37 7 9'-8" 2T -2" F 36 36 36 (in) 29' -0" F 37 37 37 36 33' -0" G 39 39 39 38 7.5 9' -1" 26' -T' F 37 37 37 35 28'-4" G 37 37 37 37 32' -3" G 39 39 39 39 8 8'S" 26'-0" F 37 37 37 36 2T -9" G 38 38 38 37 31'-6" G 40 40 40 39 8.5 8' -0" 25'-6" G 38 38 38 36 2T -2" G 39 39 39 37 30' -11" H 40 40 40 40 9 7'-6" 25-0" G 38 38 38 36 26'-8" G 39 39 39 38 30'-4" H 41 41 41 40 9.5 T -2" 24' -T' G 39 39 39 37 26' -2" G 39 39 39 38 29' -9" H 41 41 41 41 10 6' -9" 24' -0" G 39 39 39 37 25' -9" H 40 40 40 38 29' -3" H 42 42 42 41 10.5 6' -5" 23'-4" G 39 39 39 37 25'-4" H 40 40 40 39 28' -10" H 42 42 42 42 11 5 -2" 22'-9" G 40 40 40 37 24' -11" H 41 41 41 39 28'-4" H 43 43 43 42 11.5 5' -11" 22'3" G 40 40 40 38 24' -7" H 41 41 41 39 27' -11" H 43 43 43 42 12 5'-8" 21'-8" H 40 40 40 24'3" H 42 42 42 27' -T' H 43 43 43 13 6 -2" 20'-9" H 41 41 41 23' -7" H 42 42 42 26' -10" 1 44 44 44 14 4' -10" 19' -10" H 41 41 41 22'-8" H 43 43 43 26'-7' 1 45 45 45 15 4'-6" 19' -1" H 41 41 41 21'-10 H 43 43 43 25' -T' 1 I 1 46 1 46 46 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 5 13' -T' 29'4" F 35 35 35 Attached Singl 30' -11" F 35 35 36 37 35 -1" F 37 37 37 36 LIVE 5.5 12'-4" 28' -1" F 35 35 35 MAX POST LENGTH 29' -11" F 36 36 36 37 34' -0" F 38 38 38 POST MIN 6 11'-4" 27' -3" F 36 36 36 MIN 29' -1" F 37 37 37 PACIN 33' -0" F 39 39 39 SIZE CONSTRAINED FOOTERSPACIN 6.5 10 -5" 26' 6" F 37 37 37 (FT) 28'-4" F 38 38 38 "d" 37 -2" F 39 39 39 37 7 9'-8" 25 -11" F 37 37 37 (in) 2T -7" F 38 38 38 36 31' -5" G 40 40 40 38 7.5 9' -1" 25'-4" F 38 38 38 35 2T -0" F 39 39 39 37 30'$" G 40 40 40 39 8 8'-6" 24' -9" F 39 39 39 36 26' -5" G 39 39 39 37 30 -0" G 41 41 41 39 8.5 8' -0" 24' -1" F 39 39 39 36 26 -10" G 40 40 40 37 29' -5" G 42 42 42 40 9 7'-6" 23' -0" F 39 39 39 36 25' -5" G 40 40 40 38 28' -10" H 42 42 42 40 9.5 T -2" 22'-8" G 40 40 40 37 24' -11" G 41 41 41 38 28'-4" H 43 43 43 41 10 U -9" 22' 4" G 40 40 40 37 24'-6" G 41 41 41 38 2T -10" H 43 43 43 41 10.5 6' -5" 21' -5" G 40 40 40 37 24' -1" G 42 42 42 39 2T -5" H 44 44 44 42 11 6' -2" 20' -10" G 40 40 40 37 23' -9" H 42 42 42 39 27'-0" H 44 44 44 42 11.5 5' -11" 20'-4" G 41 41 41 38 23' -2" H 43 43 43 39 26' -7" H 45 45 45 42 12 5'-8" 19' -10" G 41 41 41 22'x" H 43 43 43 26' -3" H 45 45 45 13 6 -2" 19' -0" G 41 41 41 21'-8" H 43 43 43 25' -6" H 46 46 46 14 4'-10' 18'-2" G 42 42 42 20'-10" H 44 44 44 24' -11" 1 46 46 46 15 4'-6" 17'-6" H 42 42 42 20' -1" H 44 44 44 24'4" 1 1 47 47 47 TABLE 3.6 Double 16 GA 3x8 Steel C Beam LAD Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 G Attached single Freestanding of 34 Attached Singl Freestanding of G Attached Single Freestanding of 35 37 Span Structure Multispan Units 35 Span Structure Multispan Units 36 Span Structure Multispan Units GROUND TRIB MAX MAX 33 34 MAX POST LENGTH MAX H 34 MAX POST LENGTH 11 MAX 37 29' -5" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTS 8' I 12' ' 15' POST MIN FOOTS 8' I 1T I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) PAC IN PACIN POST SIZE CONSTRAINED FOOTER PACIN POST SIZE CONSTRAINED FOOTERSPACIN 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 34 ON S j (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 37 (FT) 6 -1" 20' -11" (in) (in) (in) (in) 35 35 (in) (in) (in) (in) H 36 (in) (in) (in) I (in) 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 5 T -1" 24'-9" G 33 33 34 36 26'-8" G 34 34 35 37 30'-4" H 35 35 35 36 5.5 6' -5" 23' -7" G 33 33 34 36 25-10" H 34 34 34 37 29' -5" H 36 36 36 36 6 5' -11" 22' -7" H 34 34 34 36 25' -1" H 35 35 35 36 28'-6" H 37 37 37 37 6.5 5' -5" 21' -9" H 34 34 34 35 24' -5" H 36 36 36 36 27' -9" 1 37 37 37 37 7 6 -1" 20' -11" H 35 35 35 35 23' -7" H 36 36 36 36 27' -1" 1 38 38 38 38 7.5 4' -9" 20' -2" H 35 35 35 35 22' -10" H 37 37 37 37 26-6" 1 39 39 39 39 8 4' -5" 19'4" H 36 36 36 36 22' -1" H 37 37 37 37 25' -11" 1 39 39 39 39 8.5 4' -2" 18' -11" H 36 36 36 36 21' -5" 1 37 37 37 37 25' -5" 1 40 40 40 40 9 T -11" 18'-4" H 36 36 36 36 20' -10" 1 38 38 38 38 24' -11" 1 40 40 40 40 9.5 T -9" 17' -9" H 37 37 37 37 20'4- 1 38 38 38 38 24' -6" J 41 41 41 41 10 3-6" 1 T4" H 37 37 37 37 19' -9" 1 38 38 38 38 24' -1" J 41 41 41 41 10.5 3-4" 16-10" H 37 37 37 37 19' -0" I 39 39 39 39 23'-8" J 42 42 42 42 11 1 3' -2" 16' -5" 1 1 37 37 1 37 1 37 18' -10" I 39 39 39 39 23' -3" J 42 42 42 42 11.5 S -1" 16' -0" I 38 1 38 38 38 18' -5" 1 39 39 39 1 39 22' -9" 1 K 1 42 1 42 1 42 1 42 IM MPH ERPUSUKE G or 170 MPH EXPOSURE B 20 5 T.1" 24' -9" G 34 34 35 37 26-8" G 35 35 36 38 30'4" H 37 37 37 37 5.5 6' -5" 23' -7" G 35 35 35 37 25 -10" H 36 36 36 38 29' -5" H 38 38 38 38 6 5' -11" 22' -7" H 36 36 36 37 25' -1" H 37 37 37 38 28'-6" H 38 38 38 38 6.5 5' -5" 21' -9" H 36 36 36 36 24'5" H 37 37 37 37 2T -9" 1 39 39 39 39 7 5' -1" 20' -11" H 36 36 36 36 23' -T' . H 38 38 38 38 27' -1" 1 40 40 40 40 7.5 4' -9" 20' -2" H 37 37 37 37 22' -10" H 38 38 38 38 26'-6" 1 40 40 40 40 8 4' -5" 19'-6" H 37 37 37 37 22' -1" H 39 39 39 39 25' -11" 1 41 41 41 41 8.5 4' -2" 18' -11" H 38 38 38 38 21' -5" 1 39 39 39 39 25' -5" 1 42 42 42 42 9 T -11" 18' -4" H 38 38 38 38 20' -10" 1 40 40 40 40 24' -11" 1 42 42 42 42 9.5 3'4" 1 T -9" H 38 38 38 38 20'-4" 1 40 40 40 40 24'-6" J 43 43 43 43 10 3-61 1 T -4" H 39 39 39 39 19-9" 1 40 40 40 40 24' -1" J 43 43 43 43 10.5 3' -4" 16-10" H 39 39 39 39 19-4" 1 41 41 41 41 23'4" J 44 44 44 44 11 T -2" 16-5" 1 39 39 39 39 1VAY' I 41 41 41 41 23' -3" J 44 44 44 4T 11.5 -1" T -1" 15 -0" I 39 39 39 39 18' -5" I 41 41 41 41 2T -9" K 44 44 44 44 170 MPH EXPOSURE C or 180 MPH EXPOSURE B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 22 of 106 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 3.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 36 Attached single ISpan Freestanding of Attached Singl Attached single Freestanding of 37 Attached Single Freestanding of 33 33' -6" Structure Multis an Units 38 Span Structure Multis an Units LIVE Span Structure Multis an Units GROUND TRIB MAX MAX 37 MAX POST LENGTH MAX POST LENGTH MAX 37 37 MAX POST LENGTH MAX 32'-6" F MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTER 8' 1 IT I 15' POST MIN FOOTER 8' I IT I 15' POST MIN FOOTER 8' I 12' ' 15' LOAD (FT) SPACING SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 38 ON SLAB (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d "d (FT) TYPE "d" V. "d" "d" n/a 7 (FT) 24' -9" F (in) I (in) (in) (in) 39 (in) (I n) (in) (in) (in) 39 39 (in) (in) (in) (in) )SURE C or 170 MPH EXPOSURE B 10 5 13' -7" 27' -8" F 36 36 36 Attached Singl 29'5" F 37 37 37 33 33' -6" F 38 38 38 32 LIVE 5.5 12'4" 26-10" F 37 37 37 MAX POST LENGTH 28' -7" F 37 37 37 33 32'-6" F 39 39 39 POST MIN 6 11'4" 26' 4" F 37 37 37 MIN 27' -9" F 38 38 38 33 31' -T' F 40 40 40 SIZE CONSTRAINED FOOTERSPACINC 6.5 10' -5" 264' F 38 38 38 (FT) 27' -0" F 39 39 39 "d" 30' -9" F 40 40 40 32 n/a 7 9'-8" 24' -9" F 39 39 39 (in) 26'4" F 39 39 39 32 30' -0" F 41 41 41 33 n/a 7.5 9' -1" 23' -11" F 39 39 39 31 25' -9" F 40 40 40 32 29' -3" G 42 42 42 33 8 8' -6" 23' -0" F 39 39 39 31 25' -3" F 41 41 41 32 28'-8" G 42 42 42 34 8.5 8' -0" 22' -3" F 40 40 40 31 24'-8" F 41 41 41 32 28' -1" G 43 43 43 34 9 7'-6" 21' -T' F 40 40 40 31 24' -3" G 42 42 42 33 2T -7" G 43 43 43 34 9.5 T -2" 20' -11" F 40 40 40 32 23' -10" G 42 42 42 33 27' -1" H 44 44 44 35 10 6' -9" 20'-4" F 41 41 41 32 23' -2" G 43 43 43 33 26' -T' H 45 45 45 35 10.5 F -5" 19' -9" F 41 41 41 32 11 22' -7" G 43 43 43 34 26' -2" H 45 45 45 36 11 6' -2" 19' -3" G 41 41 41 22' -0" G 43 43 43 25' -9" H 45 45 45 11.5 5' -11" 18'-9" G 42 42 42 21' -0" G 43 43 43 25' -5" H 46 46 46 12 5'-8" 18'-4" G 42 42 42 21' -0" G 44 44 44 25'-0" H 46 46 46 13 5' -2" 17' -0" G 42 42 42 20' -1" H 44 44 44 24'4" H 47 47 47 iw MPH EXPOSURt C or 180 MPH EXPOSURE B 10 5 13' -T 26'4" F 37 37 37 Attached Singl 30' -11" F 39 39 39 33 32' -1" F 39 39 39 32 LIVE 5.5 12'4" 25'-8" F 38 38 38 MAX POST LENGTH 29' -11" F 40 40 40 33 31' -1" F 40 40 40 POST MIN 6 11'4" 24' -11" F 38 38 38 MIN 29' -1" F 40 40 40 33 30' -3" F 41 41 41 SIZE CONSTRAINED FOOTERSPACINC 6.5 10' -5" 24' -0" F 39 39 39 (FT) 28'4" F 41 41 41 "d" 29' -5" F 42 42 42 32 n/a 7 91-8" 23' 4" F 39 39 39 (in) 27' -7" F 42 42 42 32 28'-8" F 42 42 42 33 n/a 7.5 9' -1" 22' -2" F 40 40 40 31 27' -0" F 42 42 42 32 28' -1" F 43 43 43 33 8 8' -0" 21'4" F 40 40 40 31 26' -5" G 43 43 43 32 2T -5" G 44 44 44 34 8.5 8' -0" 20'-8" F 41 41 41 31 25' -10" G 44 44 44 32 26' -11" G 44 44 44 34 9 7'-6" 20'-0" F 41 41 41 31 25' -5" G 44 44 44 33 26' -5" G 45 45 45 34 9.5 T -2" 19' -5" F 41 41 41 32 24' -11" G 45 45 45 33 25' -11" G 45 45 45 35 10 6'-9" 18' -10" F 41 41 41 32 24'-6" G 45 45 45 33 25' -6" G 46 46 46 35 10.5 6' -5" 18'4" F 42 42 42 32 11 24' -1" G 46 46 46 34 25' -1" H 46 46 46 36 11 6' -2" 1T -10" F 42 42 42 23' -9" H 46 46 46 24' -8" H 47 47 47 11.5 5' -11" 1 T4" F 42 42 42 23' -2" H 47 47 47 24'4" 1 H 1 47 1 47 1 47 (SURE C or 180 MPH EXPOSURES 10 5 13' -T' 25' -5" E 38 38 38 Attached Singl 2T -2" F 39 39 39 33 30' -10" F 40 40 40 32 LIVE 5.5 12'4" 24' -T' F 39 39 39 MAX POST LENGTH 26' -3" F 40 40 40 33 29' -11" F 41 41 41 POST MIN 6 11'4" 23' -5" F 39 39 39 MIN 25'-6" F 40 40 40 33 29' -0" F 42 42 42 SIZE CONSTRAINED FOOTERSPACINC 6.5 10' -5" 22' -5" F 40 40 40 (FT) 24' -10" F 41 41 41 "d" 28' -3" F 43 43 43 32 n/a 7 9'-8" 21'-6" F 40 40 40 (in) 24' -3" F 42 42 42 32 2T -7" F 44 44 44 33 n/a 7.5 9' -1" 20'-8" F 40 40 40 31 23'-6" F 42 42 42 32 26' -11" F 44 44 44 33 8 8'-6" 19' -11" F 41 41 41 31 22' -9" F 43 43 43 32 26'4" G 45 45 45 34 8.5 8' -0" 19' -3" F 41 41 41 31 22' -0" F 43 43 43 32 25' -10" G 45 45 45 34 9 T5" 18' -T' F 42 42 42 31 21'4" F 43 43 43 33 25'4" G 46 46 46 34 9.5 T -2' 1 &-a, F 42 42 42 32 20'$" F 44 44 44 33 24' -11" G 47 47 47 35 10 6' -9" 1T-6" F 42 42 42 32 20' -2" F 44 44 44 33 24'-6" G 47 47 47 35 10.5 6'5" 1T -0" F 42 42 42 32 11 19' -T' F 45 45 45 34 24' -1" G 48 48 48 36 11 6' -2" 16' -7" F 43 43 43 19' -1" F 45 45 45 23'-8" H 48 48 48 11.5 5' -11" 16' -1" F 43 43 43 18'-8" G 45 45 45 23'4" H 49 49 1 49 12 5'-8" 15' -9" F 43 43 43 18' -3" G 45 45 45 22' -11" 1 H 49 49 49 "ENERAL INSTRUCTIONS FOR I HESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 3.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.6 TABLE 3.6 Double 16 GA 3x8 Steel C Beam LA21 Double 14 GA 3x8 Steel C Beam LA21 Double 12 GA 3x8 Steel C Beam LA21 H Attached Single Freestanding of 31 Attached Singl Freestanding of H Attached Single Freestanding of 31 33 Span Structure Multis an Units 30 Span Structure Multis an Units 32 Span Structure Multis an Units GROUND TRIB MAX MAX 29 30 MAX POST LENGTH MAX I 30 MAX POST LENGTH MAX 1 33 25' -7" MAX POST LENGTH SNOW WIDTH POST POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' ( 12' I 16 LOAD (FT) SPACINqSPACINC 33 POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 30 ON 3LA (FT) TYPE "d" "d" d'. "d" I (FT) TYPE "d" Cr "d" "d" (FT) TYPE "d" "d" "d" -cr 32 n/a (FT) 3' -5" 18' -7" (in) (in) (in) (in) 30 30 (in) (in) (in) (in) 1 31 (in) I (in) (in) (in) I I j 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 30 5 4' -10" 21' -10" H 28 28 31 33 23' -3" H 29 29 31 33 26-5" 1 30 30 31 32 0' 5.5 4'4" 21' -1" H 29 29 30 32 22'-6" I 30 30 31 33 25' -7" I 31 31 31 32 T 6 4' -0" 20' -2" H 29 29 30 32 21' -10" I 30 30 31 33 24' -10" I 32 32 32 32 10.5' 6.5 3'-8" 19'-4" 1 30 30 30 32 21' -3" 1 31 31 31 32 24' -2" J 32 32 32 32 n/a 7 3' -5" 18' -7" 1 30 30 30 32 20' -9" 1 31 31 31 32 23' -7" J 33 33 33 33 n/a 7.5 T -2" 17' -11" 1 30 30 30 31 20'-4" 1 32 32 32 32 23' -1" J 33 33 33 33 8 T -0" 17'-4" 1 31 31 31 31 19' -10" J 32 32 32 32 22' -7" K 34 34 34 34 8.5 T -10" 16'4- 1 31 31 31 31 19' -3" J 32 32 32 32 22' -2" K 34 34 34 34 9 2'-8" 16' -3" 1 31 31 31 31 18'-8" J 33 33 33 33 21'4" K 34 34 34 34 9.5 2'-6" 15' -9" 1 32 32 32 32 18' -2" J 33 33 33 33 21'4" K 35 35 35 35 10 2' -5" 16-4" J 32 32 32 32 1 T-8" K 33 33 33 33 21' -0" K 35 35 35 35 10.5 1 2'4" 1 14' -10" I J 1 32 1 32 1 32 1 32 11 1 T -2" K 34 34 34 1 34 20-T' L 36 36 36 36 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 4' -10" 21' -10" H 32 32 33 35 23'4" H 32 32 34 36 26-5" 1 34 34 34 35 0' 5.5 4'4" 21' -1" H 32 32 33 35 22'-6" 1 33 33 33 35 25' -7" 1 34 34 34 35 T 6 4' -0" 20' -2" H 33 33 33 35 21' -10" 1 34 34 34 35 24' -10" 1 35 35 35 35 10.5' 6.5 3'-8" 19'4" 1 33 33 33 34 21' -3" 1 34 34 34 35 24' -2" J 36 36 36 36 n/a 7 T -5" 18' -7" 1 33 33 33 34 20'4" 1 35 35 35 35 23' -7" J 36 36 36 36 n/a 7.5 T -2" 1T -11" 1 34 34 34 34 20'4" 1 35 35 35 35 23' -1" J 37 37 37 37 8 3' -0" 17'4" 1 34 34 34 34 19' -10" J 36 36 36 36 22' -7" K 37 37 37 37 8.5 2' -10" 16' -9" 1 35 35 35 35 19' -3" J 36 36 36 36 22' -2" K 1 38 38 38 38 9 1 2'-8" 1 16-3" 1 1 35 1 35 1 35 1 35 11 18'-8" 1 J 1 36 1 36 1 36 36 21' -9" 1 K 38 1 38 38 38 OVER- HANG ---- TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) Detail 0.024 "x3 "x3" Post w/ Side lat FT 8' 9' 10' 11' 12' 13' 14' 15' 16' IT 18' 19 20' 21' 0' 4' 4.5' S 5.5' 6' 6.5' T 73 IT 8.5' 9' 9.6 10' 10.6 1' 4.5' 5' 5.5' 6' 65 T 7.5' IT 8.5' 9 95 10' 10.5' IT 2 6 5.5' 6' 6.5' T 7.5' 8' 83 9' 9.5' 10' 10.5' 11' 11.6 3' n/a Ma n/a n/a 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12 4' 1 n/a n/a n/a n/a n/a n/a n/a n/a 10' 10.6 IT 11.5' 12 12.6 5' n/a n/a n/a n1a n/a n/a n/a n/a n/a n/a n/a n/a 125 13' TABLE 3.3 Post Requirements for Attached Single Span Structures Post Description POST Code Detail 0.024 "x3 "x3" Post w/ Side lat f12' C LA22 Alum 0.032 "x3 "x3" Lockseam LA15 D LA15 Alum 0.040 "x3 "x3" Lockseam B E LA15 Alum 0.055 "x3 "x3" Fluted 8' F LA19 Alum 0.075 "x3 "x3" Square 10' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H LA15 Alum 0.120 "x3 "x3" Square 10' 1 LA20 Steel 0.043 "0"0" Lockseam 10' J LA15 Alum 0.120 "x4 "x4" Square 12' K I LA20 3/16 "x3 "x3" Steel Square 14' L rD 17 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.6 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POST TO UPGRADED. 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES 1-1 AND L2 ON SHEET MISC5 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9 -11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET MISC3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 23 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam @comcast.net TABLE 3.4 Post Requirements for k Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing POST Code Detal # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C LA15 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B LA15 Alum 0.120 "x3 "x3" Square d= 25" 8' D - LA20 Alum 0.120 "x3 "x3" Square' d= 27" 8' B LA20 Alum 0.120 "x4 "x4" Square d= 28" 8' 1 E LA20 3/16 "x3 "x3" Steel Square d= 29" 13' F LA17 Alum 0.120 "x4 "x4" Square d= 32" 10' E LA20 3/16 "x3 "x3" Steel Square d= 32" 10' G LA17 3/16 "x4 "x4" Steel Square d= 35" 14' 1 LA17 3/16 "x4 "x4" Steel Square d= 38" 10' J LA17 3/16 "x5 "x5" Steel Square d= 42" 14' K LA17 3/16 "x6 "x6" Steel Square d= 47" 15' 1 L LA 17 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 FEB 24 2014 ROLL FORMED OR LAMINATED SANDWICH PANEL FASCIA, ALUMINUM I BEAM OR OTHER STRUCTURAL HEADER MIN 3.5' CONCRETE SLAB REQUIRED FOR CONSTRAINED FOOTINGS CIRCULAR FOOTING DETAIL MU108 d CUBIC FOOTING DETAIL MU108 v WIDTH MUST BE AT LEAST d d ALL HEADERS MAY 100% OF PROJECTION FOR OVERHANG 25% OF SINGLE SPAN ATTACHED POST SPACING STRUCTURES WIDTH LEDGER BOARD 0.25' PER 12' MINIMUM SLOPE MU 2 ATTACHED SINGLE SPAN COVER MAY BE MULTISPAN SURFACE MOUNT OR EMBEDDED ATTACHMENT m ICC ESR 1953 (2012 IBC) 2/24/2014 MULTIPLE SPAN -' HEADERS ARE ALLOWED PATIO COVERS ARE LIMITED TO 12' HEIGHT COMMERCIAL COVERS AND CARPORTS ARE LIMITED TO 15' HEIGHT ROLL FORMED OR LAMINATED SANDWICH PANEL ALL PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN d ' `! CUBIC FOOTING DETAIL MU108 V d Cl FEB 24 2014 Page 24 of 106 SINGLE SPAN FREESTANDING UNIT I BEAM OR OTHER STRUCTURAL HEADER MULTISPAN FREESTANDING UNIT MU 3 POST CUBIC FOOTING DETAIL MU108 MU 4 MIN 3:5' CONCRETE SLAB REQUIRED FOR CONSTRAINED FOOTINGS Revisions Cheek By CMP Date Rename MUSA01a.DWG Scale page / METALS i�ail;tui� iFYcasis�cts r 3 V) 3z ~ J � O Ct � E awv Ulm Z,4—,=, Q¢ro z .a. PU-- fl m Ld E3 %0 Cl) > E3 If) J OL < Lr) FoJC� Ld c3 C3 XLnX:: Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drawn By CMP Cheek By CMP Date Rename MUSA01a.DWG Scale page / FREESTANDING SINGLE SPAN COVER rmo Olb WIDTH PANEL FASCIA OR BEAM PANEL /WALE CONNECTION BEAM HEADER /P ❑S CONNECTION CIRCULAR FOOTING DETAIL MU108 CUBIC F❑❑TING DETAIL MU108 DETAILS PANELS, MU05, MU06, MU08, MU11 -14, MU21 -26, MU33 -35, MU39 STRUCTURAL FASCIA, MU07, MU09 -10, MU15 -20, MU27 -32, MU36 -38 BEAMSt MU50, MU56 -MU65, MU76 -78, MU96, MU113, MU114, MU120 POSTS, MU49 -51, MU89 -98, MU100, WALL HANGERS; MU40 -48 SPLICES, MU52 -55, MU66 -76 CONNECTION DETAILS HEADER /POSTi MU99 -104, MU110 -115 POST /FOOTING OR SLAB, MU100, MU102, MU108 -109, MU116 PANEL /WALL: MU105, MU106, MU107 POSTS A. HEADER/POST 9 2b CONNECTION ATTACHED SINGLE SPAN COVER MAY BE MULTISPAN SURFACE MOUNT OR EMBEDDED ATTACHMENT ICC ESR 1953 (2012 IBC) 2/24/2014 FEB 24 2014 Page 25 of 106 SINGLE SPAN FREESTANDING UNIT MULTISPAN FREESTANDING UNIT 3b DETAIL MU108 HEADER/POST CONNECTI ❑N MU 04b Revisions Check By CMP Date Filename MUSA01b.DWG Seale Pop 0 METALS r 3 C,)_ ~ J U Q La a 00 o! � 0. Li LO X z�,= o Qz }o J Q z o :3W .I Pq t— Y cl) W 13 %0 v > C3 Ln J w QLnM:r, CO, J M Ld ca fuo7M2— Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drawn By CMP Check By CMP Date Filename MUSA01b.DWG Seale Pop 0 3,5" PANELS AND FASCIA SEE DETAIL MU13 12' 3.5' Mu OS 3.5'X12' AMBASSADOR PLUS PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL SEE DETAIL MU13 12' 3.5' oe 3.5 "X12' W PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL 3,0" PANELS AND FASCIA MU " 12' OLYMPIC FLAT PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL 6.5' RF FASCIA 3004H34 ALUMINUM SEE DETAIL MU13 12' T 1� MU 06 3.5'X12' VEE PANEL 3004H34 ALUMINUM fGG LtIALL MU1J SEE TABLE 4,19 -� 0.050 MU 16 2.5 5' RF GUTTER FASCIA 3004H34 ALUMINUM [CC ESR 1953 (2012 IBC) 2/24/2014 3' MU i Si 12 5.5 5,5' EXTRUDED GUTTER FASCIA 6063T6 7' SEE TABLE 4.19 MU 09 7' RF FASCIA 3004H34 ALUM (t= 0.040, 0,050 ") 8000 PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL 0.062 11 5.6' 0.070 MU S1 AMS ❑N GUTTER FASCIA 6063T6 ALUMINUM 3' #8 x1/2' SMS @ 3' ❑/C 12' MU 3'X12' W PANEL 13 3004H34 ALUMINUM 0.078 Revisions SEE TABLE 4.19 0,062 5.6 3.9 20 SAMSON 6063T6 FASCIA METALS building products M-u 3 "X12' RISER PANEL U4 3105 H14 ALUMINUM 7' RF FASCIA 3004H34 ALUM (t= 0.040" & 0.050 ") Page 26 of 106 SEE TABLE 4.19 Mu 19 STATE FASCIA 3004H34 ALUMINUM Carl Putnam, P,E, 3441 IVYLINK PLACE 5.5 LYNCHBURG, VA 24503 5.0 CARLPUTNAM @CDMCAST.NET [0.062 � 01.062 Drown By CMP 0 5.5' AND 5' Check ar CMP EXTRUDED me GUTTER FASCIA 6063T6 ALUM �tbno MUSA02.DWG scale NTS Poge � 5,370' SEE TABLE 4.19 = U U J A � l0 3,45' ESSip tSp1 STATE FASCIA L3 3004H34 ALUMINUM qZ> o U 8 Zv * 6 15 ocv) j a m^ w °o 1V�- �Q 9TF�FCAl1F��� 0110 �tn=� - -- „ -r,r, ,,,,, , FEB 24 2014 M-u 3 "X12' RISER PANEL U4 3105 H14 ALUMINUM 7' RF FASCIA 3004H34 ALUM (t= 0.040" & 0.050 ") Page 26 of 106 SEE TABLE 4.19 Mu 19 STATE FASCIA 3004H34 ALUMINUM Carl Putnam, P,E, 3441 IVYLINK PLACE 5.5 LYNCHBURG, VA 24503 5.0 CARLPUTNAM @CDMCAST.NET [0.062 � 01.062 Drown By CMP 0 5.5' AND 5' Check ar CMP EXTRUDED me GUTTER FASCIA 6063T6 ALUM �tbno MUSA02.DWG scale NTS Poge � 2.5" PANELS AND FASCIA SEE DETAIL MU13 2.5' 2l O 2,5'x8" FLAT PANEL 3004H34 24' z4 24' TRI STAR PANEL 3004H34 SEE TABLE 4.19 7' RF FASCIA 3004H34 ALUM (t= 0.040' & 0.050') TSEE DETAIL MU13 I -� c� MU 22 2.200 MU 2,5 "X6' FLAT PANEL 23 3004H34 ALUMINUM 24' PATTIP❑RT ;DETAIL MU13 SEE DETAIL MU13 2.5' 2.5' Mu 25 2,5 'X24' TRI VEE PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL CD ,,o 0.050 MU 29 Mu �-- 3.25 --� �Laj RF FASCIA 3004H34 ALUMINUM SEE DETAIL MU13 2- 6' —� 2'x6' FLAT PANEL ' ka3v 3004H34 ALUM 6 0.036' PANM 6' RF FASCIA 3004H34 ALUMINUM #14 SMS W/ PLASTIC ROOFING WASHER INTO HEADER SEE TABLE 4.29 FOR SPACING 4 0.060• �1; s 1.5 PCF FOAM 3',3.5',4'or6' � ��'. ���' � .: J 34 OPTIONAL FAN ALUM BEAM 6063T6 0.024' or 0.032' FULL LENGTH OF PANEL 3105H14 ALUMINUM ALUMINUM SANDWICH PANEL AS PER ICC ESR 222911 ICC ESR 1953 (2012 IBC) 2/24/2014 SEE TABLE 4.19 0.050 vi L30 5' RF FASCIA 3004H34 ALUMINUM 0.078 Mu f--- 3.8 --i 20SAMS ❑N GUTTER FASCIA 6063 T6 4 "x12' VEE PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL WTERN PANELS FASCIA Page 27 of 106 5.1 24'- SEE DETAIL 3004H34 OR ASTM A653 GRADE 40 STEEL 0 %0 r: I SEE DETAIL MU13 F Mu 2.5 26 2.5'X12" TWIN VEE PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL Mu f — 3.4 31 6' ALLMET EXTRUDED FASCIA 6063 T6 SEE TABLE 4.19 SEE TABLE 4.19 PANEL 4,5' EXTRUDED FASCIA 6061 T6 A-1--] 1 L 36 [-- 3.8 ---1 �— 3.7 --I 5" MAGNUM GUTTER 6' MAGNUM GUTTER 6' SMOOTH GUTTER 6063T6 ALUM 6063T6 ALUM 6063T6 ALUM 3' 39 v 3'X24" PANEL 3004H34 ALUMINUM ASTM A -653 GRADE 40 STEEL #8 SMS 23' Revisions METALS b +tila:Img jl !-'iucis 3 ~ J U Q H Q C] � tl W "t Z U q Z >- o J ¢ Z o -w V �W . I W H Y M W 0 0 0 > Lf-) J _ ,< in WC313� �U7 Sv Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM@COMCAST,NET Drawn By CMP Cheek By CMP Date Filename MUSA03,DWG Scale NTS Page j 4" HANGERS 6063T6 ALUM 3 0.274 0,274 74 1.000 0.055 0.250 0.976 3,101 \3. 100 0.062 MU —L -'� 1.702 1-- 41 �- -- -F 1.000 3" HANGERS 6063T6 ALUM 3,000 0.075 MU 49 0.075 "x3 "x3" POST 6063T6 ALUM 0.0620 MU 50 4.000 3.000 0.120' 0.062 MU 51 4 "x4" POST 6063T6 ALUM 0,062 "x3 "x3" MAGNUM POST 6063T6 ALUM FASCIA SPLICES MUST BE WITHIN 12' OF A POST E EE DETAIL MU55 L -- sz 5,5' EXTRUDED GUTTER SPLICE 6063 T6 ALUMINUM ICC ESR 1953 (2012 IBC) 2/24/2014 MU V5- EXTRUDED GUTTER SPLICE 6063 T6 ALUMINUM HANGERS (ALUM. 6063 T -6) 0,0500 54 5' ROLL FORMED GUTTER SPLICE 3004 H34 ALUMINUM 1.625' 0,050' 4.24' 0.062' 0,050 1 0.5' MU 1.375' �-- 43 3 -1/2' 'J' RAIL SEE TABLE 7.5 FOR TYPE AND SPACING 7\ OF FASTENERS I panel height � 040- "6/ 'C" HANGER MU Q 1-+--' --II M 1' MIN O O O Page 28 of 106 12' 1.625' 0.75' 0.062' 3.062' 3,74' REF 2.5' 3,062' 3.74' REF L �-- 0.5' I 0.5' 1.5' MU 1.5' 45 44 3' 'J' RAIL 3' AND 2.5" 'G' HANGER RAIL PR ❑FILES 0.75' 0.0050' 3.562' --1 1,062' � -0,5' 1,50' - 4u 3 -1/2' 'G' RAIL ALUM, ALLOY 6063 —T6 1,625' 1,062' 2.062' 48 2' 'J' RAIL I 1' MIN SCREW PATTERNS o o FOR ALL FASCIA SPLICES. ALL FASCIA tva SMS SPLICES MUST BE WITHIN N12 12' OF A POST O O O O FEB 24 2014 ( Revisions 1 METALS (n U J = U ¢ A� � O 0 W L3 �i � Z ~ o J¢Zo W I PUF -Y('7 W O �10 (4 > O to J Q� ,. pJ (( F- r) Wo0iO M: U") 2 v Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @C❑MCAST.NET Drawn By CMP Cheek By CMP Date Filename MUSA04.DWG scale NTS Page MU 42 0.062' 0.274 1.000 5,040 0,274 1,06' 0.187' .577 + 0.375'4 0.250-1 0.5'4 0.055 0.062 4.100 4.060 L \1 MU 40 1.705 �.-- f---� 1.000 4" HANGERS 6063T6 ALUM 3 0.274 0,274 74 1.000 0.055 0.250 0.976 3,101 \3. 100 0.062 MU —L -'� 1.702 1-- 41 �- -- -F 1.000 3" HANGERS 6063T6 ALUM 3,000 0.075 MU 49 0.075 "x3 "x3" POST 6063T6 ALUM 0.0620 MU 50 4.000 3.000 0.120' 0.062 MU 51 4 "x4" POST 6063T6 ALUM 0,062 "x3 "x3" MAGNUM POST 6063T6 ALUM FASCIA SPLICES MUST BE WITHIN 12' OF A POST E EE DETAIL MU55 L -- sz 5,5' EXTRUDED GUTTER SPLICE 6063 T6 ALUMINUM ICC ESR 1953 (2012 IBC) 2/24/2014 MU V5- EXTRUDED GUTTER SPLICE 6063 T6 ALUMINUM HANGERS (ALUM. 6063 T -6) 0,0500 54 5' ROLL FORMED GUTTER SPLICE 3004 H34 ALUMINUM 1.625' 0,050' 4.24' 0.062' 0,050 1 0.5' MU 1.375' �-- 43 3 -1/2' 'J' RAIL SEE TABLE 7.5 FOR TYPE AND SPACING 7\ OF FASTENERS I panel height � 040- "6/ 'C" HANGER MU Q 1-+--' --II M 1' MIN O O O Page 28 of 106 12' 1.625' 0.75' 0.062' 3.062' 3,74' REF 2.5' 3,062' 3.74' REF L �-- 0.5' I 0.5' 1.5' MU 1.5' 45 44 3' 'J' RAIL 3' AND 2.5" 'G' HANGER RAIL PR ❑FILES 0.75' 0.0050' 3.562' --1 1,062' � -0,5' 1,50' - 4u 3 -1/2' 'G' RAIL ALUM, ALLOY 6063 —T6 1,625' 1,062' 2.062' 48 2' 'J' RAIL I 1' MIN SCREW PATTERNS o o FOR ALL FASCIA SPLICES. ALL FASCIA tva SMS SPLICES MUST BE WITHIN N12 12' OF A POST O O O O FEB 24 2014 ( Revisions 1 METALS (n U J = U ¢ A� � O 0 W L3 �i � Z ~ o J¢Zo W I PUF -Y('7 W O �10 (4 > O to J Q� ,. pJ (( F- r) Wo0iO M: U") 2 v Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @C❑MCAST.NET Drawn By CMP Cheek By CMP Date Filename MUSA04.DWG scale NTS Page C 0 0.080 c v MU 4'x3' I BEAM 56 6061 T6 ALUM in .000 ---i 0,062 N 0 0 0,080 uri MU 5'x3' I BEAM \,5Y6061 T6 ALUM 5,860 0,170 Mu 10'x5,86' I BEAM 62 6061 T6 ALUM 10.000 0.140 --i 0.090 0.600 6,040 -I 3/8' BOI 0.110 r-- limul 1-4.000- MU 7'x4' I BEAM 58 6061 T6 ALUM Mu 7' I BEAM 63 6061 T6 ALUM u.uyu 7.000 0.320 0,320 0,110 THREE 1114 SMS __Ip== 0.170 0,200 0 0 0.100 1.000 i 5.500 Mu 7'x5,5' I BEAM 59 6061 T6 ALUM MU 5' I BEAM 64 6061 T6 ALUM [--- 3.930 ---1 r THREE #14 SMS REQUIRED FOR LATERALLY BRACED SPANS - REQUIRED F ❑R REVERSED SPLICE LATERALLY BRACED DETAIL MU75 SPANS 6' LONG @72' O/C REVERSED SPLICE DETAIL MU74 6' LONG @80' ❑/C 0.140 10.000 THREE #14 SMS •0.100 10'x5.5' I BEAM 6061 T6 ALUM 60 1,000 F 5.500 --� 0.180 0.100 �Lt 0,100 5.000 0.090 -t- 0.100 0.090 4.110 --� 0.410 (-1 MIN 2. V MIN 3/8' BOLTS <8 PLCS) I 3/8' BOLTS ®``PLACEMENT FOR 7' AND I 10' I BEAMS I 67 r\ c 0 C? I (: c (: C? 3/8' BOLTS <8 PLCS) I ® PLACEMENT FOR 3.5' ® 1 AND 5' I BEAMS I 1' MIN J 20' FOR 3.5' I BEAM 24' FOR 5' I BEAM 36' FOR 7' I BEAMS 47' FOR 10' I BEAMS FULL STRENGTH SPLICES I SPLICE 161 T6 ALUM ICC ESR 1953 (2012 IBC) 2/24/2014 FEB 24 2014 4.7 Mu 3.5' I BEAM 65 6061 T6 ALUM �-- 3,000 � 1 T�-: 1.040 3,500 0.0841 011681 --[ -- 0.200 -0.160 MU 68 1.290- 1 --- -j 5' C SPLICE 6061T6 6.690 0.120 --� 2.250 �-- 74 7' C SPLICE 6061T6 Page 29 of 106 THREE #14 SMS -3.286-1 0.085 0.105 0.070 5.689 0.085 1.513 MU SAMSON BEAM 61 6063T6 3/8' BOLT 8 PLCS Mu 3.5' I SPLICE 66 6061 T6 ALUM 0.3500 3/8' BOLT T 8 PLCS 0,100 3.137 0.150 I---, i 1,350 Mu Mu 5 "x3" I SPLICE 70 6061 T6 ALUM 3.5' C SPLICE 69 6061T6 0.760 F 9.560 3/8' BO[ 0.165 8 PL( MU 75 --I 2.150 [- 10" C SPLICE FOR 10" I BEAM 6061T6 Revisions METALS 3 cn = U J U Q A� p p Qw� LD A Z >- o J¢Zo �w I Pg l- Y cy) wo� � -i > Q' 2 W o O � XInz., Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drown By CMP Cheek By CMP Date Rename MUSA05.DWG scale NTS Page i 0.125 T 0 0 0 0 0 0 0 r. CD° o o r limul 1-4.000- MU 7'x4' I BEAM 58 6061 T6 ALUM Mu 7' I BEAM 63 6061 T6 ALUM u.uyu 7.000 0.320 0,320 0,110 THREE 1114 SMS __Ip== 0.170 0,200 0 0 0.100 1.000 i 5.500 Mu 7'x5,5' I BEAM 59 6061 T6 ALUM MU 5' I BEAM 64 6061 T6 ALUM [--- 3.930 ---1 r THREE #14 SMS REQUIRED FOR LATERALLY BRACED SPANS - REQUIRED F ❑R REVERSED SPLICE LATERALLY BRACED DETAIL MU75 SPANS 6' LONG @72' O/C REVERSED SPLICE DETAIL MU74 6' LONG @80' ❑/C 0.140 10.000 THREE #14 SMS •0.100 10'x5.5' I BEAM 6061 T6 ALUM 60 1,000 F 5.500 --� 0.180 0.100 �Lt 0,100 5.000 0.090 -t- 0.100 0.090 4.110 --� 0.410 (-1 MIN 2. V MIN 3/8' BOLTS <8 PLCS) I 3/8' BOLTS ®``PLACEMENT FOR 7' AND I 10' I BEAMS I 67 r\ c 0 C? I (: c (: C? 3/8' BOLTS <8 PLCS) I ® PLACEMENT FOR 3.5' ® 1 AND 5' I BEAMS I 1' MIN J 20' FOR 3.5' I BEAM 24' FOR 5' I BEAM 36' FOR 7' I BEAMS 47' FOR 10' I BEAMS FULL STRENGTH SPLICES I SPLICE 161 T6 ALUM ICC ESR 1953 (2012 IBC) 2/24/2014 FEB 24 2014 4.7 Mu 3.5' I BEAM 65 6061 T6 ALUM �-- 3,000 � 1 T�-: 1.040 3,500 0.0841 011681 --[ -- 0.200 -0.160 MU 68 1.290- 1 --- -j 5' C SPLICE 6061T6 6.690 0.120 --� 2.250 �-- 74 7' C SPLICE 6061T6 Page 29 of 106 THREE #14 SMS -3.286-1 0.085 0.105 0.070 5.689 0.085 1.513 MU SAMSON BEAM 61 6063T6 3/8' BOLT 8 PLCS Mu 3.5' I SPLICE 66 6061 T6 ALUM 0.3500 3/8' BOLT T 8 PLCS 0,100 3.137 0.150 I---, i 1,350 Mu Mu 5 "x3" I SPLICE 70 6061 T6 ALUM 3.5' C SPLICE 69 6061T6 0.760 F 9.560 3/8' BO[ 0.165 8 PL( MU 75 --I 2.150 [- 10" C SPLICE FOR 10" I BEAM 6061T6 Revisions METALS 3 cn = U J U Q A� p p Qw� LD A Z >- o J¢Zo �w I Pg l- Y cy) wo� � -i > Q' 2 W o O � XInz., Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drown By CMP Cheek By CMP Date Rename MUSA05.DWG scale NTS Page i MU 76 2' 0.042'x3'X8' HEADER /RAFTER 3004 H34 --I 1.500 f — 0.060 0,090 8.250 0.024' 0.032' 0.040' 2'X6 112' HEADER Mu 3004 H34 77 MU BRACKETS FOR 1.5' SO TWIN POSTS 81 6063 T6 ALUMINUM 2.702 0.090 n fU MU 'U' BRACKET 84 FOR 3' SQUARE POSTS 6063 T6 ALUMINUM .028' R0.1400 0 0.032' ALUM C3 .040' ALUM M 0.043' STEEL M Mu 3' LOCKSEAM POST 89 A -653 GRADE 40 STEEL 3004 H34 ALUMINUM 3/16' or 1/4' 3', 4' OR 5' Mu ', 4' OR 5' ASTM A500 93 GRADE A STEEL POSTS SEE GEN NOTE #13 FOR C❑RRSOSI ❑N PROTECTI ❑N ICC ESR 1953 (2012 IBC) 2/24/2014 �-- 2.308 —{ [- 2.375 -- 0.090 MU 'U' BRACKET 85 FOR CLOVERLEAF 6063 T6 ALUMINUM 0.032 °o N MU 1.5' SO TWIN POST \,2V3004 H34 ALUMINUM 0.095' MU 94 3, 0.095' X3'0 ASTM A500 GRADE A STEEL POST SEE GEN NOTE #13 FOR C ❑RR❑SI ❑N PR❑TECTI ❑N 7.875 0.059' (16 GA) 0.070' (14 GA) 0.105' (12 GA) MUST BE ENCLOSED IN MU76 OR LATERALLY BRACED 0.773 [--2.500--1 1 MU STEEL C BEAM ASTM 78 A653 GRADE 50 15.683 -1 C in ALUM BRACKET 82 FOR 3' SQUARE POSTS 6063T6 0.090 ALL BRACKET DIMENSI ❑NS EXCEPT THICKNESS ARE APPROXIMATE ' ❑STS 3.5'X3' 0.062 L. J 0 0 Tai MU 1.5' SO TWIN POST 91 6063T6 ALUMINUM 5,683 O O O 2.3750 `O 0.090 Ln T— STANDARD BRACKET 79 FOR CLOVERLEAF POSTS 6063 T6 ALUMINUM FOUR HOLES FOR 0.300 1/4' BOLTS 0.135 MU 86 TWO HOLES FOR 3/8' BOLTS I BEAM POST BRACKET ALUM 6063 -T6 MU FLUTED 95 ALUMINUM POST 6061 T6 f- - 3.000 --1 E MU 96 SQUARE POSTS ALUM 6063 -T6 t= 0.120' Page 30 of 106 5.683 i O O ri 0 0.125 °D n MU Q nr eo HEAVY DUTY BRACKET 1- 3.000 -- FOR CLOVERLEAF POSTS Fy = 36 KSI ASTM A123 G75 i ----- 5.683 -1 li 0 N n cu 0.090 Ll MU STANDARD BRACKET 83 FOR 3' SQUARE POSTS 6063 T6 ALUMINUM FEB 24 2014 I— 0.125 00 N OD O MU 0.188 ' 5.875 87 N ��-- 5.875' or 6.875' -� ALUM HEAVY DUTY BRACKET (6063T6) FOR 3' AND 4' SQUARE POSTS #14 SMS @ 24 ❑/C TYPICA SEE MUll 0.024'X2'X6 ALUM SIDEPLA 97 3'x3' ALUM POST t= 0.024' 3004 H34 MU 0.125' ALUM 'H' 88 BRACKET 6063 -T6 98 3' POST WITH SIDEPLATES X3' '❑ST ( Revisions 1 METALS buiidin pr. du, is r 3 v� _ U J U Q H A � 130 0_� W LDEti Z� "o A Z Z o0 "W � :D W PA H I Y('7 w0�10 0 >01n J w �. ~O -J('') W o 0 `p fln2�. Cart Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drawn By CMP OMCk By CMP Date Fitcma MUSA06.DWG Seob NTS Faye / SEE TABLE 4,20 3.287 RF OR EXTRUDED FASCIA SEE TABLE 4.20 .0105 I EIGHT #14 SMS OR w THREE J' BOLTS W/ I' WASHERS MAX WIND LOAD IS 115 MPH i � m EXPOSURE B ROOF PAN u, o �n LO o 0.070 Lu 1.5' + TWO 3/8' BOLTS iV? MAX HEIGHT 8' W/ 1' STEEL WASHER + MAXIMUM FOOTING 3.062 EIGHT #14 SMS /SDS EIGHT #8 SMS I BEAM SIZE FOR THIS 0,032'X1.5'X1.5' OR DETAIL IS d =34' 3' ALUM <t= 0.040' 0.060'X1,5'X1.5' MINIMUM) OR STEEL ALUM TWIN POST POST 1.5" 6' ❑ R 9" EIGHT #14 SMS Mu SAMSON BEAM 99 (ALUM. 6063 -T6) A n m/ n J' OR J'O GALVANIZED OR DETAIL MU81 MU STAINLESS STEEL ANCHOR (ICC 100 ESR 1917) W/ 2' EMBED AND V WASHER OR EQUIVALENT (06225' FASCIA OR 4' I BEAM EIGHT #8 SMS 2'. 5' YP. POST CONNECTIONS AND SCROLL POST DETAIL - - SINGLE SPAN ATTACHED UNITS ONLY TWO 3/8' BOLTS W/ MAXIMUM FOOTING SIZE IS d =24' 1' STEEL WASHER OR EIGHT #14 SMS 3' POST EIGHT #14 SMS OR SDS FOR d =25' TOP OR BOTTOM CONNECTION MU 0 0 ALUMINUM BRACKET DETAIL MU82 OR 'U' BRACKET MU84 J' STAINLESS OR J'0 GALVANIZED STEEL ANCHOR (ICC ESR 1917) W/ 2' EMBED AND V WASHER FOR FOOTINGS UP TO 25' ATTACHMENT TO 4' CONCRETE SLAB FOR 10 PSF LIVE LOADS TWO ANCHORS FOR UP TO 140 MPH EXP B OR 120 MPH EXP C FOR 20 PSF LIVE LOADS AND HIGHER TWO ANCHORS FOR WINDS UP TO 140 MPH EXP C CONNECTION OF 3' POSTS TO FASCIA OR 4' I BEAM AND SLAB /FOOTING SINGLE SPAN ATTACHED UNITS ONLY ICC ESR 1953 (2012 IBC) 2124/2014 TABLE 4.19 OR 4.20 HEAVY DUTY BRACKET--- " ALUM OR STEEL Mu ALUM, ALLOY 6061 T -6 101 I -BEAM WITH BRACKET FOUR 1/4' BOLTS w/ 0.050'X5/8' STEEL WASHERS 3.5'X3' I BEAM BRACKET FOUR 3/8' BOLTS � 0.040'x3'x3' L❑CKSEAI / DETAIL MU89 / MAX F❑❑TING SIZE Mu d =32' 103 Page 31 of 106 SEE TABLE 4.20 STEEL POST OR t= 0.120" 6063T6 ALUMINUM POST SEVEN J' BOLTS FOR 10' I BEAM d/ FULL SPLICES =IVE J' BOLTS FOR 7'X5.5' I BEAM W/ FULL SPLICES -OUR 1/2' BOLTS FOR 10' I BEAMS %LL OTHER I BEAMS USE -OUR 3 /8'B❑LTS 04 I -BEAM CONNECTION FEB 24 2014 STEEL POST DETAIL MU93 ALUM POST DETAIL MU50 OR MU96 Revisions METALS ttuiiilint �rxn.lucr; r 3 ~ J U Q H 00 O_ w"t L�� -- C) J Q Z o — 10� V- Z) W 1 PaHY('7 wow to > O u7 J ll� F– pJcy) W 7: L0 -r Carl Putnam, P.E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drawn By CMP Check By CMP Date 1911 MUSA07.DWG scale NTS Page 1> CONCRETE ❑R MASONRY ANCHOR 1/4' LAG SCREW #10 SCREW E TAB SEE L SEE ❑R LE 0 STR UCTURAL PANEL SEE GENERAL NOTE #21 SEE TABLE 7,5 FOR FASTENER SPACING STUD, CONCRETE OR MASONRY WALL 'C', 'J' OR 'G' TYPE ALUM HANGERS MIN WALL 't' 6063 T6 t= 0,060' 3004 H34 t= 0.040' 1/4' LAG #14 SCREW SCREW W/ SEE TABLE 7, STRUCTURAL 2,25' EMBED PANEL MU l05 LEDGER AND WALL ATTACHMENT MIN 3.5' CONCRETE SLAB FOR CONSTRAINED F❑❑TINGS SEE SHEET M8 IN �a� PING DF WOOD FRAMED WALL 3.5' MIN 2,25' min Seal with permanently flexible & waterproof sealant CONTINUOUS 2'x6' DF LEDGER BOARD OR PROVIDE SIMPSON STRONG TIE MSTA36 (ICC ESR 2105) AT SPLICE LOCATION COVER W/ 0.019' ALUM ATTACH COVER AS PER MU105 1/4' Lag Screw PER TABLE 7,7 V MIN Completely seal with permanently flexible & water- proof sealant ALL WOOD WALL ATTACHMENT DETAILS MUST CONFORM TO GENERAL NOTE #21 FOR WEATHER PROTECTION ROOF COVERING IS A MAXIMUM OF 3 PSF HEAVIER ROOF COVERING SHALL REQUIRE ADDITIONAL ENGINEERING ANALYSIS Existing 2x wood framing rein. 24" O.C. D,F, Larch, U Synthetic Stucco or SHEATHIN other non - structural covering (1' max, thick) TABLE 7.7 SPECIFIES THE ALLOWABLE Continuous 2 'X DISTANCE TO FIRST ROW OF POSTS f ascia board MU STUCCO ATTACHMENT DETAIL l06 WITH LEDGER BOARD ATTACH WALL HANGER PER DETAIL MU105- SEE GENERAL NOTE #21 ALUM W/ t = 0.120' OR STEEL POST WITH 12' EMBED FOR F❑❑TINGS UP TO d =39' OR 18' EMBED FOR FOOTINGS UP TO 61=48' 12" OR 18" ONE 3/8" x 9" STEEL RODS (REBAR OR THREADED) OR BOLTS CENTERED ON POST 08 FREESTANDING OR ATTACHED POURED FOOTING ICC ESR 1953 (2012 IBC) 2/24/2014 FEB 24 2014 #14 SMS DETAIL MU87 SEE TABLE 7,3 � 4" r ❑R MU80 FOR QTY / -1•m 20 GA ASTM A653 GRADE 33 STEEL BRACKET SIMPS❑N STRONG TIE 6;P OR SIMILAR\ FOUR #8 WOOD SCREWS INTO RAFTER AND 2X FASCIA 2X DF WOOD ONE PER RAFTER MU FA CIA I I 107 "Lu EAVE ❑ST OVERHANG ONE BOLT DIAM. (M N) STAINLESS STEEL 3V..0 W/ 2" EFFECTIVE EMBEDMENT HILTI KWIK ' BOLT TZ (ICC ESR 1917) MAX FOOTING SIZE IS d = 34' C1 to v SINGLE SPAN ATTACHED FOOTING Page 32 of 106 Live/Snow Load RAFTER IMAX DISTANCE TO FIRST ROW OF POSTS "L" EAVE OVERHANG Solid Cover Wind SIZE 24" O/C 6" 12" 18" 24" 30" 10 psf 2x4 18' -0' 18' -0' 12' -0" T -1" 3' -8" 115 MPH EXP B 2x6 18' -0' 18' -0' 18' -0' 1 18' -0' 1T -1" 2x8 18' -0' 18' -0' 164 18' -0' 18' -0' 10 psf 2x4 17' -0' 17' -0' 12' -0" T-1" 3' -8" 115 MPH EXP C 2x6 1T -0' 17' -0' 1T -0' 17' -0' 17' -0' 2x8 IT-01 17' -0' 17' -0' 17' -0' 17' -0' 10 psf 2x4 16' -0' 16' -0' 12' -0" T -1" 3' -8" 140 MPH EXP C 2x6 16' -0' 16-0' 16' -0' 16' -0' 16-0' 2x8 16' -0' 16' -0' 16' -0' 164 16' -0' 20 psf 2x4 16' -0' 10' -3" 5' -10" 3'4" 1' -8" 140 MPH EXP C 2x6 16' -0' 16-0' 16' -0' 11' -9" 8'4" 2x8 16' -0' 16-0' 16' -0' 16' -0' 16' -0' 25 psf 2x4 16' -0' 11' -3" 6'-4" 3' -8" 1' -9" 140 MPH EXP C 2x6 16-0' 16' -0' 16-0' 12' -10" 9' -1" 2x8 1 16' -0' 16-0' 1 16-0' 16' -0' 16-0' 30 psf 2x4 15' -0' 9-2" 5' -1" 2' -8" 1' -0" 140 MPH EXP C 2x6 15' -0' 164 15' -0' 10'4" 7' -1" 2x8 15' -0' 15' -0' 15' -0' 15'-0' 1 14' -8" 40 psf 2x4 14' -0' 6' -7" 3' -4" T -4" a -0" 2x6 14' -0' 14' -0' 11' -0" T -2" 4' -7" 2x8 14' -0' 14' -0' 14'4 14' -0' 10' -3" 60 psf 2x4 9' -10" 4' -0" 1' -7" 0' -2" 0' -0" 2x6 12' -0' -8 11'" 6' -9" 4'-0" 2' -1" 2x8 12' -0' 12' -0' 12' -0' 8' -8" 5' -10" ( Revisions 1 METALS I'mildinj; jna duct r 3 (n = U J U Q H A� 00 Q_w� LD M:r, zN -•o _j C) I- D LLJ I CIO) W0UU7 J C✓ vo ,. ~C:)_j M wooko _Lr) =. Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST,NET Drawn By CMP Check By CMP Date Filename MUSA08.DWG Sock NTS Page i 3"x8" BEAM 0.032 "x3"x3" POST MU 112 3X8 STEEL C HEADER ALUM W /t= 0.120 ", OR STEEL POST ICC ESR 1953 (2012 IBC) 2124/2014 14 SM SCREWS (8 PLCS) #14 SM SCREWS (8 PLCS) TYP SPACING = 24" 0/C MAX FOOTING IS d =27" or 115 mph Exp B SLAB 2 "X6.5" SIDEPLATE J" BOLTS OR OR #14 SMS qPP TEXT FOR QTY DOUBLE 2 "X6.5" OR DOUBLE 3 "X8" HEADER SLAB ATTACH MAXIMUM WIND CONDITION = 160 MPH EXP B 140 MPH EXP C EIGHT #14 SMS REQUIRED #14x1 /2" SMS 5 EACH SIDE WHEN ATTACHING TO FOOTING 0.043" STEEL POST OR STRONGER MU 113 I I I DOUBLE OR SINGLE 3 "X8" STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON— SPLICE ATTACHMENT SINGLE 14 AND 16 GAUGE HEADERS USE FOUR J" BOLTS MIN FOOTING REQUIREMENTS USE 4 BOLTS /SCREWS FOR FOOTINGS UP TO d =33' USE 6 BOLTS /SCREWS FOR FOOTINGS UP TO d =38' USE 8 BOLTS /SCREWS FOR F❑❑TINGS UP TO d =42' USE 10 BOLTS /SCREWS FOR F❑❑TINGS UP TO d =45' USE 12 BOLTS /SCREWS FOR F❑❑TINGS UP TO d =48' USE 14 BOLTS /SCREWS FOR FOOTINGS UP TO d =50' FEB 24 2014 ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR J" BOLTS / ALL C BEAMS USING THREE TIMES THE "ON SLAB" SPACING REQUIRE SIX J" BOLTS M t= 0.120" ALL C BEAMS USING FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT 4" BOLTS OR STEEL POST #14x3/4" SHEET METAL OR SELF DRILLING SCREWS SEE TABLE FOR QUANTITY 0 OF W SMS or SOS \ z 4 s s 10 \> Cubic Footer Size °d" in 21 26 30 33 35 *`�DETAIL MU80 OR MU82 �SE EIGHT #14 SMS OR SDS MU MAX FOOTING SIZE d =35" 115 3" POST SEE TABLE 7.3 FOR NUMBER OF FASTENERS #14 SMS USE COLUMN A %" BOLTS USE COLUMN B 116 MU — Detail MU82 or MU84 POST ATTACHMENT DETAIL TO SLAB OR FOOTING SINGLE SPAN ATTACHED UNITS ONLY TWO STAINLESS STEEL 8' OR GALVANIZED �' HILTI KWIK BOLT TZ (ICC ESR 1917) W/ 2' EMBEDMENT W/ 3/4'0 WASHERS FOR F❑❑TINGS UP TO d = 26' ATTACHMENT TO 4' CONCRETE SLAB FOR 10 PSF LIVE LOADS TWO ANCHORS UP TO 130 MPH EXP B OR 120 MPH EXP C FOR 20 PSF LIVE LOADS AND HIGHER TWO F�fal9lJRT;6F ❑R WINDS UP TO UP TO 140 MPH EXP C Revisions Cheek By CMP Date L le Page j METALS building p (xduf.-1, V) U Q 00 o:2 ;: Q� w r\ Qz 0 Ljo m U) > o a LO m W 00 Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTN AM ®COM CAST. NET Drawn By CMP Cheek By CMP Date �Fik nam e MUSA09.DWG le Page DOUBLE ALUMINUM 3 "X8" OR 2 "X6.5" HEADER STEEL OR ALUMINUM POST N ❑N STRUCTURAL FIBERGLASS OR ALUMINUM POST STRUCTURAL PANEL DOUBLE ALUM 3 "X8" OR 2 "X6,5" HDR 3 "X3" STEED OR ALUM POST NON STRUCTURAL FIBERGLASS OR ALUMINUM POST ATTACH AS PER DETAIL MU113 FIBERGLASS OR ALUMINUM POST COLLAR FIBERGLASS OR ALUMINUM POST HEADER ATTACHMENT Q MU 16 FIBERGLASS OR ALUMINUM ALUMINUM OR DECORATIVE STEEL POST POST COVER FIBERGLASS ❑R 1.5 "X1,5" METAL L ALUMINUM POST COLLAR ANGLE BRACKET SLAB OR (TYP) F❑❑TING 3/8"X3/4" BOLT FIBERGLASS POST SLAB < . 'ti' CONCRETE ...4 :. .: ,,' ANCHOR OR FOOTING ATTACHMENT e e G 4-- a a' a. a. e 17 •� ,�'. NOTES: 1. FIBERGLASS /ALUMINUM DECORATIVE POST COVER IS NON -LOAD BEARING 2. ATTACHMENT IS TO HOLD VERSUS MINOR LATERAL FORCES 3. USE MULTIPLE BRACKETS AS NEEDED. #14 SMS OR SDS W/ C- CHANNELW /(3) # 14 SEALING WASHER S.M.S. TO EACH SIDE, SEE ICC ESR 2229 1/8 "0 ALUMINUM AND /OR DETAIL MU34 #8 S.M.S. POP RIVETS FOR SPACING -\ @ 6' 0. C, @12" ❑/C FOAM CORE ROOF PANEL FOAM CORE HEADER BEAM PANEL °° HEADER 2 "x 6 112" BEAM ATTACHMENT (NON- STRUCTURAL) ROLLF❑RMED M9 FASCIA (NON- STRUCTURAL) [CC ESR 1953 (2012 IBC) 2124/2014 Page 34 of 106 FEB 24 2014 MU SINGLE OR DOUBLE HEADERS 20 ��C' T ^D'_E 4.19 ❑R 4,20 STEEL L❑CKSEAM DETAIL MU89 0.120'X3'X3' ALUM DETAIL MU96 0.120''X4'X4' ALUM DETAIL MU50 (4) #14 SMS PER HEADER SINGLE 4X4 REQUIRES (6) #14'S SAME AS HEADERS OR STRONGER Revisions CMP Cheek By CMP Date Rename MUSA10,dwg Seale NTS METALS 3 ~ J U A� 00 CD _j < wow J � f— JM p woO�1O Xv)=. Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drawn By CMP Cheek By CMP Date Rename MUSA10,dwg Seale NTS Page } SOLID COVERS 4.0: 3.5" PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE: 3.5 "x12" W Panels (Single Span) Detail MU05 and MU08 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psfl (in) 110 115 140 110 115 120 130 140 150 10 0.020 12' -3" 11' -11" 10' -6" 11' -0" 10' -9" 10' -6" 8' -7" 8' -0" T -3" LIVE 0.02413' -10" 13' -5" 11' -10' 12' -5" 12' -2" 11' -10" 11' -2" 10' -9" 8' -9" 0.032 16' -4" 15' -10" 14' -0" 14' -8" 14' -4" 14' -0" 13' -2" 12' -8" 12' -0" 0.040 18' -3" 17' -11" 15' -11' 16' -8" 16' -3" 15' -11" 14' -11" 14' -5" 13' -8" Steel 0.018 12' -5" 11' -8" 6' -11" 7' -9" T -5" 6' -11" 6' -1" 5' -5" 3' -11" Steel 0.024 17' -5" 16' -11" 14' -6" 15' -8" 14' -11" 14' -3" 13' -1" 12' -2" 11' -4" 20 0.020 9' -4" 9' -2" 8' -3" 8' -7" 8' -4" 8' -1" T -5" 6' -9" 6' -1" LIVE 0.024 11' -4" 11' -2" 10' -4" 10' -9" 10' -6" 9' -2" 8' -10" 8' -5" 8' -0" 0.032 13' -5" 13' -2" 12' -3" 12' -8" 12' -5" 12' -0" 11' -8" 11' -2" 10' -8" 0.040 15' -3" 14' -11" 13' -11' 14' -5" 14' -2" 13' -8" 13' -3" 12' -8" 12' -2" Steel 0.018 T -2" 6' -11" 5' -7" 6' -1" 5' -9" 5' -5" 4' -1" 3' -9" 3' -4" Steel 0.024 14' -5" 1 14' -2" 12' -8" 13' -7" 13' -1" 1 12' -3" 11' -6" 10' -6" T -7" 25 0.020 9' -4" 9' -0" 8' -1" 8' -5" 8' -3" 8' -1" T -3" 6' -7" 6' -1" 0.024 11'-4" 11' -2" 9' -2" 10' -6" 10' -4" 9' -2" 8' -9" 8' -4" 8' -0" 0.032 13' -5" 13' -2" 12' -0" 12' -5" 12' -3" 12' -0" 11' -6" 11' -2" 10' -8" 0.040 15' -3" 14' -11" 13' -8" 14' -2" 13' -11" 13' -8" 13' -1" 12' -8" 12' -2" Steel 0.018 6' -11" 6' -9" 5' -5" 5' -11" 5' -7" 5' -5" 4' -1" T -8" 3' -4" Ste 10.024 14' -2" 1 14' -2" 12' -3" 1 13' -1" 12' -8" 12' -3" 11' -2" 1 10' -6" T -7" 30 0.020 8' -9" 8' -7" 7' -5" 8' -1" T -8" 7' -3" 6' -9" 6' -2" 5' -9" 0.024 10' -6" 10' -4" 8' -10" 9' -2" 8' -11" 8' -9" 8' -5" 8' -1" 7' -9" 0.032 12' -5" 12' -3" 11' -6" 11' -10" 11' -8" 11' -6" 11' -0" 10' -7" 9' -2" 0.040 14' -2" 13' -11" 13' -1" 13' -5" 13' -3" 13' -1" 12' -6" 12' -0" 11' -9" Steel 0.018 6' -4" 6' -1" 4'-4" 5' -5" 5' -2" 4' -2" 3' -11" 3' -6" 3' -2" Steel 0.024 13' -1" 12' -8" 11' -2" 11' -10" 11' -6" 11' -2" 8' -5" 1 T -9" 7' -2" 40 0.020 7' -10" T -5" 6' -6" 6' -11" 6' -7" 6' -4" 5' -10" 5' -6" 0' -0" 0.024 9' -1" 8' -10" 8' -3" 8' -6" 8' -4" 8' -2" T -10" T -7" 7' -3" 0.032 11'-4" 11' -2" 10' -7" 10' -8" 10' -7" 10' -5" 9' -3" 9' -0" 8' -7" 0.040 12' -10" 12' -8" 12' -0" 12' -2" 12' -0" 11' -10" 11' -7" 11' -2" 10' -10' Steel 0.018 5' -4" 4' -7" T -10" 4' -1" T -11" 3' -9" 3' -5" T -2" 0' -0" Steel 0.02410' -10" 10' -6" 8' -1" 8' -7" 8' -3" T -11" 7' -3" 6' -10" 6' -3" 60 0.020 5' -10" 5' -9" 0' -0" 5' -4" 4' -8" 0' -0" 0' -0" 0' -0" 0' -0" 0.024 7' -10" T -9" 7' -3" T -6" 7' -4" 7' -3" 6' -9" 0' -0" 0' -0" 0.032 9' -3" 9' -2" 8' -7" 8' -10" 8' -8" 8' -7" 8' -4" 0' -0" 0' -0" 0.040 10' -6" 10' -6" 10' -5" 10' -6" 10' -6" 10' -5" 9' -6" 0' -0" 0' -0" Steel 0.018 3' -8" 3' -7" 0' -0" 3' -3" 3' -2" 0' -0" 0' -0" 0' -0" 0' -0" Steel 0.024 7' -3" 1 7' -2" 1 6' -3" 6' -7" 1 6' -5" 6' -3" 1 5' -11" 0' -0" 0' -0" TABLE 4.1 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 2450 ca rl u utn a m 0com cast. n el 3.5 "x12" W Panels ISnow LoadlGa 10 1 0.02 LIVE 0.02 0.03 0.04 Steel 0.01 Steel 0.02 20 1 0.02 LIVE 0.02 0.04 Steel 0.01 Steel 0.02 TO....002 Steel 0.01 Steel 0.02 30 0.02 0.02 0.03 Steel 0.01 Steel 0.02 0.04 Steel 0.01 Steel 0.02 T Steel 0.01 Steel 0.02 Multispan) Detail MU05 and MU08 Wind Speed and Exposure Exposure B 110 115 140 1 110 115 8' -11" 8' -6" 11' -1" 10' -8" 14' -10" 14' -4" 18' -1" 17' -6" 10' -5" 10' -1" 13' -7" 13' -2" 6' -7" 6' -4" 8' -11" 9' -6" 12' -3" 13' -0" 15-1" 15' -11' 8' -7" 9' -1" 11' -4" 12' -0" 8' -5" 8' -2" 7'4" T -8" 11' -7" 11' -4" 10' -4" 10' -9" 14' -5" 14' -0" 12'-10"1 13'-5" 8' -1 " T -11" 6'-11" 7' -5" 10' -9" 10' -6" 9' -7" 10' -1" 6' -4" 6' -4" 5' -6" 5' -10" 8' -2" 8' -2" 7' -1" 7' -6" 11' -4" 11' -4" 10' -1" 10' -6" 14' -0" 14' -0" 12' -7" 13' -2" 7' -11" 7' -11" 6' -9" 7' -2" 10' -6" 10' -6" 1 9' -5" 9' -10" 5' -10" 5' -8" T -6" 7' -4" 10' -6" 10' -4" 13' -2" 12' -10" T -2" 6' -11" 9' -10" 9' -7" 4' -6" 4' -4" 6' -6" 6'-4" 9' -3" 9' -1" 11' -8" 11' -6" 5' -11 " 5' -9" 8' -9" 8' -7" 3' -6" 3' -5" 4' -8" 4' -7" T -0" 7' -0" 9' -0" 9' -0" 3' -8" 3' -7" 6' -9" 6' -9" FEB 24 2014 6' -7" 6' -11" 9' -5" 9' -10" 11' -11" 12' -4" 6' -1" 6' -6" 8' -11" 9' -3" 3' -10" 4' -0" 5' -10" 5' -11 " 8' -5" 8' -7" 10' -9" 10' -11' 5' -2" 5' -4" 8' -0" 8' -2" 3' -0" 3' -2" 4' -1 " 4' -4" 6' -11 " T -0" 8.-1111 91-0" 0' -0" 3' -3" 6' -8" 6' -9" 7' -3" 9' -3" 12' -8" 15' -6" 8' -10" 5' -10" 7' -6" 10' -6" 13' -2" 7' -2" 9' -10" Exposure C 120 130 T -0" 6' -4" f 8' -11" 8' -2" 12' -3" 11' -4" 1 15' -1 " 14' -0" 1 8' -7" T -11" 11' -4" 10' -6" 1 5' -6" 5' -2" 3 7' -1" 6' -9" 10' -1 " 9' -8" 12' -7" 12' -1" 1 6' -9" 6' -4" 9' -5" 9' -1" 7' -4" 10' -4" 12' -10" 6' -11" 9' -7" T -1" 10' -1 " 12' -7" 6' -9" 9' -5" 6' -7" 9' -5" 11' -11" 6' -1" 8' -11" 1 5' -2" 4' -2" T -11" 3 6' -9" 6' -7" 6' -2" 5' 9' -8" 9' -5" 8' -11" 6'-9" 12' -1" 11' -11" 11' -3" 1 6'-4" 6' -1" 5' -7" 0.024 9' -1" 8' -11" 8' -5" 6' -7" 3'-11" 3' -9" 3' -6" 3 5' -10" 5' -8" 5' -6" 13' -0" 8' -5" 8' -3" 8' -0" 7 10' -9" 10' -7" 10' -3" 9' 5' -2" 3' -9" T -5" 3 8' -0" 7' -11" T -8" 7 3' -1" 3' -0" 2' -10" 4' -2" 4' -1" 3' -11" 7' -0" 6' -11" 6' -7" 9' -0" 8' -11" 8' -7" T -2" 0' -0" 0' -0" 6'-9" 6' -8" 6' -5" TABLE 4.2 140 150 T -8" 7' -1" 0' -9" 10' -1" T -5" 12' -7" 7' -5" 6' -9" 0' -1 " 9' -5" ' -11" 3' -7" 6' -4" 5' -11" 9' -1" 8' -7" 1' -6" 10' -11" 5' -9" 5' -4" 8' -7" 8' -2" © -11" 3' -7" 6' -4" 5' -11" 9' -1 " 8' -7" V -6" 10' -11" 5' -9" 5' -4" 8' -7" 8' -2" -10" 5' -7" 8' -5" 8' -2" 0' -9" 10' -5" 5' -2" 3' -2" 8' -0" 7' -9" ' -4" 3' -0" 5' -2" 4' -1" ' -8" 7' -3" -10" 9' -5" -2" 0' -0" ' -4" 7, -0" -0" 0' -0" ' -0" 0' -0" ' -5" 6' -2" ' -5" 8' -1" ' -0" 0' -0" ' -3" 6' -1 " 3.5 "x12" Vee Panel (Single Span) Detail MU06 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psfl (in) 110 115 140 110 115 120 130 140 150 10 0.018 5' -10" 5' -7" 3' -2" 3' -5" 3' -3" T -2" 2' -11 " 2' -8" 2' -6" LIVE 0.024 T -10" T -6" 6' -1" 6' -7" 6' -4" 6' -0" 5' -7" 5' -2" T -5" 9' -5" 0.032 13' -0" 12' -5" 8' -3" 10' -11' 10' -5" 8' -2" T -6" 6' -11" 6' -6" 12' -1" 0.040 16' -5" 15' -8" 12' -9" 13' -10' 13' -2" 12' -7" 11' -7" 10' -9" 8' -2" 20 3' -0" 5' -10" 5' -7" 3' -2" 3' -5" 3' -3" T -2" 2' -11" 2' -8" 2' -6" LIVE 10.018 0.024 T -10" T -6" 6' -1" 6' -7" 6'-4" 6' -0" 5' -7" 5' -2" 3' -5" 7' -5" 0.032 13' -0" 12' -5" 8' -3" 10' -11' 10' -5" 8' -2" 7' -6" 6' -11" 6' -6" 9' -8" 0.040 15' -11' 15' -8" 12' -9" 13' -10' 13' -2" 12' -7" 11' -7" 10' -9" 8' -2" 25 0.018 5' -10" 5' -7" 3' -2" 3' -5" 3' -3" 3' -2" 2' -11 " 2' -8" 2' -6" 4' -6" 0.024 7' -10" T -6" 6' -1" 6' -7" 6' -4" 6' -0" 5' -7" 5' -2" 3' -5" 7' -3" 0.032 13' -0" 12' -5" 8' -3" 10' -11' 10' -5" 8' -2" T -6" 6' -11" 6' -6" 9' -5" 0.040 15' -9" 15' -8" 12' -9" 13' -10' 13' -2" 12' -7" 11' -7" 10' -9" 8' -2" 30 0.018 5' -6" 5' -4" 3' -2" 3' -5" T -3" 3' -2" 2' -11" 2' -8" 2' -6" 4' -3" 0.024 T -10" 7' -6" 6-1" 6' -7" 6' -4" 6' -0" 5' -7" 5' -2" 3' -5" 6' -9" 0.032 13' -0" 12' -5" 8' -3" 10' -11" 10' -5" 8' -2" 7' -6" 6' -11" 6' -6" 8' -10" 0.040 15' -2" 15' -0" 12' -9" 13' -10' 13' -2" 12' -7" 11' -7" 10' -9" 8' -2" 40 0.018 4' -1 " 4' -0" 3' -2" 3' -5" 3' -3" T -2" 2' -11 " 2' -8" 0' -0" 3' -9" 0.024 T -10" 7' -6" 6' -1" 6' -7" 6' -4" 6' -0" 5' -7" 5' -2" 3' -5" 6' -0" 0.032 11' -10' 11' -8' 8' -3" 10' -11' 10' -5" 8' -2" T -6" 6' -11" 6' -6" T -11" 0.040 14' -1" 13' -11' 12' -9" 13' -4" 13' -2" 12' -7" 11' -7" 10' -9" 8' -2" 60 0.018 3' -2" T -1" 0' -0" 2' -10" 2' -9" 0' -0" 0' -0" 0' -0" 0' -0" 3' -0" 0:024 6' -1" 5' -11" 5' -3" 5' -6" 5' -4" 5' -3" 0' -0" 0' -0" 0' -0" 4' -7" 0.032 9' -8" 9' -7" 8' -3" 9' -3" 9' -1" 8' -2" 7' -6" 0' -0" 0' -0" 6' -2" 1 0.040 11' -7" 11' -7" 11' -5" 11' -7" 11' -7" 11' -5" 11' -2" 10' -9" 8' -2" TABLE 4.3 3.5 "x12" Vee Panel (Multisnan) Detail mi ins Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psfl (in) 110 115 140 110 115 120 130 140 150 10 0.018 3' -10" T -8" 3' -0" 3' -3" 1 T -2" T -0" 2' -9" 2' -1" 1' -11" LIVE 0.024 6' -8" 6' -5" 5' -5" 5' -10" 5' -7" 5' -5" 4' -2" T -10" 3' -7" 0.032 9' -5" 9' -1 " T -10" 8' -3" 8' -0" T -10" 7' -3" 6 -11 " 6' -6" 0.040 12' -1" 11' -9" 10' -2" 10' -9" 10' -5" 10' -2" 9' -5" 9' -1" 8' -6" 20 0.018 3' -1 " 3' -0" 2' -2" 2' -9" 2' -7" 2' -2" 2' -0" V -10" V -8" LIVE 0.024 4' -8" 4' -6" 3' -11" 4' -2" 4' -0" T -10" 3' -7" 3' -5" 3' -1" 0.032 7' -5" 7' -3" 6' -7" 6' -11" 6' -9" 6' -6" 6' -3" 5' -10" 5' -7" 0.040 9' -8" 1 9' -5" 8' -8" 9' -1" 8' -10" 8' -6" 8' -2" 7' -9" 7' -5" 25 0.018 3' -0" 2' -11" 2' -2" 2' -8" 2' -3" 2' -2" 2' -0" 1' -9" 1' -8" 0.024 4' -6" 4' -5" 3' -10" 4' -1" 3' -11" 3' -10" 3' -7" 3' -4" 3' -1" 0.032 7' -3" 7' -3" 6' -6" 6' -9" 6' -7" 6' -6" 6' -1" 5' -10" 5' -7" 0.040 9' -5" 9' -5" 8' -6" 8' -10" 8' -8" 8' -6" 8' -0" 7' -9" T -5" 30 0.018 2' -9" 2' -9" 2' -1" 2' -2" 2' -1" 2' -0" V -11" 1' -9" 1' -7" 0.024 4' -3" 4' -2" 3' -7" T -10" 3' -8" 3' -7" 3' -5" 3' -2" 3' -0" 0.032 6' -9" 6' -7" 6' -1" 6' -4" 6' -3" 6' -1" 5' -9" 5' -6" 5' -4" 0.040 8' -10" 1 8' -8" 8' -0" 1 8' -4" 8' -2" 1 8' -0" 7' -8" 1 T -3" 7' -1 " 40 0.018 2' -2" 2' -2" V -10" 2' -0" V -11 " 1' -10" V -8" 1' -7" 0' -0" 0.024 3' -9" 3' -7" 3' -3" 3' -5" 3' -4" 3' -3" 3' -0" 2' -11" 2' -8" 0.032 6' -0" 5' -10" 5' -6" 5' -7" 5' -6" 5' -5" 5' -3" 4' -5" 4' -2" 0.040 T -11" 7' -9" T -3" 7' -5" 7' -3" T -2" 6' -11" 6' -8" 6' -5" 60 0.018 V -9" V -9" 0' -0" V -7" V -7" 0'4" 0' -0" 0' -0" 0' -0" 0.024 3' -0" 3' -0" 2' -8" 2' -10" 2' -9" 2' -8" 2' -7" 0' -0" 0' -0" 0.032 4' -7" 4' -6" 4' -2" 4' -3" 4' -2" 4' -2" 3' -11" 0' -0" 0' -0" 0.040 6' -2" 1 6' -2" 1 6' -1" 1 6' -2" 1 6' -2" 1 6' -1" 5' -10" 5' -9" 5' -6" I AbLt 4.4 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 35 of 106 SOLID COVERS 4.0 3" PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURE; 3 "X8" 8000 Flat Panel ( Sinnle Rnan) MI 119 Ground Panel Snow Load Gauge (psf) (in) 10 0.020 LIVE 0.025 0.032 Steel 0.018 Steel 0.024 20 0.020 LIVE 0.025 0.032 Steel 0.018 Steel0.024 25 1 0.020 0.025 0.032 Steel 0.018 Steel 0.024 30 0.020 0.025 0.032 Steel 0.018 Steel 0.024 40 0.020 0.025 0.032 Steel 0.018 Steel 0.024 60 0.020 0.025 0.032 Steel 0.018 Steel 0.024112'-4" Wind Speed and Exposure Exposure B 110 115 140 11' -5" 11' -0" 7' -4" 14' -5" 13' -9" 11' -3" 17' -1" 16' -4" 13' -3" 17' -10' 17' -4" 14' -0" 21' -0" 20' -6" 17' -1" 8' -8" 8' -6" T -4" 12' -8" 12' -5" 11' -3" 15' -4" 15' -1" 13' -3" 14' -9" 14' -6" 13' -6" 17' -7" 17' -3" 16' -1" 8' -8" 8' -5" 1 T -4" 12' -8" 12' -5" 11' -3" 15' -4" 15' -1" 13' -3" 14' -9" 14' -6" 13' -3" 17' -3" 17' -3" 15' -10' 8' -2" 8' -0" 7' -3" 11' -9" 11'-6" 10' -10' 14' -3" 14' -0" 13' -2" 13' -9" 13' -6" 12'-8" 16' -4" 16' -1" 15' -2" 7' -6" 7' -3" 6' -10" 10' -8" 10'-6" 9' -2" 13' -0" 12' -10' 12' -2" 12' -6" 12' -4" 11' -9" 14' -11' 14' -9" 14' -0" 6'-6" 6' -5" 6' -0" 8' -9" 8' -8" 8' -2" 10' -8" 10' -8" 10' -7" 10' -4" 10' -4" 9' -7" 12' -4" 12' -2" Exposure C 110 115 120 130 7' -11" 7' -6" 7' -3" 6'-8" 12' -1" 11' -7" 11' -1" 8' -4" 14'-4" 13' -8" 13' -1" 12' -1" 15' -2" 14' -5" 13' -10' 12' -8" 18' -6" 17' -7" 16' -10' 15' -5" 7' -11" T -6" 7' -3" 6'-8" 11' -11' 11' -7" 11' -1" 8' -4" 14'-4" 13' -8" 13' -1" 12' -1" 14' -0" 13' -9" 13' -3" 12' -8" 16' -7" 16' -4" 15' -10' 15' -4" T -11" 7' -6" T -3" V -8" 11'-9" 11'-6" 11' -1" 8' -4" 14' -3" 13'-8" 13' -1" 12' -1" 13' -9" 13' -6" 13' -3" 12' -8" 16' -4" 16' -1" 15' -10' 15' -2" 7' -7" 7' -5" T -2" 6'-8" 11' -2" 11' -0" 10' -10' 8' -4" 13' -7" 13' -5" 13' -1" 12' -1" 13' -1" 12' -11' 12'-8" 12' -2" 15' -7" 15' -4" 15' -2" 14' -6" 7' -0" 6' -11" 6' -9" 6'-6" 9' -6" 9' -4" 9' -1" 8' -4" 12'-4" 12' -2" 12' -0" 11' -9" 11' -10' 11' -9" 11' -7" 11' -4" 14' -2" 14'-0"113'-10'113'-6" 6' -2" 6' -1" 6' -0" 5' -10" 8' -4" 8' -2" 8' -2" T -10" 10' -8" 10' -8" 10' -7" 9' -7" 10' 4" 9' -8" 9' -7" 9' 4" 12' -4" 12' -4" 12' -2" 11' -10' TABLE 4.5 140 150 6' -2" 5' -9" 7' -8" 7' -2" 11' -2" 10' -5" 11' -9' 10' -11' 14' -3" 13' -3" 6' -2" 5' -9" T -8" T -2" 11' -2" 10' -5" 11' -9' 10' -11' 14' -3" 13' -3" 6' -2" 5' -9" T -8" 7' -2" 11' -2" 10' -5" 11'-9' 10' -11' 14' -3" 13' -3" 6' -2" 5' -9" T -8" T -2" 11' -2" 10' -5" 11' -9" 10' -11' 14' -0" 13' -3" 6' -2" 5' -9" T -8" T -2" 11' -2" 10' -5" 10' -11' 10' -7" 13' -1" 12' -8" 0' -0" 0' -0" 0'-0" 0' -0" 0' -0" 0' -0 " 0' -0" 0' -0" 11' -8" 11' -5" - - -- - - -- - -- - -.._. Ground Panel Snow Load Gaug (psf) (in) 10 0.020 LIVE 0.025 0.032 Steel 0.018 Steel 0.024 20 0.020 LIVE 0.025 0.032 Steel 0.018 Steel 0.024 25 0.020 0.025 0.032 Steel 0.018 Steel 0.024 30 0.020 0.025 0.032 Steel 0.018 Steel 0.024 40 0.020 0.025 10.032 Steel 0.018 Steel 0.024 60 10-020 0.025 0.032 Steel 0.018 Steel 0.024 r- .- ..._r -••i ..._ .- Wind Speed and Exposure Exposure B 110 115 140 9' -2" 8' -10" 7' -9" 11' -5" 11' -1" 9' -9" 13' -4° 13' -0" 11' -6" 13' -6" 13' -1" 11' -7" 16' -4" 15' -10' 14' -1" T -5" T -4" 6' -9" 9'-4" 9' -2" 8' -6" 11' -0" 10' -9" 10'-0" 11' -1" 10' -10' 10' -1" 13' -7" 13' -4" 12' -5" T -4" 7' -4" 6' -8" 9' -2" 9' -2" 8'-4" 10' -9" 10' -9" 9' -10" 10' -10' 10' -10' 9' -11" 13' -4" 13' -4" 12' -2" 6' -11" 6' -9" 6' -4" 8' -7" 8' -6" 7' -11" 10' -2" 10' -0" 9' -5" 10' -3" 10' -1" 9' -5" 12' -7" 12' -5" 11'-8" 6' -3" 6' -2" 5' -10" T -10" T -8" 7' -3" 9' -3" 9' -1" 8'-8" 9' -3" 9' -2" 8' -7" 11' -6" 11' -4" 10' -9" 5' -0" 5' -0" 0' -0" 6' -4" 6' -4" 6' -3" T -6" T -6" 7'-6" 7' -5" 7' -5" 7' -4" 9' -5" 9' -5" 9'-4" 110 8' -2" 10' -2" 12' -0" 12' -1" 14' -9" T -0" 8' -9" 10' -4" 10' -5" 12'-10'112'-7" 6' -11" 8' -7" 10' -2" 10' -3" 12' -7" 6'-6" 8' -2" 9' -8" 9' -9" 12' -0" 5' -10" 7'-5" 8' -9" 8' -9" 10' -11' 4' -6" 6' -4" 7' -6" 7' -5" 9' -5" Exposure C 115 120 130 140 150 8' -0" 7' -9" 7' -4" T -0" V -8" 9' -11" 9' -9" 9' -2" 8' -9" 8'-4" 11' -9" 11' -6" 10' -9" 10' -4" 9' -10° 11' -10' 11' -7" 10' -10' 10' -5" 9' -11' 14' -5" 14' -1" 13' -4" 12' -10' 12' -2" 6' -11" 6' -8" 6' -5" 6' -2" 5' -10" 8' -7" 8' -4" 8' -1" 7' -8" T -5" 10' -2" 9' -10" 9' -6" 9' -1" 8' -9" 10' -3" 9' -11" 9' -7" 9' -2" 8' -9' 12' -2" 11' -10' 11'4" 10--11-1 6' -9" 6' -8" 6'-4" 6' -2" 5' -10" 8' -6" 8'-4" T -11" T -8" T -5" 10' -0" 9' -10" 9' -5" 9' -1" 8' -9" 10' -1' 9' -11" 9' -5" 9' -2' 8' -9" 12' -5" 12' -2" 11' -8" 11'-4" 10' -11' 6' -5" 6' -4" 6' -1" 5' -10" 5' -8" 8' -1" T -11" 7' -7" 7' -3" T -1" 9' -6" 9' -5" 9' -0" 8' -8" 8' -5" 9' -7" 9' -5" 9' -0" 8' -7" 8' -5' 11' -10' 11'-8" 11' -2" 10'-9" 10'-6" 5' -10" 5' -9" 5' -7" 5' -4" 5' -2" T -3" 7' -2" 7' -0" 6' -9" 6' -6" 8' -8" 8'-6" 8' -4" 8' -0" T -9" 8' -7" 8' -6" 8' -3" 8' -0" 7' -8" 10' -9" 10' -7" 10' -4" 10' -0" 9' -9" 4' -5" 0' -0" 0' -0 " 0' -0" 0' -0" 6' -4" 6' -3" 6' -1" 6' -0" 5' -10" T -6" 7' -0" 7' -3" 7' -1" 6' -11" 7' -5" 7' -4" 7' -2" 7' -0" 6' -10" 9' -5" 9'-4" 9' -1" 8'-11" 8' -8" -ADIrAc ., n,a rr r Ground Snow Load (psf) 10 LIVE 20 LIVE 25 30 40 60 auc. k -.'y Panel Gauge (in) 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 oP-J -U'o Wind Speed Exposure 110 115 8' -4" 8' -2" 11' -9" 11' -5" 12' -11' 12'-6" 14' -2' 13' -9" 16' -3" 115'-9" T -3" T -2" 8' -11" 8' -9" 10' -7" 10' -5" 11' -8' 11' -5" 13' -4" 13' -1" T -2" 7' -0" 8' -9" 8' -8" 10' -5" 10' -5" 11' -5" 11' -5" 13' -1" 13' -1" 6' -10" 6' -8" 8' -4" 8' -3" 9' -2" 9' -1" 10' -10' 10'-8' 12' -5" 12' -2" 6' -3" 6' -1" T -8" 7'-6" 8' -5" 8' -3" 9' -4" 9' -1" 11' -3" 11' -1" 5' -3" 4' -8" 6' -8" 6' -7" 7'-4" 7' -3" 8' -1" 8' -0" 9' -3" 9'2" and Exposure B 140 T -2" 8' -9" 11' -1" 12' -2" 13' -11' 6' -5" 7' -11" 8' -8" 10'-8" 12' -2" 6' -4" T -9" 8' -7" 10' -5" 12' -0" 6' -1" 7'-6" 8' -3" 9' -1" 11' -5" 5' -8" T -0" T-8" 8' -0" 10' -6" 0' -0" 6' -2" 6' -10" 7'-6' 8' -7" Exposure C 110 115 120 130 140 150 T -6" T -5" 7' -2" 6' -8" 6' -3" 5' -10" 10' -6" 9' -1" 8' -9" 8' -3" T -9" T -3" 11' -7" 11'-4" 11' -1" 10' -5" 8' -7" T -11" 12' -9" 12' -5" 12' -2" 11' -5" 11' -0" 10' -5" 14' -7" 14' -3" 13' -11' 13' -1" 12' -7" 12' -0" 6' -8" 6'-6" 6' -4" 6' -1" V -10" 5' -6" 8' -3" 8' -0" T -9" 7'-6" 7' -2" 6' -9" 9' -1" 8' -10" 8' -7" 8' -3" T -10" 7' -5" 11' -0" 10' -10' 10' -5" 9' -1" 8' -8" 8' -2" 12' -7" 12' -5" 12'4" 11' -7" 11' -1" 10' -8" 6' -7" 6' -5" 6' -4" 6' -0" 5' -9" 5' -6" 8' -1" T -11" T -9" 7' -5" 7' -1" 6' -9" 8' -11" 8' -8" 8' -7" 8' -2" 7' -9" 7' -5" 10' -10' 10' -8" 10' -5" 9' -0" 8' -7" 8' -2" 12' -5" 12' -2" 12' -0" 11' -5" 11' -1" 10' -8" 6' -4" 6' -2" 6' -0" 5' -10" 5' -7" 4' -3" T -9" 7'-7" T -5" T -2" 6' -10" 6' -7" 8' -7" 8' -4" 8' -2" T -10" T -6" T -3" 9' -5" 9' -2" 9' -0" 8' -8" 8' -3" 8' -0" 11' -9" 11' -7" 11' -5" 10' -11' 10' -6" 9' -2" 5' -10" 5' -9" 5' -7" 5' -3" 4' -2" 0' -0" T -3" T -1" 6' -11" 6' 8" 6' -5" 6' -2" 7' -11" 7' -9" 7' -7" 7' -4" 7' -1" 6' -10" 8'-9' 8' -7" 8' -5" 8' -1" T -10" 7' -6" 10' -8" 10'-6" 10' -5" 9' -3" 9' -0" 8' -7" 4' -4" 4' -2" 0' -0" 0' -0" 0' -0" 0' -0" 6' -4" 6' -3" 6' -2" 6' -0" 0' -0" 0'-0" T -0" 6' -10" V -10" 6' -7" 0' -0" 0' -0" 7'-8" T -7" 7'-6" T -3" 0' -0" 0' -0" 8' -10" 8' -8" 8' -7" 8' -4" 0' -0" 0' -0" 5 xiz- W vane) Ground Snow Load (psf) 10 LIVE 20 LIVE 25 30 40 60 (MUItlspan) Panel Gaug (in) 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 0.020 0.025 0.028 0.032 0.040 MU13 Wind Speed and Exposure Exposure B 110 115 140 T -10" 7'-6" V -2" 10' -7" 10' -2" 8' 6" 11' -11' 11' -6" 9' -9" 13' -8" 13' -3" 11'-3" 16' -3" 15' -9" 13' -11' 5'-9" 5' -7" 4' -2" 8' -0" 7' -9" 7' -0" 9' -2" 8' -11" 8' -1" 10' -8" 10' -5" 9' 6" 13' -4" 13' -1" 12' -0" 5' -7" 5' -7" 4' -1" T -9" T -9" 6' -10" 8' -11" 8' -11" 7' -11" 8'-11" 8'-11 %1 " 13' -1" 13' -1" 11' -9" 4' -7" 4'-6" 3' -10" 7' -2" T -0" 6'-4" 8' -3" 8' -1" T -4" 9' -8" 9' -6" 8' 8" 12'-3"112'-0" 11' -1" 4' -0" 3' -10" 3' -5" 6' -2" 6' -1" 5' -7" 7' -3" 7' -1" 6' 6" 8'-6" 8' -4" T -9" 10' -10' 10'-8" 10'4" 3' -1" 3' -0" 2' -8" 4' -0" 4' -5" 4' -0" 5' -4" 5' -4" 5' -3" 6' -5" 6' -5" 6'-4" 8' -5" 8' -5" 8' -3" Exposure C 110 115 120 130 140 150 6' -8" 6' -5" 6' -2" 5' -7" 5' -3" 3' -9" 9' -1" 8' -9" 8' -6" 7' -9" 7' -4" 6' -10" 10' -4" 10' -1" 9' -9" 8' -11" 8' -6" T -11" 12' -0" 11' -7" 11' -3" 10' -5" 9' -11" 9' -3" 14' -7" 14' -3" 13' -11' 13' -1" 12' -6" 11' -9" 5' -3" 4' -3" 4' -1" T -10" T -6" T -2" 7' -4" 7' -2" 6' -10" 6' -6" 6' -1" 5' -8" 8' -6" 8' -3" T -11" 7' -6" 7' -1" 6' -8" 9' -11" 9' -8" 9' -3" 8' -10" 8' -4" 7' -11" 12' -6" 12' -3" 11' -9" 11' -3" 10' -8" 10' -2" 4' -4" 4' -2" 4' -1" 3' -9" 3' -5" 3' -2" 7' -2" T -0" 6' -10" 6'-4" 6' -1" 5' -8" 8' -3" 8' -1" 7' -11" 7' -4" 7' -1" 6' -8" 9' -8" 9' -6" 9'-3" 8'-8" T -4" 6' -8" 12' -3" 12' -0" 11' -9" 11' -1" 10' -8" 10' -2" 4' -1" T -11" 3' -9" 3' -6" 3' -3" 3' -0" 6' -8" 6' -6" 6'-4" 5' -11" 5' -7" 5' -4" T -8" 7' -6" T -4" 6' -11" 6' -6" 6' -3" 9' -1" 8' -10" 8' 8" 8' -2" 7' -9" 7' -6" 11' -6" 11' -3" 111 ' -1" 10' -6" 10' -0" 9' -8" T -7" 3' -5" 3' 4" 3' -1" 2' -11" 2' -8" T -8" 5' -7" 5'-6" 5' -3" 4' -3" 4'_0" 6' -8" 6' -6" 6' -5" 6' -2" 5'-10„ 5' -7" T -11" T -9" T -7" 7' -4" 7' -0" 6' -8" 10' -2" 10'4" 9' -10" 9' -6" 9' -1" 8' -9" 2' -10" 2' -9" 2'-8" 0' -0" 0'-0" 0' -0" 4' -2" 4' -0" 4' -0" 3' -9" 0' -0" 0'-0" 5' -4" 5' -4" 5' -3" 4' -6" 0' -0" 0' -0" 6' -5" 6' -5" 6'-4" 6' -1" 5' -11" 5' -8" 8' -5" 8' -5" 8' -3" 8' -0" T -9" T -6" 3 "x12" Olvmnic Panel Ninnle Snnnl MI 111 Ground Panel Wind Speed and Exposure Panel Gaugj (in) Snow Load Gauge Exposure B Exposure C (psf) (in) 110 115 140 110 115 120 130 140 150 10 0.020 9' -5" 8' -1" 6' -7" 7' -1" 6' -10" 6' -0" 5' -7" 5' -2" T -5" LIVE 0.025 12' -0" 11' -5" 7' -7" 8' -2" T -10" 6' -11" 6' -5" 6' -0" 5' -7" 0.032 14' -1" 13' -0" 11' -0" 11' -10' 11'4" 8' -1" 7' -6" T -0" 6' -7" 0.036 15'4" 14' -7" 11' -11' 12' -10' 12' -3" 10'-9" 8' -1" T -7" T -1" Steel 0.018' 12' -9" 12' -2" 8' -0" 10' -8" 8' -3" T -3" 6' -9" 6' -3" T -10" Steel0.024' 17' -1" 16' -4" 13' -2" 14' -3" 13' -7" 11' -11' 11' -0" 8'-4" T -9" 20 0.020 7' -9" T -7" 6' -7" 7' -1" 6' -10" 6' -0" 5' -7" 5' -2" 3' -5" LIVE 0.025 1 10' -5" 10' -3" 7' -7" 8' -2" 7' -10" 6' -11" 6' -5" 6' -0" 5' -7" 0.032 12' -8" 12' -5" 11' -0" 11' -10' 11'4' 8' -1" T -6" T -0" 6' -7" 0.036 13' -10' 13' -7" 11' -11' 12' -10' 12' -3" 10' -9" 8' -1" 7' -7" T -1" Steel 0.018' 11' -3" 11' -0" 8' -0" 10' -8" 8' -3" 7' -3" 6' -9" 6' -3" 5' -10" Steel 0.024 14' -9" 14' -5" 13' -2" 13' -11' 13'-7" 11' -11' 11' -0" 8' -4" T -9" 25 0.020 7' -7" 7' -7" 6'-7" 7' -1" 6' -10" 6' -0" 5' -7" 5' -2" 3' -5" 0.025 10' -3" 10' -3" 7' -7" 8' -2" 7' -10" 6' -11" 6' -5" 6' -0" 5' -7" 0.032 1 12' -5" 12' -5" 11' -0" 11' -9" 11'-4" 8' -1" T -6" 7' -0" 6' -7" 0.036 13' -7" 13' -7" 11' -11' 12' -10' 12' -3" 10'-9" 8' -1" 7' -7" 7' -1" Steel 0.018' 11' -0" 11' -0" 8' -0" 10' -6" 8' -3" 7' -3" 6'4" 6' -3" 5' -10" Steel 0.024' 14' -5" 14' -5" 13' -2" 13'-8" 13'-6" 11' -11' 11' -0" 8' -4" T -9" 30 0.020 7' -2" T -0" 6' -7" 6' -10" 6' -8" 6' -0" 5' -7" 5' -2" T -5" 0.025 1 9' -8" 9' -6" 7' -7" 8' -2" 7' -10" 6' -11" 6' -5" 6' -0" 5' -7" 0.032 11' -9" 11' -7" 10' -10' 11' -3" 11' -0" 8' -1" 7' -6" T -0" 6' -7" 0.036 12' -10' 12'-8" 11' -10' 12' -3" 12' -1" 10' -9" 8' -1" 7' -7" 7' -1" Steel 0.018" 10' -6" 9' -8" 8' -0" 9' -2" 8' -3" T -3" 6' -9" 6' -3" 5' -10" Steel 0.024" 13' -8" 13' -6" 12'-8" 13' -1" 12' -10' 11' -11' 11' -0" 8'4' T -9" 40 0.020 6' -6" 6' -5" 6' -1" 6' -2" 6' -1" 5' -10" 5' -7" 5' -2" 3' -5" 0.025 1 8' -10" 8' -8" 7' -7" 8' -2" T -10" 6' -11" 6' -5" 6'4" 5' -7" 0.032 10' -9" 10' -7" 10' -0" 10' -2" 10' -0" 8' -1" T -6" T -0" 6' -7" 0.036 11' -8" 11'-6" 10' -11 11' -1" 10' -11' 10' -7" 8' -1" 7'-7" T -1" Steel 0.018' 9' -0" 8' -10" 8' -0" S' 6" 8' -3" 7' -3" 6' -9" 6' -3" 5' -10" Steel 0.024' 12' -6" 12' -4" 11' -8" 11' -10' 11' -8" 11' -3" 10' -11' 8' -4" T -9" 60 0.020 5' -4" 5' -4" 5' -3" 5'-4" 5' -4" 4' -9" 0' -0" 0'-0" 0' -0" 0.025 1 T -2" T -2" 7' -2" T -2" T -2" 6' -11" 6' -5" 6' -0" 5' -7" T 0.032 8' -9" 8' -9" 8'-8" 8' -9" 8' -9" 8' -1" 7' -6" 7' -0" 6' -7" 0.036 9' -7" 9' -7" 9'-6" 9' -7" 9' -7" 9' -3" 8' -1" 7' -7" 7' -1" Steel 0.018" T -10" 7' -9" T -3" 7'-6" T -4" T -1" 0' -0" 0'-0" 0' -0" Steel 0.024" 10' -3" 10' -3" 9' -7" 10' -3" 1 9' -8" 1 9' -3" 0' -0" 0' -0" 0' -0" kBLE 4.9 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnam(d2comcast.net FEB 24 2014 I AME 4.7 TABLE 4.8 3 "x12" Olympic Panel (Multispan) MU11 3 "x12" Riser Flat Panel (Single Span) MU14 Ground Snow Load (psf) Panel Gaugj (in) I Wind Speed and Exposure Exposure B 1 110 115 140 Exposure C 110 115 120 130 140 150 Ground Snow Load (psf) Panel Gauge (in) Wind Speed and Exposure Exposure B 110 115 140 Exposure C 110 115 120 130 140 150 10 0.020 LIVE 0.025 10.036 8'-4" 9' -7" 8' -1" 9' -3" 7' -1" 8' -2" 7' -5" 8' -7" T -3" 8' -4" T -1" 8' -2" 6'-8" 7'-8" 6' -5" 7'-4" 6' -1" T -0" 10 LIVE 0.024 0.030 8' -1" 11' -7" 7'-8" 11•_1 6' -4" 7'-4" 6' -9" 7' -11" 6' -6" T -7" 6' -3" 7' -3" 5' -9" 6' -8" 0' -0" 0' -0•, 0' -0" 0' -0" 0.032 11' -2" 10' -10' 9' -7" 10' -0" 9' -9" 9' -7" 9' -0" 8' -8" 8' -2" 20 0.024 8' -1" 7' -8" 6'-4" 6' -9" 6' -6" 6' -3" 5' -9" 0' -0" 0' -0" 71-6" 12' -0" 11'-8" 10' -4" 10' -10' 10' -7" 10'-4" 9' -8" 9' -4" 8' -10" LIVE 0.030 11' -0" 10' -10' 7'-4" 7' -11" T -7" T -3" 6'-8" 0' -0" 0' -0" Steel 0.018' 8' -5" 8' -3" T -2" T -7" 7' -5" T -2" 6'-8" 6' -3" 5' -11" TABLE 4.11 Steel 0.024' 12' -10' 12'-6" 11' -1" 11' -7" 11'-4" 11' -1" 10' -5" 8'-8" 8' -3" 1 3 "x12" Riser Flat Panel (Multisnnn) M1114 20 10.020 8' -5" 6' -9" 6' -8" 6' -2" 1 6' -5" 6' -3" 6' -1" T -10" 5' -7" 5' -4" LIVE 6'-8" 10" 7' -8" T -1" T -4" 7' -T' T -0" 6' -9" 6' -5" 6' -2" T -8" 100:00321,7'- 2 9' -2" 9' -0" 8' -4" 8' -8" 8'-6" 8' -2" T -11" T -7" 7' -3" 9' -0" 0.03619'-10" .8' -6" 9' -8" 9' -0" 9' -4" 9' -2" 8' -10" 8' -7" 8' -2" 7' -10" Steel 0.018 7' -3" T -2" 6' -4" 6'-8" 6' -5" 6' -3" 6' -0" 5' -8" 5' -4" Steel 0.024' 10'-8" 10' -5" 8' -9" 9' -2" 8' -10" 8'-8" 81-4" 7' -11" 71-6" 25 6'-8" 6'-8" 6' -1" 6' -3" 6' -2" 6' -1" 5' -9" 5' -7" 5'-4" 0.025 T -8" T -8" 7-0 7' -3" 7' -1" 7' -0" 6' -8" 6' -5" 6' -2" 10.020 0.032 9' -0" 9' -0" 8' -2" .8' -6" 8'-4" 8' -2" T -10" 7' -7" 7' -T' 0.036 9' -8" 9'-8" 8' -10" 9' -2" 9' -0" 8' -10" 8' -5" 8' -2" T -10" Steel 0.018" T -2" T -0" 6' -3" 6' -7" 6'4" 6' -3" 5' -11" 5'-8" 5'-4" Steel 0.024" 10' -5" 10' -5" 8'-8" 9' -0" 8'4" 8' -8" 8' -3" T -10" 7' -6" 30 6' -3" 6' -2" 5' -9" 5' -11" 5' -10" 5' -9" 5' -6" 5' -3" 4'-6" 10.020 0.025 T -3" 7' -1" 6'-8" 6' -10" 6' -9" 6' -8" 6' -4" 6' -1" 5' -11" 0.032 8' -6" 814" T -10" 8' -1" T -11" T -10" 7' -6" T -2" T -0" 0.036 9' -2" 9' -0" 8' -5" 8' -8" 8' -7" 8' -5" 8' -1" T-9" 7' -7" Steel 0.018 6' -9" 6'-8" 6' -0" 6' -3" 6' -1" 5' -11" 5'-8" 5' -5" 5' -2" Steel 0.024" 9' -3" 9' -2" 8'-4" 8' -8" 8' -5" 8' -3" T -11" 7' -7" 7'-4" 40 5' -8" 5' -7" 5' -3" 5' -4" 5' -3" 5' -3" 4' -7" 4' -5" 4' -3" 0.025 6' -7" 6' -5" 6' -1" 6' -2" 6' -1" 6' -0" 5' -10" 5' -8" 5' -6" 10.020 0.032 7'4" 7' -7" T -2" T -3" T -2" 7' -1" 6' -11" 6'-8" 6' -5" 0.036 8' -4" 8' -2" 7' -9" T -10" T -9" T -8" T -5" T -2" 6' -11" Steel 0.018" 6' -2" 6' -0" 5' -7" 5' -9" 5' -8" T -6" 5' -3" 4' -7" 0' -0" Stee10.024" 8' -6" 8' -4" T -9" 8' -0" T -10" 7' -8" 7' -4" 7' -2" 6' -10" 60 4' -7" 4'-6" 4' -3" 4' -4" 4' -3" 4' -3" 4' -1" 0' -0" 0' -0" 0.025 5' -4" 5' -4" 5' -3" 5' -4" 5' -4" 5' -3" 4' -9" 0' -0" 0' -0" 10.020 0.032 6' -3" 6' -3" 6' -2" 6' -3" 6' -3" 6' -2" 6' -0" T -11" 5'4" 0.036 6' -9" 6' -9" 6'-8" 6' -9" 6' -9" 6'-8" 6' -6" 6'4" 6' -2" Steel 0.018 5' -3" 5' -2" 0' -0" 4'-8" 4' -7" 0' -0" 0' -0" 0' -0" 0' -0" Steel 0.024" T -4" 7' -4" 6' -10" 7' -0" 6' -11" 6' -10" 6' -7" 0' -0" 0' -0" ICC ESR 1953 (2012 IBC) 2/24/2014 Page 36 of 106 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 110 115 140 110 115 120 130 140 150 10 0.024 7' 5" 7' -2" 6' -2" 6'-6" 6' -2" 5' -9" 0' -0" 0 "' LIVE 0.030 8'-8" 8' -5" 7' -3" 7' 8" 7' -5'' 7' -3" 6' -9" 0' -0" 0' -0" 20 0.024 5' -10" 5' -9" 5' -3" 5' -5" 5'-4" 4' -5" 4' -3" 0' -0" 0' -0" LIVE 10.03016'-11"1 6' -9" 6' -2" 6' -5" 6' -3" 6' -0" 5' -10" 0' -0" 0' -0" 4.10 TABLE 4.12 SOLID COVERS 4.0: 2.5" PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5 "x6" Flat Panel Single Span) MU22 b 5 "YA" Flat Panel Wi flficnanl MI 197 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C 1 (psf) (in) 110 115 140 110 115 120 130 140 150 10 0.020 13' -8" 13' -3" 11' -1" 11' -11" 11' -5" 10' -11" 8' -2" T -7" T -1" LIVE 0.024 15' -6" 15' -1" 12' -11' 13' -11" 13' -4" 12' -9" 11' -9" 10' -10" 8' -3" 0.032 17' -2" 16' -10" 15' -6" 16' -0" 15' -9" 15' -6" 14' -7" 13' -6" 12' -7" 0.040 18' -5" 18'-1" 16' -8" 17' -2" 16' -11 " 16' -8" 16' -0" 15' -7" 15' -0" Steel 0.018 17' -7" 17' -1" 14' -3" 15' -5" 14' -9" 14' -1" 12' -11" 12' -0" 11' -2" 20 0.020 11' -3" 11' -0" 9' -2" 10' -7" 10' -5" 9' -1" 8' -2" T -7" T -1" LIVE 0.024 12' -9" 12' -6" 11' -8" 12' -0" 11' -10" 11' -5" 11' -1" 10'-7" 8' -3" 0.032 15' -1" 14' -11" 14' -3" 14' -7" 14' -5" 14' -1" 13' -9" 13'4" 12' -7" 0.040 16' -3" 16' -0" 15'4" 15' -7" 15' -5" 15' -1" 14' -10" 14' -5" 14'4" Steel 0.018 14' -7" 14' -4" 13'-4-'j13'-9-- T -6" 13' -7" 13'-1-'j12'-9'- 6' -1" 12'-0'-J11--2'- 8' -2" 25 0.020 11' -3" 170" 971" 10' -5" 9' -2" 9' -1" 8' -2" T -7" T -1" 0.024 12' -9" 12' -6" 11' -5" 11' -10" 11' -8" 11' -5" 10' -11" 10'-7" 8' -3" 0.032 15' -1" 14' -11" 14' -1" 14' -5" 14' -3" 14' -1" 13' -7" 13' -3" 12' -7" 0.040 16' -3" 16-0" 15' -1" 15' -5" 15' -3" 15' -1" 14' -8" 14' -5" 14'4" Steel 0.018114'-4" 6' -1" 14'-4--j13'-1" 10' -5" 13' -7" 13' -4" 13' -1" 12' -6" 12' -0" 11' -2" 30 0.020 10' -5" 9' -7" 8' -9" 9' -1" 8' -10" 8' -7" 8' -2" 7' -7" T -1" 0.024 11' -10" 11' -8" 10' -11' 11' -3" 11' -1" 10' -11" 10' -6" 9' -1" 8' -3" 0.032 14' -5" 14' -3" 13' -7" 13' -11" 13' -9" 13' -7" 13' -1" 12' -7" 12' -3" 0.040 15' -5" 15' -3" 14' -8" 14' -11" 14' -10" 14'4" 14' -3" 13' -11" 13' -8" Steel 0.018 13' -7" 13' -4" 12' -6" 12' -11" 12' -9" 12' -6" 12' -0" 11' -7" 11' -2" 40 0.020 8' -11" 8'4" 8' -2" 8' -5" 8' -3" 8' -1" T -9" T -6" T -1" 0.024 1 10' -9" 10' -7" 9' -3" 9' -7" 9'-4" 9' -2" 8' -10" 8' -7" 8' -2" 0.032 13' -5" 13-3" 12' -7" 12' -9" 12' -7" 12' -5" 12' -1" 11' -8" 11' -4" 0.040 14' -6" 14' -5" 13' -11' 14' -0" 13' -11" 13' -9" 13' -7" 13'4" 13-0" Steel 0.018 12' -4" 12' -2" 11' -7" 11' -9" 11' -7" 11' -5" 1V-2"11 0'-10" 10' -6" 60 0.020 T -9" T -8" T -2" T -5" T -3" T -2" T -0" 0' -0" 0' -0" 0.024 V -10" 8' -9" 8' -2" 8' -5" 8' -3" 8' -2" T -11" 0'4" 0' -0" 0.032 11' -0" 11' -0" 10' -11' 11' -0" 11' -0" 10' -11 10'-7" 10' -5" 0'-0" 0.040 12' -9" 12'.9" 12' -7" 12' -9" 12' -9" 12' -7" 12' -3" 12' -0" 11' -9" Steel 0.018 10' -2" 10' -2" 9' -6" 9' -9" 9' -7" 9' -6" 9' -2" 0'4" 0' -0" FABLE 4.13 2.5 "x8" Flat Panel (Single Span) MU21 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 110 115 140 110 115 120 130 140 150 10 0.022 11'4" 10' -11" T -3" 7' -10" T -6" 7' -2" 6' -7" 6' -1" 5' -8" LIVE 0.028 12' -11" 12' -6" 10' -6" 11'4" 10' -10" 8' -5" 7' -9" 7' -2" 6' -8" 15' -9" 0.035 14' -10" 14' -5" 12' -3" 13' -3" 12' -8" 12' -1" 11' -2" 8' -5" 7' -10" 16'-7" 0.040 16' -4" 15' -10" 13'-6" 14' -7" 13' -11" 13'-4" 12' -3" 11' -4" 10' -7" 20 0.022 8' -7" 8' -5" 7' -3" 7' -10" 7' -6" 7' -2" 6' -7" 6'-1" 5' -8" LIVE 0.028 10' -7" 10' -5" 8' -9" 9' -1" 8' -10" 8' -5" 7' -9" 7' -2" 6'-8" 9' -9" 0.035 12' -2" 12' -0" 11' -2" 11' -6" 11' -4" 10' -11 ' 10' -7" 8' -5" 7' -10" 11' -8" 0.040 13' -6" 13' -3" 12'-4" 12'-9" 12' -6" 12' -1" 11' -9" 11'-3" 10' -7" 25 0.022 8' -5" 8'-4" 7' -3" 7' -10" T -6" 7' -2" 6' -7" 6' -1" 5'-8" 8' -2" 0.028 10'.5" 10' -5" 8' -7" 8' -11" 8' -9" 8' -5" 7' -9" 7' -2" 6' -8" 0.024 0.035 12' -0" 12' -0" 10' -11' 1V4' 11' -2" 10' -11" 10' -6" 8' -5" 7' -10" 13' -2" 0.040 13' -3" 13' -3" 12' -1" 12' -6" 12'-4--j12'-1'. 11' -2" 11' -7" 11' -3" 10' -7" 30 0.022 8' -1" 7' -11" 7'4" T -6" 7' -4" 7' -2" 6' -7" 6' -1" 5' -8" 10' -5" 0.028 9' -3" V -1" 8' -3" 8' -7" 8'4" 8' -2" 7'4" 7' -2" 6' -8" 8' -3" 0.035 11' -4" 11' -2" 10' -6" 10' -9" 10' -7" 1 10' -6" 9' -1" 8' -5" 7' -10" 9' -5" 0.040 12' -6" 12' -4" 11' -7" 11' -11" 11' -9" 11' -7" 11' -1" 10' -8" 10' -5" 40 0.022 T -5" T -3" 6' -9" 7' -0" 6' -10" 6'-8" 6' -5" 6' -1" 5' -8" 13' -1" 0.028 8' -6" 8' -3" 7' -9" 8' -0" 7' -10" 7'4" T -4" 7' -2" 6' -8" 8' -3" 0.035 9' -9" 9' -6" 8' -11" 9' -2" 9' -0" 1 8' -10" 8' -5" 8' -3" T -10" 6' -7" 0.040 11' -5" 11' -3" 10' -8" 10' -10" 10' -8" 10' -6" 9'4" 9' -1" 8'4" 60 0.022 6' -5" 64" 5' -11" 6-1" 6' -0" 5' -11" 5' -9" 0' -0" 0'4" 13' -5" 0.028 7'4" T -3" 6' -10" 7' -0" 6' -11" 6' -10" 6' -7" 0' -0" 0' -0" V -0" 0.035 8' -5" 8' -4" 7' -10" 8' -1" T -11" T -10" 7' -7" 0'4" 0' -0" 6'4" 0.040 9' -4" 9' -3" 8' -8" 8' -11" 8' -9" 8' -8" 8' -5" 0' -0" 0' -0" TABLE 4.16 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 110 115 140 110 115 120 130 140 150 10 0.020 11' -5" 11' -1" 9' -9" 10' -2" 10'4" 9' -9" 9' -2" 8' -10" 8' -4" LIVE 0.024 13-3" 12' -10" 11' -4" 11' -10" 11' -7" 11' -4" 10' -8" 10' -3" 9' -9" 0.032 16' -3" 15' -9" 14' -0" 14' -7" 14' -3" 14' -0" 13' -2" 12' -8" 12'4" 0.040 18' -5" 18' -1" 16'-7" 17' -2" 16-11" 16' -7" 15' -7" 15' -0" 14' -3" Steel 0.018 14' -0" 13' -7" 12' -1" 12' -7" 12' -4" 12' -1" 11' -4" 10' -11" 10' -5" 20 0.020 9' -4" 9' -2" 8' -6" 8' -10" 8' -8" 8' -4" 8' -1" T -9" T -5" LIVE 0.024 10' -10" 10' -8" 9' -11" 10' -3" 10' -1" 9' -9" 9' -5" 9' -0" 8' -8" 0.032 13' -5" 13' -2" 12' -3" 12' -8" 12' -5" 12' -0" 11' -8" 11' -2" 10' -8" 0.040 15' -10" 15' -7" 14' -6" 15' -0" 14' -9" 14' -3" 13' -10" 13' -3" 12' -9" Steel 0.018 11' -7" 11' -4" 10'-7" 10' -11" 10'4" 10' -5" 9'4" 8' -7" 8' -2" 25 0.020 9' -2" 9' -2" 8' -4" 8' -8" 8' -6" 8' -4" 8' -0" 7' -9" T -5" 0.024 10' -8" 10' -8" 9' -9" 10' -1" 9' -11" 9' -9" 9' -3" 9' -0" 8' -8" 0.032 13' -2" 13' -2" 12' -0" 12' -5" 12' -3" 12' -0" 11' -6" 11' -2" 10' -8" 0.040 15' -7" 15' -7" 14' -3" 14' -9" 14' -6" 14' -3" 13' -7" 13' -3" 12' -9" Steel 0.018 11'-4" 11' -4" 10' -5" 10' -9" 10'-7" 10' -5" 8' -11" 8' -6" 8' -2" 30 0.020 8' -8" 8' -6" 8' -0" 8' -3" 8' -1" 8' -0" T -8" T -4" 7' -2" 0.024 10' -1" 9' -11" 9' -3" 9' -7" 9' -5" 9' -3" 8' -11" 8' -7" 8' -4" 0.032 12' -5" 12' -3" 11' -6" 11' -10" 11' -8" 11' -6" 11' -0" 10'-7" 10' -4" 0.040 14' -9" 14' -6" 13' -7" 14' -1" 13' -10" 13' -7" 13' -1" 12' -7" 12' -3" Steel 0.018110'-9" 6-11" 10' -7" 9' -0" 9' -5" 9' -2" 8' -11" 8' -7" 8' -3" T -11" 40 T -10" T -9" T -4" T -5" 7'-4" T -3" 7' -1" 6' -10" 6' -7" 10.020 0.024 9' -2" 9' -0" 8' -7" 8' -8" 8' -7" 8' -5" 8' -3" T -11" T -8" 0.032 11' -4" 11' -2" 10'-7" 10' -8" 10'-7" 10' -5" 10' -2" 9' -10" 9' -6" 0.040 13' -5" 13' -3" 12' -7" 12' -9" 12' -7" 12' -5" 12' -1" 11' -9" 11' -4" Steel 0.018 9' -3" V -0" 8' -5" 8' -9" 1 8' -6" 8'4" 8' -0" T -9" 7' -5" 60 6' -5" 6' -5" 6'4" 6' -5" 6' -5" 6'-4" 6' -2" 6' -1" 5' -11" 10.020 0.024 T -6" T -6" T -5" T -6" 7' -6" T -5" T -2" T -1" 6' -11" 0.032 9' -3" 9' -3" 9' -2" 9'4" 9' -3" 9' -2" 8' -11" 8' -9" 8' -6" 0.040 11' -0" 11' -0" 10' -11' 11' -0" 11' -0" 10' -11" 10'-7" 10' -5" 10' -2" Stee10.018 8' -0" T -11" 7' -5" T -8" 7' -6" 1 7' -5" T -2" 1 0' -0" 0' -0" TABLE 4.14 2.5 "x8" Flat Panel (MUltispan) MU21 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C ps (in) 110 115 140 110 115 120 130 140 150 10 0.022 9' -2" 8' -11" 7' -10" 8' -2" 8' -0" 7' -10" 7'-4" 7' -1" 6' -8" LIVE 0.028 10' -9" 10'-5" 9'-2" 9' -7" 9' -5" 9' -2" 8' -7" 8'4" 7' -10" 15' -0" 0.035 12' -5" 12' -1" 10' -8" 11' -2" 10' -11" 10' -8" 10' -0" 9' -8" 9' -2" 11' -9" 0.040 13'-8" 13' -3" 11' -9" 12' -3" 12' -0" 11' -9" 11' -0" 10' -7" 10' -1" 20 0.022 7' -6" 7' -4" 6' -10" 7' -1" 6-11" 6' -8" 6' -6" 6' -2" 5' -11" LIVE 0.028 8' -10" 8' -7" 8'4" 8'4" 8' -2" 7' -10" 7' -7" 7' -3" 7' -0" 8' -10" 0.035 10' -3" 10' -0" 9'-4" 9' -8" 9' -6" 9' -2" 8' -11" 8' -6" V -2" 12' -3" 0.040 11' -3" 11' -0" 10' -3" 10' -7" 10' -5" 10' -1" 9' -9" 9' -4" 9' -0" 25 0.022 7' -4" 7'-4" 6' -8" 6' -11" 6-10" 6' -8" 6'4" 6' -2" 5' -11" 10'-7" 0.028 8' -7" 8'-7" 7' -10" 8' -2" 8' -0" 7' -10" 7' -6" 7' -3" 7' -0" 0.027 0.035 10' -0" 10' -0" 9' -2" 9' -6" 9'-4" 9' -2" 8' -9" 8' -6" 8' -2" 13' -3" 0.040 11' -0" 11' -0" 10' -1" 10' -5" 10' -3" 10' -1" 9' -8" 9' -4" 9' -0" 30 0.022 6-11" 6-10" 6'4" 6' -7" 6' -6" 6'-4" 6' -1" 5' -10" 5' -8" 11' -6" 0.028 8' -2" 8' -0" 7' -6" 7' -9" 7' -7" 7' -6" 7' -2" 6' -11" 6' -9" 6'4" 0.035 9' -6" 9' -4" 8' -9" 9' -0" 8' -11" 8' -9" 8' -5" 8' -1" 7' -10" 8, -7" 0.040 10' -5" 10' -3" 9' -8" VA 1" 9' -9" 9' -8" 1 9' -3" 8' -10" 8' -8" 40 0.022 6' -3" 6' -2" 5' -10" 5' -11" 5' -10" 5' -9" 5' -8" 5' -5" 5' -3" 8' -5" 0.028 7' -5" 7' -3" 6-11" 7' -0" 6' -11" 6' -10" 6' -8" 6' -5" 6'4" 9' -2" 0.035 8' -8" 8' -6" 8' -1" 8' -2" 8' -1" 8' -0" 7' -9" 7' -6" 7'4" 5' -4" 0.040 9' -6" 9'4" 8' -10" 9'4" 8' -10" 8' -9" 8' -7" 8' -3" 8' -0" 60 0.022 5' -1" 5' -1" 4' -9" 4' -10" 4' -9" 4' -9" 4' -7" 0'-0" 0' -0" 9' -1" 0.028 6' -0" 6' -0" 6' -0" 6' -0" 6-0" 6-0" 5' -10" 5' -8" 5' -7" 11' -0" 0.035 7' -1" 7' -1" 7' -0" 7' -1" T -1" T -0" 6' -9" 6'-8" 6' -6" 5'-4" 0.040 7' -9" 7' -9" 7' -8" 7' -9" 1 7'4" T -8" T -6" 1 7'4" 7' -2" FABLE 4.17 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 37 of 106 2.5 "x12" Twin Vee Panel (Single Span) MU26 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 110 115 140 110 115 120 130 140 150 10 0.020 8' -11" 8' -9" T -7" 8' -0" T -11" T -7" 7' -2" 6' -8" 6' -3" LIVE 0.027 13' -3" 12' -11" 11' -4" 11' -11" 11' -8" 11' -4" 10' -8" 8' -10" 8' -2" 0.040 15' -3" 15' -0" 13' -10' 14' -3" 14' -0" 13' -10" 13' -3" 12' -11" 12' -6" Steel 0.018" 13' -8" 13' -3" 11' -9" 12' -4" 12' -0" 11' -9" 11' -1" 10' -7" 8' -0" Steel 0.024" 15' -11" 15' -6" 13'4-114-4- 13' -11" 14' -1" 13' -9" 12' -11" 12' -6" 11' -11' 20 0.020 T -9" T -7" 6' -10" T -2" 6' -11" 6'4" 6' -6" 6' -2" 5' -10" LIVE 0.02710' 1 -11" 10' -8" 8' -11" 9' -4" 9' -1" 8' -10" 8' -6" 8' -1" T -8" 0.040 13' -5" 13' -3" 12' -8" 12' -11" 12' -9" 12' -6" 12' -3" 11' -11" 11' -7" Steel 0.018" 11' -3" 11' -1" 9' -3" 10' -8" 10' -6" 9' -2" 8' -10" 8' -5" 8' -0" Steel 0.024" 13' -2" 12' -11" 12' -1" 12' -6" 12' -3" 11' -11" 11' -6" 11' -0" 10'-7" 25 0.020 7' -7" T -6" 6'-9" T -0" 6' -10" 6' -9" 6' -5" 6' -1" 5' -10" 0.027 10' -8" 10' -8" 8' -10" 9' -2" 8' -11" 8' -10" 8' -4" 8'-0" T -8" 0.040 13' -3" 13' -3" 12' -6" 12' -9" 12' -8" 12' -6" 12' -1" 11' -11" 11' -7" Steel 0.018" 11' -1" 11' -1" 9' -2" 10' -6" 9' -3" 9' -2" 8' -9" 8' -4" 8' -0" Steel 0.024" 12' -11" 12'-1111 11' -6" 12' -3" 12' -1" 11' -11" 11'4" 11' -0" 10' -7" 30 0.020 7' -3" T -2" 6' -6" 6'4" 6' -7" 6' -5" 6' -2" 5' -11" 5' -8" 0.027 9' -6" 9' -4" 8' -6" 8' -10" 8, -7" 8'-4" 8' -1" T -9" T -5" 0.040 12' -9" 12' -8" 12' -1" 12' -4" 12' -3" 12' -1" 11' -9" 11' -6" 11' -3" Steel 0.018" 10' -6" 9' -8" 8' -10" 9' -2" 8' -11" 8' -9" 8' -5" 8' -1" T -9" Steel 0.024" 12' -3" 12' -1" 11' -4" 11' -8" 11' -6" 11'-4" 10'-111-110,-6,, 9' -2" 9' -1" 40 0.020 6' -8" 6' -6" 6' -1" 6' -3" 6' -1" 6' -0" 5' -9" 5' -7" 5' -4" 0.027 1 8' -8" 8' -6" 7' -11" 8' -2" 8' -0" T -10" 7' -6" T -4" T -0" 0.040 12' -0" 11'-111 10' -1" 11' -7" 11' -6" 11' -5" 11' -2" 10' -10" 10' -6" Steel 0.018" 9' -1" 8' -10" 8' -3" 8' -6" 8' -4" 8' -2" T -10" T -7" 7'-4" Steel 0.024" 11' -2" 11' -0" 10' -6" 10' -7" 10' -6" 9' -7" 9' -2" 8' -11" 8' -7" 60 0.020 5'-4" 5' -6" 5' -5" 5'-4" 5' -2" 0'-0" 0' -0" 0.027 T -0" 7' -2" 7' -1" T -0" 6' -9" 0'-0" 0' -0" 0.040 10"7'-9" 9' -6" 9' -9" 9' -7" 9' -6" 9' -2" 0'-0" 0' -0" Steel 0.018" 7' -4" T -6" T -4" 7'-4" 7' -1" 0' -0" 0' -0" Steel 0.024" 8' -7" 8' -9" 8' -8" 8' -7" 8' -4" 0'4" 0' -0" TABLE 4.15 2.5 "x12" Twin Vee Panel (Multispan) MU26 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C psf) (I n) 110 115 140 110 115 120 130 140 150 10 0.020 10' -2" 9' -11" 8' -9" 9' -2" 8' -11" 8' -9" 8' -2" 7' -11" 7' -6" LIVE 0.027 13' -3" 12' -11" 11' -4" 11' -11" 11' -8" 11' -4" 10' -8" 10' -3" 9' -9" 0.040 15' -3" 15' -0" 13' -10' 14' -3" 14' -0" 13' -10" 13' -3" 12' -11" 12' -6" Steel 0.018" 12' -7" 12' -3" 10' -9" 11' -4" 11' -0" 10' -9" 8' -10" 8'4" 7' -11" Steel 0.024" 15' -5" 15' -0" 13' -4" 13' -11" 13' -7" 13'-4" 12' -6" 12' -1" 11' -6" 20 0.020 8'-4" 8' -2" 7' -7" T -11" 7' -9" T -6" T -3" 6-11" 6' -8" LIVE 0.02710' 1 -11" 10' -8" 9' -11" 1V -3" 10' -1" 9' -9" 9' -6" 9' -1" 8' -8" 0.040 13' -5" 13' -3" 12' -8" 12' -11" 12' -9" 12' -6" 12' -3" 11' -11" 11' -7" Stee10.018" 9' -7" 9' -5" 8' -5" 8' -10" 8' -7" 8' -4" 8' -0" T -7" 7' -2" Steel 0.024" 12' -9" 12' -6" 11' -8" 12' -1" 11' -11" 11'-6"111'-2" 10' -8" 9' -1" 25 0.020 8' -2" 8' -2" 7' -6" T -9" 7' -7" 7' -6" 7' -2" 6-11" 6' -8" 0.027 10' -8" 10' -8" 9' -9" 10' -1" 9' -11" 9' -9" 9'-4" 9' -1" 8' -8" 0.040 13' -3" 13' -3" 12' -6" 12' -9" 12' -8" 12' -6" 12' -1" 11' -11" 11' -7" Steel 0.018" 9' -5" 9' -3" 8' -4" 8' -8" 8' -5" 8'-4" T -11 " T -6" T -2" Steel 0.024" 12' -6" 12' -6" 11' -6" 11' -11" 11' -8" 11' -6" 11' -0" 10' -8" 9' -1" 30 0.020 7' -9" 7' -7" 7' -2" 7'-4" 7' -3" 7' -2" 6-10" 6' -7" 6' -5" 0.027 10' -1" 9' -11" 9' -4" 9' -7" 9' -6" 9'4" 8' -11" 8' -7" 8' -4" 0.040 12' -9" 12' -8" 12' -1" 12' -4" 12' -3" 12' -1" 11' -9" 11' -6" 11' -3" Steel 0.018" 8' -11" 8' -10" 8' -0" 8' -4" 8' -1" 7' -11" T -7" T -3" 6-11" Steel 0.024" 11' -11" 11' -8" 11' -0" 11' -4" 11' -2" 11' -0" 10' -6" 9' -2" 8' -9" 40 0.040 12' -0" 11' -11" 11' -6" 11' -7" 11' -6" 11' -5" 11' -2" 10' -10" 10' -6" Steel 0.024" 10' -10" 10' -8" 9'4" 9' -8" 9' -5" 9' -3" 8' -10" 8' -7" 60 1 0.040 10' -2" 10' -2" 10' -1" 10' -2" 10' -2" 10' -1" 9' -10" 9' -8" 9' -5" Steel 0.024" 8' -10" 8'-9" 8' -3" 8' -6" 8' -4" 8'-3" 8' -0" 0' -0" 0' -0" FABLE 4.18 Metals Building ProductE 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam(dcomcast.net FEB 24 2014 SOLID COVERS 4.0: MISCELLANEOUS SPANS FOR COMMERCIAL AND PATIO STRUCTURES - - I Wind Speed and Exposure - - - --' - nd -"_' �- Panel °v• --'•- •••- ^•- -r�^••i ^•��� Wind Speed and Exposure dLr FalUNV1l k1VIURIJP[1111 IVIVLJ Ground Panel Wind Speed and Exposure Snow Load Gaug Exposure B Exposure C oad Gaug Exposure B 2.5 "x24" Tri Vee Panel (Single) MU25 Ground Panel Wind Speed and Exposure Snow Load Gaug Exposure B (pst) (in) 110 115 140 110 10 0.018 7' -4" 7' -2" 5' -9" 6' -4" LIVE 0.024 8' -10" 8' -8" 6-11" T -7" 0.032 12' -2" 11' -10' 8' -5" 11' -0" 0.040 13' -4" 13' -2" 12' -0" 12' -6" Exposure C 115 120 130 6' -0" 5' -7" 5' -2" T -3" 6' -9" 6'4" 10' -9" 8' -2" 7' -7" 12' -4" 11' -9" 10' -11' 140 3' -2" 5' -10" T -1" 8' -4" 150 2' -9" 5' -5" 6' -7" T -9" 2.5 "x24" Tri Star Panel Ground Panel Snow Load Gauge (ps9 (in) 10 0.020 LIVE 0.025 0.032 Steel 0.015 Steel 0.018 (Single Wind Exposure 110 7' -4" 8' -8" 11' -7" 8' -10" 11' -8" and Speed 115 7' -2" 8' -6" 11' -4" 8' -7" 11' -5" Multispan) and Exposure B 140 6' -0" T -2" 8' -6" T -1" V -10" MU24 110 6' -7" T -10" 10' -6" 7' -10" 10' -6" Exposure 115 6' -4" T -6" 8' -11" T -6" 10' -3" 120 5' -10" T -0" 8'4" 6-11" 9' -7" C 130 5' -6" 6-8" 7' -11" 6-6" 8' -2" 140 5' -2" 6' -3" T -6" 6' -1" T -8" 150 4' -2" 5' -11" 7' -1" 5' -8" 7' -2" 24" Pattiport (Single Span) MU23 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B (psf) (in) 110 115 140 10 0.020 7' -11" 7' -9" 6' -7" LIVE 0.025 10'-11" 10' -7" 8' -0" 0.032 12' -5" 12' -2" 10' -9" 0.040 13' -4" 13' -1" 11' -11' 0.050 14' -4" 14' -1" 12' -10' Steel 0.018 11' -7" 11' -3" 8' -0" Steel 0.024 13' -5" 13' -1" 11' -5" Steel 0.030 14'-11"114'-6" 12'4" Exposure 110 115 7'-2" 6' -11" 8' -8" 8' -5" 11' -6" 11'4" 12' -6" 12' -4" 13' -5" 13' -2" 10' -6" 9' -0" 12' -2" 11' -11' 13' -6" 13-3" 120 6' -6" 7' -10" 10' -7" 11' -10" 12' -8" T -10" 11' -3" 12' -6" C 130 6' -1" T -5" 8' -9" 11' -6" 12' -4" 7' -3" 10' -9" 12' -1" 20 LIVE 0.018 0.024 0.032 0.040 6' -5" 7' -9" 9' -4" 11' -9" 6-2" 7' -6" 9' -1" 11' -7" 5' -6" 6' -8" 8' -1" 10' -7" 5' -10" 7' -0" 8' -6" 11' -2" 5' -8" 6' -10" 8' -4" 10' -9" 5' -6" 6' -7" 8' -0" 10' -5" 5' -2" 6' -3" 7' -7" 8' -11" 3' -2" 5' -10" 7' -1" 8' -4" 0' -0" 5' -5" 6-7" 1 7'4" 20 1 0.020 LIVE 0.025 0.032 Steel 0.015 Steel 0.018 6' -4" 7' -6" 8' -11" 7' -6" 9' -7" 67F T -3" 8' -8" 7' -3" 9' -5" 5' -4" 6' -5" 7' -8" 6' -3" 1 8' -7" 5' -8" UAW 8' -2" 6-9" V -1" 5' -6" 6' -8" T -11" 6-6" 8' -9" 5'4" 64" T -7" 6-2" 8' -5" 4' -5" 6' -1" 7' -3" 5' -10" 8' -1" 4' -1" 5' -9" 6-10" 5' -5" T -8" 0' -0" 5' -6" 6-7" 0' -0" 7' -2" 25 0.018 0.024 0.032 0.040 6' -4" 7' -7" 9' -3" 11' -9" 6' -2" 7' -6" 9' -1" 11' -7" 5' -6" 6-7" 8' -0" 10' -5" 5' -9" 6' -11" 8' -5" 10' -11' 5' -8" 6-10" 8'4" 10'4" 5' -5" 6-6" T -11" 9'4" 4' -8" 6' -2" 7'4" 8' -10" 3' -2" 5' -10" 7' -1" 8' -4" 0' -0" 5' -5" 6' -7" 7'4" 20 0.020 LIVE 0.025 0.032 0.040 0.050 Steel 0.018 Steel 0.024 Steel 0.030112'-6" 6' -11" 8' -5" 10' -7" 11' -10' 12' -8" 9' -0" 11' -3" 6-8" 8' -1" 10' -4" 11' -8" 12' -6" 8' -8" 11' -0" 12' -3" 11 6'4" 7'4" 8' -6" 10' -10' 11' -10' 7' -9" 9' -1" 1' -3" 11 6'4" T -8" 9' -0" 11' -4" 12' -3" 8' -2" 10'4" 1' -10' 6' -2" T -5" 8'4" 11' -0" 11' -11' 8' -0" 9' -4" 11' -6" 5' -11" 7'4" 8' -5" 10' -8" 11' -9" T -8" 9' -0" 11' -1" 5' -7" 6-10" 8' -0" 9' -2" 11' -4" T -3" 8' -7" 10' -8" 25 0.020 0.025 0.032 Steel 0.015 Steel 0.018 6-2" T -5" 8' -9" 7' -4" 9' -7" 6-1" 7' -3" 8' -8" T -3" 9' -5" 5' -3" 6' -4" 7' -7" 6-2" 8' -5" 5' -7" 6-9" 8' -0" 6' -7" 8' -11" 5' -6" 6' -8" 7' -11" 6-6" 8' -9" 5' -2" 6' -3" T -6" 6' -1" 8' -4" 4' -4" 6-0" 7' -2" 5' -9" 8' -1" 4' -1" 5' -9" 6' -10" 5' -5" T -8" 0' -0" 5' -5" 6'-6" 0' -0" 7' -2" 30 0.018 0.024 0.032 0.040 6-0" 7' -3" 8' -10" 10' -11' 5' -10" 7' -0" 8' -6" 10' -11' 5' -3" 6'-4" 7' -9" 9' -0" 5' -6" 6' -8" 8' -1" 10' -5" 5' -5" 6' -6" T -11" 9' -3" 5' -2" 6' -3" 7' -8" 8' -11" 4' -6" 6' -0" 7' -4" 8' -7" S -2" 5' -9" 7' -0" 8' -3" 1 0' -0" 5' -5" 6-7" 7'4" 30 1 0.020 0.025 0.032 Steel 0.015 Steel 0.018 5' -10" T -0" 8' -4" 6-11" 8' -11" 5' -8" 6' -10" 8' -2" 6' -9" 8' -11" 4' -7" 6' -1" 7'4" 5' -11" 8' -1" 5' -4" 6' -5" 7' -8" 6' -3" 8' -5" 5' -2" 6'-3" T -6" 6' -1" 8' -4" 4' -6" 6' -1" T -3" 5' -10" 7' -11" 4' -2" 5' -9" 6' -11" 5' -6" 7' -7" 4' -0" 5' -6" 6-8" 5' -2" T -5" 0' -0" 5' -3" 64" 0' -0" 7' -1" 40 0.018 0.024 0.032 0.040 5' -6" 6' -7" 8' -0" 9' -4" 5' -5" 6' -6" 7' -11" 9' -3" 4' -7" 5' -11" 7'4" 8' -6" 4' -9" 6' -2" 7' -6" 8' -10" 4' -8" 6' -1" T -5" 8' -8" 4' -6" 5' -10" T -1" 8' -4" 4' -4" 5' -8" 6' -11" 8' -1" 0' -0" 5' -5" 6' -7" 7'4" 0' -0" 5' -3" 6-5" 7' -6" Metals Building Products 5005 Veteran's Memorial Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Hwy pfESSlp PJ a5�' VP 8 * g. ZyyGi n f6 TABLE 4.25 60 0.018 0.024 0.032 0 .040 4' -7" 5' -9" 7'.0" 8' -3" 4' -6" 5' -9" 6' -11" 8' -2" 0' -0" 5' -3" 6' -5" 7' -6" 4' -4" 5' -6" 6' -8" 7' -9" 0' -0" 5' -5" 6' -7" 7' -9" 0' -0" 5' -3" 6' -5" 7' -6" 0' -0" 0' -0" 0' -n- 0' -0" 0' -0" 0' -0" 0' -0" 0' -0" 0' -0" 0' -0" 40 0.020 0.025 Stee10.015 Steel 0.018 5' -3" 6' -4" 6' -2" 8' -1" 5' -2" 6' -3" 6' -1" 7' -11" 4' -3" 5' -9" 5' -5" 7' -5" 6' -0" 5' -9" 7' -7" 5' -10" 5' -7" 7' -6" 5' -7" 5' -3" 7' -3" 5' -5" 4' -6" 7' -0" 5' -2" 0' -0" 6' -9" 0' -0" 0' -0" 6' -6" TABLE 4.21 60 0.020 4' -3" 4' -2" 0' -0" 3' -11" 0' -0" 0' -0" 0' -0" 0' -0" 0' -0" Steel 0.030 14' -2" 13' -9" 12' -1" 12' -10" 12' -7" 11' -10" 11' -5" 25 0.01816-10" 5' -9" 4' -5" 5'4" 5' -3" 4'4" 4' -1" T -10" 0.025 0.032 Steel 0.015 Steel 0.018 5' -6" 6-8" 5' -2" 6' -6" 5' -6" 6' -7" 4' -10" 6' -6" 0'4" 6' -1" 0' -0" 6'-4" 5' -3" 6' -4" 4' -6" 6' -6" 5' -2" 6'4" 0' -0" 6' -5" 0' -0" 6-0" 0' -0" 6' -3" 0' -0" 0'4" 0' -0" 6' -1" 0' -0" 0'4" 0' -0" 5' -11" 0' -0" 0' -0" 0' -0" 5' -9" Lynchburg, VA 24503 carlputnam @comcast.net q Cly X� OFCpL1F0� FEB 24 2014 20 0.020 T -5" T -4" 6' -8" T -1" 6' -10" 6' -7" 6'4" o��.,a�� c1..a o,...,,1 io:..,.1...._a u..la:__ -_..., �.,., 6' -11" 6' -10" 6' -6" TABLE 4.23 2.5 "x94" Tri Vaa Panel /Multicnanl CAI 19r, _ -•• _ --- •- _ - -- 0.024 9' -4" 9' -2" Ground Panel - - I Wind Speed and Exposure - - - --' - nd -"_' �- Panel °v• --'•- •••- ^•- -r�^••i ^•��� Wind Speed and Exposure dLr FalUNV1l k1VIURIJP[1111 IVIVLJ Ground Panel Wind Speed and Exposure Snow Load Gaug Exposure B Exposure C oad Gaug Exposure B Exposure C Snow Load Gaug Exposure B Exposure C (pst) (in) 110 115 140 110 115 120 130 140 150 ) (in) 110 115 140 110 115 120 130 140 150 (pst) (in) 110 115 140 110 115 120 130 10 0.018 T -3" 7' -0" 6' -0" 6' -6" 6' -3" 5' -10" 5' -7" 5' -3" 4' -0" 0.020 10' -9" 10' -6" 7' -11" 8' -7" 8' -3" 7'-9" 7' -4" 6' -10" 6' -5" 10 0.020 9' -0" 8' -9" 7' -7" 8' -1" 7' -11" 7' -5" 7' -2" LIVE 0.024 9' -1" 8' -10" 7' -8" 8' -2" 8' -0" 7' -6" 7' -2" 6' -10" 6' -6" E r20 0.024 12' -3" 11' -11' 10' -5" 11'-1" 10' -10" 8' -11" 8' -4" 7' -10" 7'-4" LIVE 0.025 10' -11" 10' -7" 9' -2" V -10" 9' -7" 9' -0" 8' -8" 0.032 11' -1" 10' -10' 9' -5" 10' -0" 9' -10" 9' -2" V -10" 8' -5" 8'-0" 0.032 13' -6" 13' -3" 12' -1" 12' -7" 12' -5" 11' -11" 11' -6" 10' -11' 10' -5" 0.032 12' -5" 12' -2" 10' -9" 11' -6" 11' -3" 10' -7" 10' -2" 0.040 13' -b" 12' -7" 11' -0" 11' -9" 11' -5" 10' -9" 10' -4" 9' -10" 9' -5" 0.040 14' -5" 14' -2" 12' -11' 13' -6" 13' -4" 12'-9" 12' -6" 12' -1" 11' -8" 0.040 13' -4" 13' -1" 11' -11' 12' -6" 12' -4" 11' -10" 11' -6" 0.050 14' -4" 14' -1" 12' -10' 13' -5" 13' -2" 12' -8" 12'-4" 20 0.018 5' -10" 5' -9" 4' -6" 5' -6" 5' -3" 4' -5" 4' -2" 3' -10" 3' -8" 0.020 8' -3" 8' -0" 7' -2" 7' -7" 7'-4" 7' -1" 6' -9" 6' -5" 6' -2" IVE 0.024 7' -6" 1 7'-4' 6' -8' 1 7' -1" 6 -10" 1 6 -7" 6' -3' 1 6' -0" 5' -9" 0.024 9' -6" 1 9 -2" 8' -2" 1 8 -8" 8 -5' 8' -1' 7'-8" 1 7 -4" 7' -0" Steel 0.018 10' -5" 10' -2" 8' -10" 9' -5" 9' -2" V -8" 8'-4" 0.032 9' -2" 9' -0" 8' -3" 8' -8" 8' -5" 8' -2" 7'-9" 7'-6" 7' -2" 0.032 11' -11 11' -8" 10' -9" 11' -3" 10' -11" 10' -7" 9' -1" 8' -7" 8' -3" Steel 0.024 12' -5" 12' -1" 10' -7" 11' -3" 11'4" 10'4" 10'4" 0.040 10' -9" 10'-7" 9' -8" 10' -2" Y -10" 9' -6" 9' -1" 1 8' -9" 8' -5" 0.040 12' -9" 12' -8" 11' -11' 12' -4" 12' -1" 11' -10" 11' -4" 10' -11" 10' -6" Steel 0.030 14' -2" 13' -9" 12' -1" 12' -10" 12' -7" 11' -10" 11' -5" 25 0.01816-10" 5' -9" 4' -5" 5'4" 5' -3" 4'4" 4' -1" T -10" 3-8" 25 0.020 8' -2" 8' -0" T -1" 7' -5" 7' -4" T -0" 6-8" 6' -5" 6' -1" 20 0.020 T -5" T -4" 6' -8" T -1" 6' -10" 6' -7" 6'4" 0.024 7' -6" 7' -4" 6' -7" 6' -11" 6' -10" 6' -6" 6' -3" 6' -0" 5' -9" 0.024 9' -4" 9' -2" 8' -1" 8' -6" 8' -5" 8' -0" T -7" 7'-4" T -0" LIVE 0.025 9' -0" 8' -10" 8' -1" 8' -6" 8' -3" 8' -0" 7' -8" 0.032 9' -2" 9' -0" 8' -2" 8' -6" 8' -5" 8' -0" T -9" T -6" 7' -2" 0.032 11' -11' 11' -8" 1 10'-7" 11' -1" 10' -11" 10' -5" 8' -11" 8' -7" 8' -2" 0.032 10' -7" 10' -4" 9' -6" 10' -0" 9' -8" 9'4" 9' -0" 0.040 10' -9" 10'-7" 9' -6" 10'4" 9' -10" 9' -5" 9' -1" 8' -9" 8' -5" 0.040 12' -9" 12' -8" 11' -10' 12' -2" 12' -1" 11' -8" 11' -4" 10' -11" 10' -6" 0.040 11' -10" 11' -8" 10' -10' 11' -4" 11' -0" 10' -8" 10' -3" 0.050 12' -8" 12' -6" 11' -10' 12' -3" 11' -11' 11' -9" 11' -4" 30 0.018 5' -4" 5' -4" 4' -3" 4' -6" 4'4" 4' -2" 3' -11" 3'4" T -6" 30 0.020 7' -9" T -7" 6' -10" 7' -2" 7'4" 6' -9" 6' -6" 6' -3" 5' -11" 0.024 6-11" U -11" 6' -3" 6-7" 6' -6" 6' -2" 5' -11" 5' -9" 5' -7" 0.024 8' -11" 8' -8" T -10" 8' -2" 8' -0" 7' -8" T -5" 7' -1" 6' -9" Steel 0.018 8' -8" 8' -6" 7' -9" 8' -2" 7' -11" 7' -8" 7' -4" 0.032 8' -6" V -6" 7' -9" 8' -2" 8' -0" T -8" T -4" 7' -2" 6-11" 0.032 11'4" 11' -1" 9' -2" 10' -7" 10' -5" 9' -1" 8' -8" 8' -4" 8' -0" Steel 0.024 10' -4" 10' -2" 9' -4" V -10" 9' -6" 9' -2" V -10" 0.040 10' -0" 10' -011 9' -1" 9'4" 9' -5" 9' -0" 8' -8" 8' -5" 8' -2" 0.040 12' -2" 1 12' -2" 11'-4" 11' -10" 11' -8" 1 11' -3" 10' -9" 10' -6" 8' -11" Steel 0.03011 V-1 O' 11' -7" 10' -8" 11' -3" 110--10-110'-6" 10' -1" 40 0.018 4' -5" 4' -4" 3' -10" 4' -1" 4' -0" T -9" 3'4" 3' -5" 3'4" 40 0.020 7' -1" 7' -0" 6' -5" 6' -8" 6' -6" 6' -3" 6' -1" 5' -10" 5' -8" Table 4.26 0.024 6' -3" 6' -2" 5' -9" 5' -11" 5' -10" 5' -8" 5' -6" 5' -4" 4' -7" 0.024 8' -1" 8' -0" 7' -4" 7' -7" 7' -6" 7' -2" 7' -0" 6' -8" 6' -5" 0.032 7' -9" 7' -8" 7' -2" T -4" T -3" T -1" 6' -10" 6-8" 6' -5" 0.032 Y -6" 9' -4" 8' -7" 8' -11" 8' -9" 8' -5" 8' -2" T -10" T -7" 0.040 9' -1" 9' -0" 8' -5" 8' -8" 8' -6" 8' -4" 8' -1" T -9" 7' -7" 0.040 11'-4" 11' -3" 10' -6" 10' -9" 10' -8" 10' -5" 1 9' -2" 8' -10" 8' -6" 60 0.018 3' -9" 3' -8" T -4" 3' -6" T -5" 3' -3" 0'-0" 0' -0" 0' -0" 60 0.020 6' -3" 6' -2" 5' -8" 5' -11" 5' -10" 5' -8" 0' -0" 0' -0" 0' -0" 0.024 5' -2" 5' -2" 4' -7" 4' -9" 4' -9" 4' -7" 0' -0" 0' -0" 0' -0" 0.024 7' -1" 7' -0" 6' -6" 6' -9" 6' -8" 6' -5" 0' -0" 0' -0" 0' -0" 0.032 6' -5" 6' -5" 6' -3" 6' -5" 6' -4" 6' -2" 6' -1" 5' -11" 5' -9" 0.032 8' -4" 8' -3" T -8" 7' -11" 7' -10" 7' -7" 0' -0" V -0" 0' -0" TABLE 4.24 0.040 T -7" 7' -7" T -4" 7' -7" 7' -6" 7' -3" 7' -2" T -0" 6' -10" 0.040 9' -4" 9' -3" 8' -7" 8' -11" 8' -10" 8' -6" 0' -0" 0' -0" 0' -0" TAQI C A 77 SOLID COVERS 4.0: WESTERN PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 "x12" Western Vee Panel (Single Span) MU35 4 "x12" Western Vae Panel (Multicnnnl MI 135 Ground Panel Wind Speed and Exposure Snow Load Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 115 130 140 115 130 140 (psf) (in) 115 130 140 115 130 140 7' -6" 6' -9" 5' -11" 5' -6" 5' -8" 3' -6" 3' -3" 0.020 5' -8" 4' -4" 4' -0" 4' -2" 3' -8" 3' -4" LIVE 0.024 10' -5" 7' -6" 6' -11" 7' -2" 6'4" 5' -10" LIVE 0.025 7' -6" 6' -10" 6' -5" 6' -7" 5' -11" 5' -8" 0.032 13' -6" 11' -11' 11' -0" 11' -4" 8' -2" 7' -7" 0.032 10' -0" 9' -2" 8' -8" 8' -11" 8' -1" 7' -8" 0.040 17' -1" 15' -0" 13' -11' 14' -4" 12' -8" 11' -9" 0.040 12' -10' 11' -10' 11' -2" 11' -6" 10' -5" 10' -0" Steel 0.018 16' -9" 15' -6" 14' -2" 14' -10' 12' -6" 11' -7" Steel 0.018 13' -0" 11' -9" 11' -1 " 11' -5" 10' -2" 9' -8" Steel 0.024 19' -6" 18' -1" 17' -3" 17' -8" 16' -3" 15' -7" Steel 0.024 16' -8" 15' -2" 14'-4" 14' -9" 13' -4" 12' -9" 20 0.020 6' -9" 5' -11" 5' -6" 5' -8" 3' -6" 3' -3" 20 0.020 4' -0" 3' -8" 3' -5" 3' -6" 3' -2" 2' -11" 0.024 10' -5" 7' -6" 6'-11" 7' -2" 6'4" 5' -10" 0.025 5' -11 " 5' -8" 5' -5" 5' -6" 4'4" 4' -1 " 0.032 13' -6" 11' -11 11' -0" 11' -4" 8' -2" 7' -7" 0.032 8' -1" 7' -8" 7' -4" 7' -6" 6-11" 6' -7" 0.040 17' -1" 15' -0" 13' -11' 14' -4" 12' -8" 11' -9" 0.040 10' -5" 10' -0" 9' -7" 9'4" 9' -1" 8' -7" Steel 0.018 12' -6" 11' -7" 10' -10' 11' -2" 7' -10" 7' -2" Steel 0.018 10' -2" 9' -8" 9' -2" 9' -5" 8' -7" 8' -0" Steel 0.024 16' -3" 15' -8" 15' -2" 15' -5" 14' -6" 13' -10' Steel 0.024 13' -4" 12' -9" 12' -2" 12' -5" 11' -6" 10' -10' 25 0.020 6' -9" 5' -11" 5' -6" 5' -8" 3' -6" 3' -3" 25 0.020 3' -11" 3' -7" 3'4" 3' -5" 3' -1" 2' -11" 0.024 10' -5" 7' -6" 6-11 " 7' -2" 6' -4" 5' -10" 0.025 5' -11 " 5' -6" 5' -3" 5' -5" 4' -3" 4' -0" 0.032 13' -6" 11' -11' 11' -0" 11' -4" 8' -2" 7' -7" 0.032 8' -1" 7' -6" 7' -3" 7' -4" 6-10" 6' -7" 0.040 17' -1 " 15' -0" 13' -11' 14' -4" 12' -8" 11' -9" 0.040 10' -5" 9' -9" 9' -5" 9' -7" 8' -11 " 8' -7" Steel 0.018 12' -6" 11' -2" 10' -5" 10' -10' 7' -8" 7' -0" Steel 0.018 10' -2" 9' -5" 8' -11 " 9' -2" 8' -4" 8' -0" Steel 0.024 16' -3" 15' -5" 14'-11'115'-2" 14' -3" 13' -10' Steel 0.024 13'-4" 12' -5" 11' -11' 12' -2" 11' -3" 10' -10' 30 0.020 6' -9" 5' -11 " V -6" 5'-8" 3' -6" 3' -3" 30 0.020 3' -8" 3' -4" 3' -2" 3' -3" 2' -11 " 2' -9" 0.024 10' -5" 7' -6" 6' -11" 7' -2" 6' -4" 5' -10" 0.025 5' -5" 5' -2" 4' -4" 4' -5" 4' -1" 3' -10" 0.032 13' -6" 11' -11' 11' -0" 11' -4" 8' -2" 7' -7" 0.032 7' -4" 7' -1" 6' -10" 6' -11" 6' -5" 6' -2" 0.040 17' -0" 15' -0" 13' -11' 14' -4" 12' -8" 11'4" 0.040 9' -7" 9' -3" 8' -11" 9' -1" 8' -6" 8' -1" Steel 0.018 10' -10' 8' -6" 7' -10" 8' -1 " 7' -2" 6' -7" Steel 0.018 9' -2" 8' -9" 8' -4" 8' -7" 7' -10" 7'-4" Steel 0.024 15' -2" 14' -8" 14' -3" 14' -6" 13' -5" 12' -5" Steel 0.024 12' -2" 11' -8" 11' -3" 11' -6" 10' -8" 10' -2" 40 0.020 6' -7" 5' -11 " 5' -6" 5' -8" 3' -6" 3' -3" 40 0.020 3' -2" 3' -0" 2' -10" 2' -11 " 2' -8" 2' -2" 0.024 10' -5" 7' -6" 6' -11 " 7' -2" 6' -4" 5' -10" 0.025 4'-4" 4' -2" 3' -11 " 4' -0" 3' -8" 3' -6" 0.032 13' -1" 11' -11' 11' -0" 11' -4" 8' -2" 7' -7" 0.032 6' -7" 6' -3" 6' -2" 6' -2" 5' -10" 5' -7" 0.040 15' -8" 15' -0" 13' -11' 14' -4" 12' -8" 11' -9" 0.040 8' -7" 8' -2" 8' -1" 8' -1" 7' -9" 7' -5" Steel 0.018 7' -10" 7'-4" 6' -10" 7' -0" 6' -2" 5' -10" Steel 0.018 8' -0" 7' -6" 7' -4" 7'-4" 6' -11" 6' -7" Steel 0.024 13' -10' 12' -9" 12' -5" 12' -5" 1 11'-6" 101-9.11 Steel 0.02410' -10' 10'-4" 10' -2" 10' -2" 9' -8" 9' -3" 6 -7 - - - - -7 - - - - 01-01. 0.024 7' -10" 7' -3" 6' -11" 7' -0" 6'-4" 0' -0" 0.025 3' -7" 3' -5" 3'-4" 3'-4" 3' -2" 0' -0" 0.032 10' -10' 10' -10' 10' -9" 10' -10' 8' -2" 0' -0" 0.032 1 5' -2" 5' -2" 4' -8" 5' -2" 4' -6" 0' -0" 0.040 13' -0" 13' -0" 12' -11' 13' -0" 12' -7" 11'4" 0.040 6-10" 6' -10" 6' -9" 6-10" 6' -7" 6' -5" Steel 0.018 6' -1" 5'-8" 5' 74" 5' -5" 0' -0" 0' -0" Steel 0.018 5' -11" 5' -11" 5' -10" 5' -11" 5' -7" 5' -5" Steel 0.024 9'-4" 8' -8" 8' -3" 8' -5" 7' -9" 0'-0" Steel 0.024 8' -6" 8'-6" 8' -5" 1 8' -6" 1 8' -1" 7' -11" I AISLE 4.27 TABLE 4.28 3 "x24" Western Panel (Single Span) MU39 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 115 130 140 115 130 140 10 0.07 7' -4" 6' -5" 6' -0" 6' -2" 1 5' -5" 3' -7" LIVE 0.025 10' -5" 8' -2" 7' -6" 7' -9" 6' -10" 6'-4" 8' -2" 0.032 13'-4" 12' -4" 11' -9" 12' -0" 10' -10' 8' -2" 10' -7" 0.040 15' -7" 14' -10' 14' -4" 14' -7" 13' -3" 12' -4" Steel 0.018 13' -3" 12' -3" 11' -8" 12' -0" 11' -0" 10'-7" 10' -10' 0.025 8' -0" 7' -6" 7' -2" 7'4" 6' -10" 6' -4" 7' -1 " 0.032 11' -0" 10' -8" 9' -3" 10' -5" 1 8' -9" 8' -2" 9' -2" 0.040 13' -5" 13' -0" 12' -6" 12' -9" 11' -11' 11' -5" Steel 0.018 11' -0" 10'-7" 9' -3" 10' -5" 8' -9" 8' -4" 25 0.020 6' -3" 5' -11 " 5' -8" 5' -9" 5' -5" 3' -7" 4' -6" 0.025 7' -11 " 7' -5" 7' -1 " 7' -2" 6' -9" 6'-4" 6' -3" 0.032 11' -0" 10' -5" V -1" 9' -3" 8' -8" 8' -2" 0.04011' 0.040 13' -5" 12' -9" 12'-4" 12' -6" 11' -9" 11' -5" Steel 0.018 11' -0" 10' -5" 9' -1" 9' -3" 8' -8" 8' -3" 30 0.020 6' -0" 5' -8" 5-5" 5' -6" 5' -2" 3' -7" 6' -6" 0.025 7' -6" 7' -1 " 6' -10" 6' -11 " 6' -6" 6' -3" 8' -6" 0.032 9' -8" 9' -1 " 8' -9" 8' -10" 8' -4" 8' -0" 9' -11 " 0.040 12' -6" 12' -1" 11' -9" 11' -11' 11' -3" 10' -10' Steel 0.018 9' -7" 9' -1" 8' -9" 8' -10" 8' -4" 8' -0" 40 0.020 5' -5" 5' -3" 4' -9" 4' -9" 4' -6" 3' -7" 8' -2" 0.025 6' -10" 6' -7" 6' -5" 6' -5" 6' -1" 5' -11" 9' -8" 0.032 8' -9" 8' -5" 8' -2" 8' -3" 7' -9" 7' -7" 7' -8" 0.040 11' -5" 11' -0" 10' -10' 10' -10' 10' -5" 9' -3" Steel 0.018 8' -9" 8' -5" 8' -2" 8' -3" 7' -9" 7' -7" 60 0.020 4' -7" 4' -4" 0' -0" 4'-4" 0'4" 0' -0" 0.025 6' -0" 5' -9" 5' -8" 5' -8" 5' -5" 0'4" 0.032 7' -8" 7' -5" 7' -3" 7' -3" 7' -0" 0' -0" 0.040 9' -5" 9' -1 " 8' -10" 8' -11 " 8' -7" 0' -0" Steel 0.018 7' -8" 7' -5" 7' -3" 7'-4" 7' -0" 0' -0" Metals Building Products 5005 Veteran's Memorial Hwv Holbrook, NY 11741 (631) 563 -4000 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 39 of 106 FABLE 4.29 FEB 24 2014 3 "x24" Western Panel (Multispan) MU39 Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C (psf) (in) 115 130 140 115 130 140 7' -3" 6' -7" 6' -4" 6' -5" 5' -11 " 5' -8" LIVE 0.025 9' -2" 8' -5" 8' -0" 8' -2" 7' -6" 7' -2" 0.032 11' -9" 10' -10' 10'-4" 10' -7" 9' -8" 9' -4" 0.040 14' -5" 13' -4" 12' -8" 13' -0" 11' -11' 11' -6" Steel 0.018 12' -1 " 11'-1". 10' -7" 10' -10' 9' -10" 9' -5" 0.025 7' -6" 7' -2" 6' -11 " 7' -1 " 6' -7" 6' -3" 0.032 9' -8" 9' -4" 9' -0" 9' -2" 8' -6" 8' -2" 0.04011' -11' 11' -6" 11' -1" 11' -3" 10' -6" 10' -1" Steel 0.018 9' -10" 9' -5" 9' -1" 9' -3" 8' -7" 8' -2" 25 0.020 5' -11" 5' -6" 5'4" 5' -5" 4' -6" 4' -3" 0.025 1 7' -6" 7' -1 " 6' -10" 6' -11 " 6' -6" 6' -3" 0.032 9' -8" 9' -2" 8' -10" 9' -0" 8' -5" 8' -2" 0.04011' -11' 11' -3" 10' -10' 11' -1" 10' -4" 10' -1" Steel 0.018 9' -10" 9' -3" 8' -11 " 9' -1 " 8' -5" 8' -2" 30 0.020 5' -5" 5' -3" 4' -7" 5' -2" 4' -4" 4' -1 " 0.025 1 6' -11" 6' -8" 6' -6" 6' -7" 6' -2" 5' -11" 0.032 9' -0" 8' -8" 8' -5" 8' -6" 8' -0" 7' -9" 0.040 11' -1 " 10' -8" 10'-4" 10' -6" 9' -11 " 9' -6" Steel 0.018 9' -1" 8' -9" 8' -5" 8' -7" 8' -0" 7' -8" 40 0.020 4' -7" 4'-4" 4' -2" 4' -3" 3' -11 " 3' -10" 0.025 1 6' -3" 6-0" 5' -11 " 5' -11 " 5' -8" 5' -6" 0.032 8' -2" 7' -10" 7' -9" 7' -9" 7' -5" 7' -2" 0.040 10' -1 " 9' -8" 9' -6" 9' -6" 9' -2" 8' -10" Steel 0.018 8' -2" 7' -9" 7' -8" 7' -8" 7' -4" 7' -0" 60 0.020 3' -11" 3' -9" 3' -7" 3' -8" 3' -6" 0' -0" 0.025 5' -2" 5' -2" 4'4" 4' -9" 4' -7" 0' -0" 0.032 6' -8" 6' -8" 6' -8" 6' -8" 6' -5" 6' -4" 0.040 8' -3" 8' -3" 8' -2" 8' -3" 8' -0" 7' -10" Stee10.018 6' -6" 6'-6" 1 6' -5" 6'-6" 6' -2" 6-0" Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam @comcast.net TABLE 4.30 SOLID COVERS 4.0: PANEL SCREW SPACINGS MAXIMUM ALLOWABLE TRIB WIDTH FOR PANEL /HEADER/SCREW COMBINATIONS Headers Panel thickness (in) Number of #10 Sheet Metal Screws Required per foot at Header /Panel Connection 2 3 4 2 3 4 2 3 4 3 4 5 115 mph Exp B 115 mph Exp C 130 mph Exp C 140 mph Exp C All Beams 0.018 MAX MAX MAX 4' MAX MAX 3' MAX I MAX MAX MAX MAX II Fascia 0.018 MAX MAX MAX MAX MA M M MAX MAX M --M-77- M eams II Fascia 7' All Fascia 0.02 6' M MA 3 5' MA MAX: 4' 5 MAX 5' 6' M eams All Fas cia 7' MAX 5' MAX MAX MAX 3' MAX MAX All Fascia 0.024 MAX I MAX MAX 5' MAX MAX 4' MAX MAX MAX MAX MAX All Beams 0.027 9' MAX MAX 6' MAX MAX 5' 7' MAX 6' MAX MAX All Fascia 0.027 MAX MAX MAX MAX 1 MAX MAX 5' MAX MAX MAX MAX MAX All Beams 0.032 10' MAX MAX 7' 11' MAX 6' 9' MAX 7' 10' MAX State Fascia 0.032 MAX MAX MAX 7' MAX MAX 5' MAX MAX MAX MAX MAX 0.040" Fascia 0.032 MAX MAX MAX 7' MAX MAX 6' MAX MAX MAX MAX MAX Steel 24 Ga Fascia 0.032 MAX MAX MAX 7' MAX MAX 6' MAX MAX MAX MAX MAX All other Fascia 0.032 MAX MAX MAX 7' MAX MAX 6' MAX MAX MAX MAX MAX Alum 3x8 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX All Other Beams 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX State Fascia 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.040" Fascia 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX Steel 24 Ga Fascia 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX All Other Fascia 0.036 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX Alum 3x8 0.04 11' MAX MAX 8' 12' MAX 6' 9' MAX 8' 11' MAX All Other Beams 0.04 13' MAX MAX 9' MAX MAX 7' 11' MAX 9' MAX MAX State Fascia 0.04 MAX MAX MAX 7' MAX MAX 5' 8' MAX 7' MAX MAX 0.040" Fascia 0.04 MAX MAX MAX 8' MAX MAX 6' MAX MAX 8' MAX MAX Steel 24 Ga Fascia 0.04 MAX MAX MAX MAX MAX MAX 7' MAX MAX MAX MAX MAX All Other Fascia 0.04 MAX MAX MAX 8' MAX MAX 6' MAX MAX MAX MAX MAX Alum 3x8 0.05 MAX MAX MAX 8' MAX MAX 6' MAX MAX MAX MAX MAX All Other Beams 0.05 MAX MAX MAX MAX MAX MAX 9' MAX MAX MAX MAX MAX State Fascia 0.05 MAX MAX _NVU7 MAX -VAX- MAX -MAX- MAX MAX 5' MAX MAX MAX MAX MAX Fascia 0.05 MAX MAX 1 6' -VAX MAX MAX--VAX--VAX- Steel 24 Ga Fascia 0.05 MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX MAX' MAX All Other Fascia MAX I MAX MAX MAXI-VAX- MAX All panel MICMIeSSes are for aiumrnum All Steel Panels use 0.050" thickkness "MAX' means maximum possible tributary width Double 2 "x6.5" require the specified number of screws per header Other double headers only require the given number If panel thickness is not listed then use next smallest gauge. This table specifies screws per foot of panel, 6" panels would use half the number per panel, 24" panels would use double per panel Fable 4.19 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 40 of 106 MAXIMUM ALLOWABLE TRIB WIDTH FOR PANEL /HEADER/SCREW COMBINATIONS Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 FEB 24 2014 Table 4.20 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam @comcast.net Number of #14 Sheet Metal Screws Required per foot I Panel at Header /Panel Connection thickness Headers 1 I 2 2 I 3 1 2 I 3 (in) 115 mph Exp C 130 mph Exp C 140 mph Exp C All Beams MAX MAX MAX MAX MAX MAX MAX 0.018 All Fascia MAX tX5' MAX MAX MAX MAX MAX MAX 0.018 All Beams II Fascia 7' M MAX MAX 3' MAX MA 0.020 All eams All Fas cia 7' MAX 5' MAX MAX MAX 3' MAX MAX 0.024 All Beams 8' MAX 6' MAX MAX MAX 4' MAX MAX 0.027 All Fascia MAX MAX 5' MAX MAX MAX 3' MAX MAX 0.027 All Beams 8' MAX 6' MAX 9' MAX 4' 8' MAX 0.032 State Fascia 7' MAX 5' MAX MAX MAX 3' MAX MAX 0.032 0.040" Fascia 8' MAX 6' MAX MAX MAX 4' MAX MAX 0.032 Steel 24 Ga Fascia MAX MAX 7' MAX MAX MAX 5' MAX MAX 0.032 All other Fascia MAX MAX 6' MAX MAX MAX 4' MAX MAX 0.032 1 Alum 3x8 MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 All Other Beams MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 State Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 0.040" Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 Steel 24 Ga Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 All Other Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.036 Alum 3x8 8' MAX 6' 12' 9' MAX 4' 8' MAX 0.040 All Other Beams 13' MAX 9' MAX MAX MAX 6' MAX MAX 0.040 State Fascia 7' MAX 5' MAX MAX MAX 3' 7' MAX 0.040 0.040" Fascia 8' MAX 6' MAX MAX MAX 4' 8' MAX 0.040 Steel 24 Ga Fascia MAX MAX MAX MAX MAX MAX 6' MAX MAX 0.040 All Other Fascia 9' MAX 6' MAX MAX MAX 4' MAX MAX 0.040 Alum 3x8 8' MAX 6' MAX MAX MAX MAX MAX MAX 0.050 All Other Beams MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.050 State Fascia MAX MAX 1 5' MAX I MAX MAX MAX MAX MAX 1 0.050 0.040" Fascia MAX MAX 6' MAX MAX MAX I MAX MAX MAX 0.050 Steel 24 Ga Fascia MAX MAX MAX MAX MAX MAX MAX MAX MAX 0.050 All Other Fascia MAX I MAX 6' 1 MAX MAX I MAX MAX MAX MAX 0.050 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 FEB 24 2014 Table 4.20 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam @comcast.net SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND ARFA! TABLE 5.1 0.042 "x3 "x8" Detail MU76 Double 0.042 "x3 "x8" Detail MU 113 Double 0.040 "x2 "x6.5" MU113 B Attached Freestanding of 25 Attached Freestanding of C Attached Freestanding of 27 29 Structure Multispan Units 21 Structure Multispan Units 27 Structure Multispan Units GROUND TRIB POST MAX 23 25 MAX POST LENGTH MAX C 22 MAX POST LENGTH MAX 28 13' -11" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' ' 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACINE POST SIZE CONSTRAINED FOOTE SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" I (FT) TYPE "d" "d" "d" "d" 26 9 5 13' -7" 8'-8" (in) I (in) (in) (in) 22 24 (in) I (in) (in) (in) C 24 (in) (in) (in) (in) I 10 3 22' -8" 11'-8" B 19 24 25 27 16-11" C 22 26 27 29 15' -0" B 21 24 26 27 LIVE 3.5 19' -5" 101-8" B 20 23 25 26 15' -8" C 22 25 27 28 13' -11" B 22 24 25 27 LOAD 4 17' -0" 9-11" B 20 23 24 26 14' -7" C 23 25 27 28 12' -11" C 22 23 25 26 ONLY 4.5 15' -1" 9' -2" B 20 23 24 25 13'-8" C 23 25 26 27 12' -2" C 22 23 25 26 9 5 13' -7" 8'-8" B 21 22 24 25 12' -11" C 24 24 26 27 11'-6" C 23 23 24 26 20 5.5 12'4" 8' -2" B 21 22 23 25 12' -3" D 24 24 26 27 10' -11" C 23 23 24 25 21 6 11' -0" T-8" B 21 22 23 24 11'-8" D 24 24 25 27 10' -5" C 23 23 24 25 22 6.5 10' -5" T-4" B 21 22 23 24 11' -2" D 25 25 25 26 19 -0" C 24 24 24 25 22 7 9'-8" T -0" B 22 22 23 24 101-8" E 25 25 25 26 9' -7" D 24 24 24 25 7.5 9' -1" 6'$" C 22 22 22 24 10' -3" E 25 25 25 26 9' -3" D 24 24 24 24 8 8'-6" 6-4" C 22 22 22 23 9' -11" E 25 25 25 26 8'41" D 24 24 24 24 8.5 8' -0" 6' -1" C 22 22 22 23 9' -6" E 26 26 26 26 8' -T' E 25 25 25 25 9 T-6- 5' -10" C 22 22 22 23 9' -2" E 26 26 26 26 8'-4" E 25 25 25 25 9.5 T -2" 5'-8" C 22 22 22 23 8' -11" E 26 26 26 26 8' -1" E 25 25 25 25 10 6-9" 5' -5" C 22 22 22 23 V -8" F 26 26 26 26 7' -10" E 25 25 25 25 11 6-2" 5' -1" C 23 23 23 23 8' -2" F 26 26 26 26 T -5" E 26 26 26 26 12 6-8" 4'4" C 23 23 23 23 7'-8" F 27 27 27 27 T -1" E 26 26 26 26 13 5' -2" 1 4' -6" C 23 23 23 23 7'4" F 27 27 1 27 1 27 6-9" 1 F 1 26 1 26 1 26 26 10 3 22' -8" 10' -6" B 21 25 27 28 16-4" C 24 28 29 31 13' -8" B 23 26 27 29 LIVE 3.5 19' -5" 9' -7" B 21 25 26 28 14' -2" C 24 27 29 30 12' -7" C 23 25 27 28 LOAD 4 17' -0" 8' -10" B 22 24 26 27 13' -2" C 25 27 28 30 11' -9" C 24 25 27 28 ONLY 4.5 15' -1" 8' -2" B 22 24 26 27 174" D 25 26 28 29 11' -0" C 24 25 26 28 9 5 13' -7" T-8" B 22 24 25 27 11'-8" D 26 26 28 29 10-5" C 25 25 26 27 20 5.5 17-4" T -3" B 23 23 25 26 11' -0" E 26 26 27 29 9-11" C 25 25 26 27 21 6 11'4" 6' -10" B 23 23 25 26 10'5" E 26 26 27 28 9' -5" D 25 25 25 27 22 6.5 10' -5" 6' -5" C 23 23 24 26 10' -0" E 27 27 27 28 9' -0" D 26 26 26 26 22 7 9'4" 6' -2" C 23 23 24 25 9' -T' E 27 27 27 28 8'-8" E 26 26 26 26 7.5 9' -1" 5' -10" C 23 23 24 25 9' -2" E 27 27 27 28 8.4, E 26 26 26 26 8 8'-6" 5' -7" C 24 24 24 25 8' -10" E 27 27 27 27 8' -0" E 27 27 27 27 8.5 8' 4" 64" C 24 24 24 25 8'-6" F 28 28 28 28 7' -9" E 27 27 27 27 9 T5" 5' -2" C 24 24 24 25 8' -2" F 28 28 28 28 r-6" E 27 27 27 27 9.5 T -Z' 4'41" C 24 24 24 24 T -11" F 28 28 28 28 T -3" E 27 27 27 27 10 6' -9" 4' -9" C 24 24 24 24 T-8" F 28 28 28 28 T -0" E 27 27 27 27 11 6-2" 4' -5" C 24 24 24 24 T -3" F 29 29 29 29 6'-8" F 28 28 28 28 12 5'-8" 4' -1" C 24 24 24 24 V -10" F 29 29 29 29 6'4" F 28 28 28 28 13 5' -2" 1 T -10" r C 1 25 1 25 1 25 1 25 111 6' -5" 1 F 1 29 1 29 29 29 j 6-0" 1 F 1 28 1 28 1 28 1 28 10 3 22'4" 11'-4" B 20 24 26 27 16'-6" C 22 26 28 29 14' -T' B 21 25 26 27 LIVE 3.5 19-61 1Y41 B 20 24 25 26 15' -2" C 23 26 27 29 13' -0" B 22 24 26 27 LOAD 4 IT-al 9' -T' B 21 23 25 26 14' -2" C 23 25 27 28 12' -T' C 22 24 25 27 ONLY 4.5 15' -1" 8' -11" B 21 23 24 26 13' -3" C 24 25 27 28 11' -10" C 23 23 25 26 9 5 13' -7" 8'4" B 21 23 24 25 12'5" C 24 25 26 28 11' -2" C 23 23 25 26 20 5.5 1Z41 r -10" B 21 22 24 25 11' -10" D 25 25 26 27 10' -7" C 24 24 24 26 21 6 11'4" T -5" B 22 22 23 25 11'-4" D 25 25 26 27 10' -1" C 24 24 24 25 22 6.5 10' -5" T -1" B 22 22 23 25 10' -9" E 25 25 25 27 9'-8" C 24 24 24 25 22 7 91-8" 6'-8" B 22 22 23 24 10'4" E 25 25 25 26 9'4" D 25 25 25 25 7.5 9' -1" 6' -5" C 22 22 23 24 9' -11" E 26 26 26 26 8' -11" D 25 25 25 25 8 8'-6" 6-1" C 22 22 23 24 9' -7' E 26 26 26 26 8'4- D 25 25 25 25 8.5 8' -0" 5' -10" C 22 22 22 24 9' -2" E 26 26 26 26 8'4" E 25 25 25 25 9 7'-6" 5'-8" C 23 23 23 23 8' -11" E 26 26 26 26 8' -1" E 25 25 25 25 9.5 T -2" 5' -5" C 23 23 23 23 8' -T' F 26 26 26 26 T -10" E 26 26 26 26 10 6-9" 5' -3" C 23 23 23 23 8'4" F 27 27 27 27 T -T' E 26 26 26 26 11 6' -2" 4' -10" C 23 23 23 23 7' -10" F 27 27 27 27 7-2" E 26 26 26 26 12 1 S$" 4' -T' C 23 23 23 23 T -5" F 27 27 27 27 6' -10" F 26 26 26 26 13 5' -2" 4' -3" C 23 23 23 23 7' -1" F 27 27 27 27 6!-V' S F 27 27 27 27 20 0.042 "x3"x8" Detail MU76 11' -10" Double 0.042 "x3 "x8" Detail MU113 Double 0.040 "x2 "x6.5" MU 113 18 Attached Freestanding of 26 Attached Freestanding of 21 Attached Freestanding of 28 12' -2" Structure Multispan Units 24 Structure Multispan Units 11 4.5 Structure Multispan Units GROUND TRIB POST MAX 24 25 MAX POST LENGTH MAX 22 25 MAX POST LENGTH MAX 11'4" C MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' ' 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC- POST SIZE CONSTRAINED FOOTERSPACINC T -11" POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" I "d" I "d" I I (FT) TYPE "d" "d" "d" "d" 9 5 7' -1" 6' -8" C (in) (in) (in) (in) I 23 24 (in) (in) (in) (in) 23 24 (in) (in) (in) (in) I 20 3 11' -10" 9' -2" B 18 23 25 26 13'4" C 21 25 27 28 12' -2" C 20 24 25 26 4.5 3.5 10' -2" 8' -5" B 19 23 24 25 12' -7" C 22 25 26 28 11'4" C 21 23 25 26 6 4 8' -11" 7'-8" B 19 22 24 25 11'-8" D 22 24 26 27 10' -5" C 21 23 24 26 7.5 4.5 T -11" T -2" B 19 22 23 25 10' -11" E 22 24 25 27 9-9" C 22 23 24 25 9 5 7' -1" 6' -8" C 20 22 23 24 10' -3" E 23 24 25 26 9' -3" D 22 22 24 25 20 5.5 6' -5" 6'4" C 20 21 23 24 9' -8" E 23 23 25 26 8' -9" D 22 22 23 25 21 6 5' -11" 5-10" C 20 21 22 24 9' -2" E 23 23 25 26 8'-4" E 22 22 23 24 22 6.5 5' -5" 5' -T' C 20 21 22 23 8' -9" E 23 23 24 26 V -0" E 23 23 23 24 22 7 5' -1" 5'4" C 20 21 22 23 8' -5" F 24 24 24 25 7'4" E 23 23 23 24 7.5 4'4" 5'4" C 20 20 22 23 8' -0" F 24 24 24 25 7'4' E 23 23 23 24 8 4' -5" 4' -9" C 21 21 22 23 T -8" F 24 24 24 25 T.1" E 23 23 23 24 8.5 4' -2" 4' -6" C 21 21 21 23 T -5" F 24 24 24 25 6' -10" F 24 24 24 24 9 1 T -11" 4'-4" C 21 21 21 22 T -2" F 24 24 24 25 6' -T' F 24 24 24 24 9.5 3' -9" 4' -2" C 21 21 21 22 11 6' -11" F 1 25 1 25 1 25 1 25 6' 4" F 24 24 24 24 20 3 11' -10" 8'-6" B 20 25 26 28 12' -9" C 23 27 29 30 11' -5" C 22 25 27 28 4.5 3.5 10' -2" T -9" B 21 24 26 27 11'-8" D 24 27 28 30 10'4" C 23 25 27 28 6 4 8' -11" T -1" B 21 24 25 27 10' -10" E 24 26 28 29 9' -9" D 23 25 26 28 7.5 4.5 T -11" 6' -T' C 21 23 25 26 10' -1" E 24 26 27 29 9' -1" D 24 24 26 27 9 5 T -1" 6' -1" C 21 23 25 26 9' -6" E 25 25 27 28 8' -T' E 24 24 25 27 20 5.5 6' -5" 5' -8" C 22 23 24 26 9' -0" E 25 25 27 28 8' -2" E 24 24 25 27 21 6 5' -11" 5'4" C 22 22 24 25 8'4" F 25 25 26 28 7'4" E 25 25 25 26 22 6.5 5' -5" 5' -1" C 22 22 24 25 8' -1" F 26 26 26 27 T -5" E 25 25 25 26 22 7 6-1" 4' -9" C 22 22 23 25 T -9" F 26 26 26 27 7' -1" E 25 25 25 26 7.5 4' -9" 4'4' C 22 22 23 25 7' -5" F 26 26 26 27 6'4" F 25 25 25 26 8 4' -5" 4'4' C 22 22 23 24 T -1" F 26 26 26 27 6-6" F 26 26 26 26 8.5 4' -2" 4' -1" C 22 22 23 24 6-10" F 27 27 27 27 6' -3" F 26 26 26 26 9 3' -11" S -11" C 23 23 23 24 6' -7" F 27 27 27 27 15.4. F 26 26 1 26 1 26 9.5 3-9" 3' -9" C 23 23 23 24 6'4' F 27 27 27 27 5' -10" F 26 26 26 26 25 25 3 11'-4" 9' -1" B 18 23 25 3.5 9'-8" 8'4' B 19 23 24 4 6-IT, 7' -T' B 19 22 24 4.5 T5" T -1" B 19 22 23 5 6'4" 6' -T' C 20 22 23 5.5 6' -2" 6-2" C 20 21 23 6 6-8" 5' -9" C 20 21 22 6.5 5' -2" 6-VI C 20 21 22 7 4' -10" 5' -2" C 20 21 22 7.5 4'4" 4' -11" C 20 20 22 8 4' -3" 4'-8" C 20 20 21 8.5 4' -0" 4'4" C 21 21 21 9 1 3' -9" 4' -3" C 1 21 1 21 1 21 115 MPH EXPOSURE C or 130 MPH EXPOSURE B E 3 11' 4" 8' 4. B 20 25 26 3.5 91-8" T -T' B 20 24 26 4 8'S" 6-11" B 21 24 25 4.5 T-6" 6' -5" C 21 23 25 5 6' -9" 5' -11" C 21 23 25 5.5 6' -2" F -T' C 21 23 24 6 6-8" 5' -3" C 22 22 24 6.5 5' -2" 4' -11" C 22 22 24 7 4' -10" 4'-8" C 22 22 23 7.5 4'-6" 4' -5" C 22 22 23 8 4' -3" 4' -2" C 22 22 23 8.5 4' -0" 4' -0" C 1 22 22 1 23 9 3'4" T -10" C 22 22 23 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 41 of 106 26 13'-6" C 21 25 25 12' -5" D 21 25 25 1115" D 22 24 25 10' -9" E 22 24 24 10' -2" E 23 24 24 9' -7" E 23 23 24 9' -1" E 23 23 23 8' -8" F 23 23 23 8' -3" F 24 24 23 T -11" F 24 24 23 T -T' F 24 24 23 T4" F 24 24 22 T -1" F 1 24 1 24 U 28 1Z -0" C 23 27 27 11'-6" D 23 26 27 101-8" E 24 26 26 9-11" E 24 26 26 9'4" E 25 25 26 8' -10" E 25 25 25 8'4" F 25 25 25 T -11" F 25 25 25 T.T' F 26 26 24 T -3" F 26 26 24 6-11" F 26 26 24 6'-8" 1 F 26 26 24 6-5" F 26 26 27 28 12' -1" C 26 28 11'4" C 26 27 10'-4" C 25 27 91-8" D 25 26 9-2" D 25 26 8'-8" E 25 26 8'4" E 24 26 T -10" E 24 25 T-6" E 24 25 7'4" E 24 25 T -0" F 24 25 6'-9" F 24 25 6' -6" F Q�yOFEI 29 30 28 30 28 29 �� V 27 29 U 27 28 "4 2 27 8 26 28 26 27 26 OFC 26 27 26 1 27 1 FEB 2 26 1 26 26 26 20 24 25 26 21 23 25 26 21 23 24 26 21 23 24 25 22 22 24 25 22 22 23 25 22 22 23 24 23 23 23 24 23 23 23 24 23 23 23 24 23 23 23 24 23 23 23 23 24 24 24 24 42014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.1 0.042 "x3 "x8" Detail MU76 22' -8" Double 0.042 "x3 "x8" Detail MU113 Double 0.040 "x2 "x6.5" MU113 21 Attached Freestanding oI 29 Attached Freestanding of 24 Attached Freestanding of 31 13'4" Structure Multispan Units 26 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 27 28 MAX POST LENGTH MAX 25 28 MAX POST LENGTH MAX 12' -3" C MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB 3PACINC POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 26 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11' 5 13' -7" T -5" B (in) (in) (in) (in) 26 27 (in) (in) (in) (in) 26 26 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 10' -2" B 21 26 27 29 16 -0" C 24 28 30 31 13'4" C 23 26 28 29 LIVE 3.5 19' -5" 914" B 22 25 27 28 13' -10" C 25 28 29 31 12' -3" C 24 26 27 29 LOAD 4 17' -0" 8' -T' B 22 25 26 28 12' -10" C 25 27 29 30 11' -5" C 24 25 27 28 ONLY 4.5 15' -1" 8' -0" B 23 24 26 27 12' -0" D 26 27 28 30 10' -9" C 25 25 27 28 11' 5 13' -7" T -5" B 23 24 26 27 11'1" D 26 26 28 29 10' -2" C 25 25 26 28 5.5 12'-4" T -0" B 23 24 25 27 10'4" E 27 27 28 29 9' -8" D 26 26 26 27 6 11'-4" 6-7" C 23 23 25 26 10' -2" E 27 27 27 29 9' -2" D 26 26 26 27 6.5 10' -5" 6' -3" C 24 24 25 26 9' -9" E 27 27 27 29 8' -9" D 26 26 26 27 7 9'-8" 5' -11" C 24 24 24 26 9.4, E 28 28 28 28 8' -5" E 27 27 27 27 7.5 9' -1" 6-8" C 24 24 24 26 8' -11" E 28 28 28 28 8' -1" E 27 27 27 27 8 8'-6" 6 -5" C 24 24 24 25 8' -T' F 28 28 28 28 T -10" E 27 27 27 27 8.5 8' -0" 6 -2" C 24 24 24 25 8' -3" F 28 28 28 28 7'-6" E 27 27 27 27 9 7'-6" 4' -11" C 24 24 24 25 8' -0" F 28 28 28 28 T -3" E 28 28 28 28 9.5 T -2" 4' -9" C 24 24 24 25 T -8" F 29 29 29 29 T -1" E 1 28 28 1 28 1 28 10 6-9" 4' -T' C 25 25 25 25 T -5" F 29 29 29 29 6-10" F 28 28 28 28 11 1 6-2" 1 4'4" 1 C 1 25 1 25 1 25 25 T -0" 1 F 1 29 1 29 1 29 1 29 11 6-5" F 28 28 28 28 20 3 11' -10" 9' -5" B 18 23 24 25 14' -0" C 21 25 26 28 12' -5" C 20 23 25 26 Structure 3.5 10' -2" 8' -T' B 18 22 24 25 12' -10" C 21 24 26 27 11'-6" C 20 23 24 26 MIN 4 8' -11" T -11" B 19 22 23 25 11' -11" D 21 24 25 27 101-8" C 21 22 24 25 CONSTRAINED FOOTERSPACIN 4.5 T -11" T4" B 19 22 23 24 11' -2" D 22 24 25 26 10' -0" C 21 22 24 25 11' 5 T -1" 6' -10" C 19 21 23 24 10'-6" E 22 23 25 26 9' -5" D 21 22 23 25 5.5 6' -5" 6' -5" C 19 21 22 24 9' -11" E 22 23 24 26 8' -11" D 22 22 23 24 6 5' -11" 6-0" C 20 21 22 23 9' -5" E 23 23 24 25 8' -6" E 22 22 23 24 6.5 5' -5" 6-8" C 20 20 22 23 9' -0" E 23 23 24 25 8' -2" E 22 22 23 24 7 5' -1" 5' -5" C 20 20 22 23 8' -T' F 23 23 24 25 T -10" E 22 22 22 24 7.5 4' -9" 5' -2" C 20 20 21 23 8' -3" F 23 23 23 25 T -0" E 23 23 23 23 8 4' -5" 4' -11" C 20 20 21 22 T -11" F 24 24 24 25 T -3" E 23 23 23 23 8.5 4' -2" 4'-8" C 20 20 21 22 T -T' F 24 24 24 24 T -0" F 23 23 23 23 9 S -11" 4'-6" C 20 20 21 22 7'4" F 24 24 24 24 6' -9" F 23 23 23 23 9.5 1 3' -9" 1 4'4" 1 C 1 20 1 20 1 21 1 22 11 T -1" 1 F 1 24 1 24 1 24 1 24 11 6'-6" 1 F 1 23 23 1 23 23 20 3 11' -10" 8' -8" B 20 24 26 27 13' -0" C 23 27 28 30 11' -T' C 22 25 26 28 Structure 3.5 10' -2" 7' -11" B 20 24 25 27 11' -11" D 23 26 28 29 19-8" C 22 24 26 27 MIN 4 8' -11" T -3" B 20 23 25 26 11' -1" E 23 26 27 29 9' -11" C 23 24 26 27 CONSTRAINED FOOTERSPACIN 4.5 T -11" 6'$' C 21 23 25 26 10' 4" E 24 25 27 28 9'4" D 23 24 25 27 11' 5 7' -1" 6-3" C 21 23 24 26 9' -9" E 24 25 26 28 8' -9" D 23 23 25 26 5.5 6' -5" 5' -10" C 21 22 24 25 9-2" E 25 25 26 28 8.4, E 24 24 25 26 6 5' -11" 6-6" C 21 22 24 25 81-W F 25 25 26 27 T -11" E 24 24 24 26 6.5 6 -5" 5' -2" C 21 22 23 25 8' -3" F 25 25 26 27 T-6" E 24 24 24 26 7 5' -1" 4' -11," C 22 22 23 24 T -11" F 25 25 25 27 7'-3" E 25 25 25 25 7.5 4' -9" 4'-8" C 22 22 23 24 7' -T' F 26 26 26 26 6' -11" F 25 25 25 25 8 4'a" 4' -5" C 22 22 23 24 7'4" F 26 26 26 26 6-8" F 25 25 25 25 8.5 4' -2" 4'-3" C 22 22 22 24 T -0" F 26 26 23 26 V-S' F 25 25 25 25 9 S -11" 4' 4" C 22 22 22 24 6' -8" F 26 26 26 6' -2" F 25 25 25 25 9.5 T -9" T -10" C 22 22 22 23 6'-6" F 26 26 t2]6 26 11 6' -0" F 26 26 1 26 1 26 10 3'-6" T -8" C 22 22 22 23 6' -3" F 26 26 26 6 -10" 1 F 1 26 26 26 26 UU-K aL ina i KUG i wrya run i HESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 115 MPH EXPOSURE B 30 0.042 "x3 "x8" Detail MU76 Double 0.042 "x3 "x8" Detail MU 113 Double 0.040 "x2 "45" MU113 B Attached Freestanding of 24 Attached Freestanding of C Attached Freestanding of 26 28 Structure Multispan Units 20 Structure Multispan Units 26 Structure Multispan Units GROUND TRIB POST MAX 22 24 MAX POST LENGTH MAX D 21 MAX POST LENGTH MAX 27 10'4" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTE 8' I 10' I 12' LOAD (FT) ON SLAB SPACIN POST SIZE CONSTRAINED FOOTS PACIN POST SIZE CONSTRAINED FOOTERSPACIN 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 21 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 25 11' 5 5' -8" 6' -0" (in) (in) (in) (in) 21 23 (in) (in) (in) (in) E 22 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 3 9' -6" 8' -5" B 18 23 24 25 12' -8" C 20 25 26 28 11' -3" C 20 23 25 26 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 7'4" B 18 22 24 25 11' -7" D 21 24 26 27 10'4" C 20 23 24 26 8' 4 T -1" T -0" B 19 22 23 24 10' -9" E 21 24 25 27 9' -8" D 21 22 24 25 n/a 4.5 6-4" 6' -6" C 19 21 23 24 10' -0" E 22 24 25 26 9' -0" D 21 22 24 25 11' 5 5' -8" 6' -0" C 1 19 21 23 24 9' -5" E 22 23 25 26 8' -6" E 21 22 23 25 5.5 5' -2" 5' -8" C 19 21 22 23 8' -11" E 22 23 24 26 8' -1" E 22 22 23 24 6 4'4" 5' -3" C 19 21 22 23 8' -5" F 23 23 24 25 T -8" E 22 22 23 24 6.5 4'4" 5'4" C 19 20 22 23 8' -0" F 23 23 24 25 T -4" E 22 22 23 24 7 4' -1" 4' -9" C 20 20 22 23 T -8" F 23 23 24 25 T.0" E 22 22 22 24 7.5 T -9" 4' -6" C 20 20 21 23 7'4" F 23 23 23 25 6-9" F 23 23 23 23 8 3'-6" 4' -3" C 20 20 21 22 7'-0" F 23 23 23 24 6' -5" F 23 23 23 23 8.5 1 3'-4" 1 4'4" C 20 1 20 1 21 1 22 11 V -9" F 23 23 23 24 6' -T' F 23 23 23 23 30 3 9-6" T -10" B 20 24 26 27 11' -10" D 23 27 28 30 10' -7" C 22 25 27 28 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" T -1" B 20 24 25 27 10' -10" D 23 26 28 29 9'4" C 22 25 26 28 8' 4 T -1" 6' -6" C 20 23 25 26 10' -1" E 23 26 27 29 9' -1" D 23 24 26 27 n/a 4.5 64" 6'4" C 21 23 25 26 9'4" E 24 25 27 28 V -6" E 23 24 25 27 11' 5 5' -8" 5' -T' C 21 23 24 26 8' -10" E 24 25 27 28 8' -0" E 23 24 25 26 5.5 5' -2" 5' -2" C 21 22 24 25 8' -3" E 24 25 26 28 7'-7" E 24 24 25 26 6 4' -9" 4' -10" C 21 22 24 25 T -10" F 25 25 26 27 7'-2" E 24 24 25 26 6.5 4'4" 4' -7" C 21 22 23 25 T -5" F 25 25 26 27 6' -10" F 24 24 24 26 7 1 4' -1" 1 4'4" 1 C 1 21 1 22 1 23 1 24 11 T -1" 1 F 1 25 1 25 1 25 1 27 11 6' -6" 1 F 1 25 1 25 1 25 1 25 OVER- Post Description Max Hat POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum Twin 0.062 "x1.5 "x1.5" Scroll HANG B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (Fr) 6' T 8' 9' 10' 11' 17 IT 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 45 S 5.5' 6' 65 T 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' v 6.6 T 7.5' 8' 8.5' 9 95 10' 105 11' 11.5' 2' n/a n/a n/a 55 6' 6.5' 7' 7.6 8' 8.5' 9 9.6 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max Hat POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E IMU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H Muss Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" SquarE 12' K MU50 3/16 "x3 "x3" Steel Squarf 12' L MU93 TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POSTI Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3"x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3116 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Squar( d= 42" 14' K MU93 3/16 "x6 "x6" Steel Squart d= 47" 15' L I MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9-10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2124/2014 Page 42 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outn amO- comcast.net FEB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND ARFA1 TABLE 5.5 5" RF Fascia (Detail MU16) 6.5" RF Fascia (Detail MU15 ) 6" Extruded Fascia Detail MU31) 18 Attached Freestanding of 25 Attached Freestanding of 19 Attached Freestanding of 26 14' -T' Structure Multis an Units 24 Structure Multispan Units LIVE Structure Multis an Units GROUND TRIB POST MAX 24 25 MAX POST LENGTH MAX 19 23 MAX POST LENGTH MAX 13-6" B MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 19 I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB 3PACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" "d" 25 5 13' -7" 6-10" B (in) (in) (in) (in) 23 24 (in) (in) (in) (in) 20 22 (in) (in) (in) (in) 10 3 22' -8" 9' -7" A 18 23 24 25 10'-6" A 19 23 25 26 14' -T' B 21 24 26 27 LIVE 3.5 19' -5" 8'-8" A 18 22 24 25 9' -6" B 19 23 24 25 13-6" B 21 24 25 26 LOAD 4 17' -O" T -11" A 19 22 23 25 8' -8" B 19 22 24 25 12' -5" C 22 23 25 26 ONLY 4.5 15' -1" T -4" B 19 22 23 24 8' -0" B 19 22 23 25 11' -6" C 22 23 24 26 25 5 13' -7" 6-10" B 19 21 23 24 T -5" B 20 22 23 24 10' -9" C 22 22 24 25 24 5.5 12'-4" 6' -5" B 19 21 22 24 6' -11" B 20 21 23 24 10' -1" C 23 23 24 25 24 6 11'-4" 6' -0" B 20 21 22 23 6' -6" B 20 21 22 24 9'-6" C 23 23 23 25 24 6.5 10' -5" 5' -8" B 20 20 22 23 6' -1" B 20 21 22 23 9' -0" C 23 23 23 24 23 7 9'-8" 5' -5" B 20 20 22 23 5' -9" B 20 20 22 23 8'-6" C 23 23 23 24 23 7.5 9' -1" 5' -2" B 20 20 21 23 5'-6" B 20 20 22 23 8' -1" C 23 23 23 24 23 8 8'-6" 4' -11" B 20 20 21 22 5' -2" B 20 20 21 23 T -9" C 23 23 23 24 23 8.5 8' -0" 4'-8" B 20 20 21 22 5' -0" B 21 21 21 22 T -5" C 24 24 24 24 23 9 T-6" 4'-6" B 20 20 21 22 4' -9" B 21 21 21 22 T -1" C 24 24 24 24 22 9.5 T -2" 4' -3" B 20 20 21 22 4' -6" B 21 21 21 22 6' -10" C 24 24 24 24 B 10 6-9" 4' -1" B 20 20 21 22 4'-4" B 21 21 21 22 6-7" C 24 24 24 24 11 6' -2" 3-10" B 21 21 21 21 4' -0" B 21 21 21 22 6' -1" D 24 24 24 24 12 5' -8" 3' -T' B 21 21 21 21 T -9" B 21 21 21 21 5' -9" D 24 24 24 24 B 13 5' -2" 3'-4" B 21 21 21 21 3'-6" B 21 21 21 21 11 5' -0" 1 D 1 24 1 24 1 24 1 24 10 3 22' -8" 8'-6" A 20 24 26 27 9' -3" B 20 25 26 28 13' -2" B 23 26 27 29 LIVE 3.5 19' -5" T-8" A 20 24 25 27 8'-4" B 20 24 26 27 12' -0" C 23 25 27 28 LOAD 4 17' -0" T -0" B 20 23 25 26 7' -7" B 21 24 25 27 11' -0" C 23 25 26 28 ONLY 4.5 15' -1" 6' -6" B 20 23 24 26 7' -0" B 21 23 25 26 10' -2" C 24 24 26 27 25 5 13' -7" 6' -0" B 21 23 24 25 6' -5" B 21 23 24 26 9' -5" C 24 24 25 27 24 5.5 12'-4" 5' -7" B 21 22 24 25 6' -0" B 21 23 24 25 8' -10" C 24 24 25 26 24 6 11'-4" 5' -3" B 21 22 23 25 5' -T' B 21 22 24 25 8'-4" C 24 24 25 26 24 6.5 10' -5" 5' -0" B 21 22 23 24 5' -3" B 22 22 23 25 T -10" C 25 25 25 26 23 7 9'-8" 4'-8" B 21 21 23 24 5' -0" B 22 22 23 24 T -0" C 25 25 25 26 23 7.5 9' -1" 4' -5" B 21 21 23 24 4' -9" B 22 22 23 24 7' -1" C 25 25 25 25 23 8 8'-6" 4' -3" B 22 22 22 24 4' -6" B 22 22 23 24 6' -9" C 25 25 25 25 23 8.5 &-a, 4' -0" B 22 22 22 24 4' -3" B 22 22 22 24 6'-6" C 25 25 25 25 23 9 T-6" T -10" B 22 22 22 23 4' -1" B 22 22 22 24 6' -2" D 25 25 25 25 22 9.5 T -2" 3'-8" B 22 22 22 23 T -11" B 22 22 22 23 5' -11" D 25 25 25 25 B 10 6' -9" 3' -T' B 22 22 22 23 T -9" B 22 22 22 23 5'-8" D 26 .26 26 26 11 6' -2" 3' -3" B 22 22 22 23 T -5" B 22 22 22 23 5' -3" D 26 26 26 26 12 5'-8" T -1" B 22 22 22 23 T -2" B 22 22 22 23 4' -11" D 26 26 26 26 B 13 5' -2" 2' -10" B 22 22 22 22 3' -0" B 23 23 23 23 4' -7" D 26 26 26 26 10 3 22' -8" 9' -3" A 18 23 25 26 10' -1" A 19 24 25 26 14' -3" B 21 24 26 27 LIVE 3.5 19-5" 911" A 19 23 24 25 9' -1" B 19 23 25. 26 13' -0" B 22 24 25 27 LOAD 4 1T -0" 7-8" A 19 22 24 25 8' 4" B 20 23 24 25 11' -11" C 22 24 25 26 ONLY 4.5 15' -1" 7"-1" B 19 22 23 25 7'$" B 20 22 24 25 11' -1" C 22 23 25 26 25 5 13' -T' 9 -T' B 20 22 23 24 T -1" B 20 22 23 25 10'41 C 23 23 24 26 24 5.5 12' 4" 6' -2" B 20 21 23 24 6'-8" B 20 22 23 24 9-8" C 23 23 24 25 24 6 11' -0" 5' -9" B 20 21 22 24 6' -3" B 20 21 23 24 9' -1" C 23 23 24 25 24 6.5 10' -5" 5'-6" B 20 21 22 23 S -10" B 21 21 22 24 8'-8" C 23 23 23 25 23 7 9'-8" 5' -2" B 20 21 22 23 5'-6" B 21 21 22 23 8' -2" C 24 24 24 24 23 7.5 9' -1" 4' -11" B 20 20 22 23 5' -3" B 21 21 22 23 T -10" C 24 24 24 24 23 8 8' -6" 4'-8" B 20 20 21 23 5' -0" B 21 21 22 23 7' -5" C 24 24 24 24 23 8.5 8' -0" 4'-6" B 21 21 21 23 4' -9" B 21 21 22 23 7' -1" C 24 24 24 24 23 9 T-6" 4' -3" B 21 21 21 22 4' -6" B 21 21 21 23 6' -10" C 24 24 24 24 22 9.5 T -2" 4' -1" B 21 21 21 22 4'4- B 21 21 21 22 6' -T' C 24 24 24 24 B 10 U -9" S -11" B 21 21 21 22 4' -2" B 21 21 21 22 6'-4" C 24 24 24 24 11 6' -2" 3' -8" B 21 21 21 22 T -10" B 21 21 21 22 S -10" D 24 24 24 24 12 64" Y -5" B 21 21 21 22 T -7" B 21 21 21 22 6-6" D 25 25 25 25 B 13 1 5' -2" 1 T -2" 1 B 1 21 1 21 1 21 1 21 11 3'4" 1 B 1 21 1 21 1 21 1 21 11 5' -2" 1 D 1 25 1 25 1 25 1 25 20 5" RF Fascia (Detail MU16) 6.5" RF Fascia (Detail MU15) 6" Extruded Fascia Detail MU31) B Attached Freestanding of 23 Attached Freestanding of B Attached Freestanding of 24 25 Structure Multispan Units 20 Structure Multispan Units 26 Structure Multis an Units ND TRIB POST MAX 22 23 MAX POST LENGTH MAX B 18 MAX POST LENGTH MAX 25 10' -5" MAX POST LENGTH 20 IDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ' 12' [SNOW D (FT) ON SLA PACIN POST SIZE CONSTRAINED FOOTE PACIN POST SIZE CONSTRAINED FOOTERSPACIN 4.5 POST SIZE CONSTRAINED FOOTEF ) 21 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d "d" "d" (FT) TYPE "d" "d" "d" "d" 25 1 25 5 7' -1" 5' -2" (in) (in) (in) (in) 20 22 (in) (in) (in) (in) B 18 (in) (in) (in) (in) 20 3 11' -10" 7'4" B 17 22 23 25 8' -0" B 18 22 24 25 11' -6" C 20 23 25 26 26 3.5 10' -2" 6' -7' B 17 22 23 24 7' -2" B 18 22 23 25 10' -5" C 20 23 24 26 26 4 8' -11" 6' -0" B 18 21 23 24 6' -6" B 18 21 23 24 9'-6" C 20 22 24 25 25 4.5 T -11" 5'4" B 18 21 22 23 5' -11" B 18 21 22 24 8' -9" C 21 22 23 25 1 25 5 7' -1" 5' -2" B 18 20 22 23 5' -6" B 18 21 22 23 8' -1" C 21 22 23 24 24 5.5 6' -5" 4' -9" B 18 20 22 23 5' -1" B 19 20 22 23 7' -7" C 21 21 23 24 24 6 5' -11" 4' -6" B 18 20 21 23 4' -9" B 19 20 22 23 7' -1" C 21 21 23 24 24 6.5 5' -5" 4' -2" B 18 20 21 22 4' -5" B 19 20 21 23 6'-8" C 21 21 22 23 23 7 5' -1" 4' -0" B 18 19 21 22 4' -2" B 19 20 21 22 6'4" D 22 22 22 23 23 7.5 4'4" T -9" B 19 19 21 22 T -11" B 19 19 21 22 6' -0" D 22 22 22 23 23 8 4' -5" 3' -7" B 19 19 20 22 T -9" B 19 19 21 22 5'4" D 22 22 22 23 23 8.5 4' -2" T -5" B 19 19 20 22 3' -T' B 19 19 20 22 5' -5" D 22 22 22 23 23 9. 1 T -11" 3' -3" B 19 19 20 21 3' -5" B 19 19 20 21 5' -3" D 22 22 22 22 22 9.5 3' -9" 3' -1" B 19 19 20 21 3' -3" B 19 1 19 20 21 5' -0" D 22 22 22 22 20 3 11' -10" 6' -9" B 19 24 25 26 T -3" B 19 24 26 27 10' -T' C 22 25 27 28 26 3.5 10' -2" 6' -1" B 19 23 25 26 6' -6" B 19 23 25 26 9' -6" C 22 24 26 27 26 4 8' -11" 5' -6" B 19 23 24 25 5-11" B 20 23 24 26 8'-8" C 22 24 26 27 25 4.5 T -11" 5' -0" B 19 22 24 25 5'-4" B 20 23 24 25 8' -0" C 23 24 25 26 25 5 T -1" 4'4" B 20 22 23 25 4' -11" B 20 22 24 25 7' -5" C 23 23 25 26 24 5.5 6' -5" 4'-4" B 20 22 23 24 4' -7" B 20 22 23 25 6-11" C 23 23 24 26 24 6 5' -11" 4' -1" B 20 21 23 24 4' -3" B 20 22 23 24 6'-6" D 23 23 24 25 24 6.5 5' -5" Y -10" B 20 21 23 24 4' -0" B 20 21 23 24 6' -1" D 23 23 24 25 23 7 5' -1" 3' -7" B 20 21 22 24 3' -9" B 20 21 22 24 5' -9" D 23 23 24 25 23 7.5 4'4" T -5" B 20 21 22 23 3' -6" B 20 21 22 24 5' -5" D 24 24 24 25 23 8 4' -5" 3' -2" B 20 20 22 23 3'-4" B 21 21 22 23 5' -2" D 24 24 24 24 23 8.5 4' -2" 3' -1" B 20 20 22 23 3' -2" B 21 21 22 23 4' -11" D 24 24 24 24 23 9 T -11" 2' -11" B 20 20 22 23 T -0" B 21 21 22 23 4' -8" E 1 24 24 24 24 22 9.5 3' -9" 2' -9" B 20 20 21 23 2' -11" B 21 21 22 23 4'-6" E 24 24 24 24 115 MPH EXPOSURE B 25 3 11'-4" T -3" B 17 22 1 23 25 T -10" B 17 22 24 25 11'-4" C 20 23 25 26 3.5 91-8" 6-6" B 17 21 23 24 T -1" B 18 22 23 25 10' -3" C 20 23 24 26 4 8'-6" 5' -11" B 18 21 22 24 6' -5" B 18 21 23 24 91-4" C 20 22 24 25 4.5 7'-6" 51-6" B 18 21 22 23 5' -10" B 18 21 22 24 8'-8" C 21 22 23 25 5 6' -9" 5' -1" B 18 20 22 23 5' -5" B 18 21 22 23 8' -0" C 21 22 23 24 5.5 6-2" 4' -8" B 18 20 22 23 514" B 18 20 22 23 T•8" C 21 21 23 24 6 6-8" 4' -5" B 18 20 21 22 4' -8" B 19 20 21 23 T-O" C 21 21 22 24 6.5 5' -2" 4' -2" B 18 20 21 22 4'-4" B 19 20 21 22 6' -T' C 21 21 22 23 7 4' -10" T -11" B 18 19 21 22 4' -1" B 19 20 21 22 6' -3" D 21 21 22 23 7.5 4'-6" 3' -8" B 18 19 21 22 T -11" B 19 19 21 22 F -11" D 22 22 22 23 8 4' -3" 3'-6" B 19 19 20 22 3' -8" B 19 19 21 22 5'-8" D 22 22 22 23 8.5 4' -0" 3'4" B 19 19 20 21 T -6" B 19 19 20 22 5' 4" D 22 22 22 23 9 1 3' -9" 1 3' -2 B 1 19 1 19 1 20 21 3'-4" B 1 19 1 19 20 21 F -2" D 1 22 1 22 22 22 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 25 3 1114, 6' -7" B 19 23 25 26 7' -1" B 19 24 25 27 Q�OFESSIO 3.5 9'-8" 5-11" B 19 23 24 26 6'-4" B 19 23 25 26 4 8'-6" 5'-4" B 19 22 24 25 5' -9" B 19 23 24 26 4.5 T-6" 4' -11" B 19 22 24 25 5' -3" B 20 22 24 25 5 6' -9" 4' -6" B 19 22 23 25 4' -10" B 20 22 24 25 O i ( � 5.5 6' -2" 4' -3" B 20 21 23 24 4' -5" B 20 22 23 145 6 5'-8" 3-11" B 20 21 23 24 4' -2" B 20 21 23 24 6.5 5' -2" 3' -8" B 20 21 22 24 a -11" B 20 21 23 24 q IV 7 4' -10" 3-6" B 20 21 22 24 T -8" B 20 21 22 OFCAUFO� 7.5 4'-6" T -3" B 20 21 22 23 T -5" B 20 21 22 23 8 4' -3" T -1" B 20 20 22 23 3' -3" B 20 20 22 23 FEB 24 2014 8.5 1 4' -0" 3' -0" B 1 20 1 20 22 1 23 11 3' -1" 1 B 20 20 22 23 9 3' -9" 2' -10" B 20 20 21 23 2' -11" B 1 20 1 20 1 22 23 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 43 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA: TABLE 5.5 5" RF Fascia (Detail MU 16) 6.5" RF Fascia (Detail MU 15) 6" Extruded Fascia (Detail MU31) 20 Attached Freestanding of 28 Attached Freestanding of 21 Attached Freestanding of 28 12' -10" Structure Multispan Units 26 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 26 27 MAX POST LENGTH MAX 21 24 MAX POST LENGTH MAX 11' -T' C MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' ' 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACINE POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11' 5 13-7" 5' -10" B (in) (in) (in) (in) 24 26 (in) (in) (in) (in) 22 23 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22'4" 8' -3" A 20 25 26 28 9' -0" B 21 25 27 28 12' -10" B 23 26 28 29 LIVE 3.5 19-5" T -5" B 20 24 26 27 8' -1" B 21 24 26 27 11' -T' C 24 25 27 29 LOAD 4 17'4" 6' -9" B 21 24 25 27 7'4" B 21 24 26 27 1014" C 24 25 27 28 ONLY 4.5 15' -1" 6' -3" B 21 23 25 26 6' -9" B 21 24 25 26 9' -10" C 24 25 26 28 11' 5 13-7" 5' -10" B 21 23 24 26 6' -3" B 22 23 25 26 9' -2" C 24 24 26 27 5.5 12'-4" 6 -5" B 21 23 24 25 5' -10" B 22 23 24 26 8' -T' C 25 25 25 27 6 11'4" 5' -1" B 21 22 24 25 5' -5" B 22 23 24 25 8' -1" C 25 25 25 27 6.5 10' -5" 4'4" B 22 22 24 25 5' -1" B 22 22 24 25 T -T' C 25 25 25 26 7 9' -8" 4'-6" B 22 22 23 25 4' -10" B 22 22 24 25 T -2" C 25 25 25 26 7.5 9' -1" 4' -4" B 22 22 23 24 4' -6" B 22 22 23 25 6' -10" C 25 25 25 26 8 8'-6" 4' -1" B 22 22 23 24 4'4" B 22 22 23 24 6'-6" C 26 26 26 26 8.5 8' -0" S -11" B 22 22 23 24 4' -1" B 22 22 23 24 6' -3" D 26 26 26 26 9 7'-6" 3' -9" B 22 22 22 24 T -11" B 22 22 23 24 6' -0" D 26 26 26 26 9.5 7'-2" 3' -7" B 22 22 22 24 T -9" B 23 23 23 24 6 -9" D 26 26 26 26 10 6' -9" 3' -5" B 22 22 22 23 T -7" B 23 23 23 24 5'-6" D 26 26 26 26 11 6'-2" T -2" B 22 22 22 23 T -3" B 23 23 23 23 5' -1" D 26 26 26 26 10 MPH EXPOSURE B 20 3 11' -10 T -T' A 17 22 23 24 8' -2" B 17 22 23 25 11' -9" C 19 23 24 26 Alum 0.040 "x3 "x3" Lockseam 3.5 10' -2" V -10" B 17 21 23 24. 7'-4" B 17 22 23 24 10'-8" C 20 22 24 25 POST 4 8' -11" 6' -2" B 17 21 22 23 6'4" B 18 21 22 24 9' -9" C 20 22 23 25 SIZE 4.5 7' -11" 6-8" B 17 20 22 23 6' -1" B 18 21 22 23 9-0" C 20 22 23 24 11' 5 7' -1" 5' -3" B 18 20 21 23 5'4" B 18 20 22 23 8'4" C 20 21 23 24 5.5 6' -5" 4' -11" B 18 20 21 22 5' -3" B 18 20 21 23 T -10" C 21 21 22 24 6 5' -11" 4' -7" B 18 20 21 22 4' -11" B 18 20 21 22 7'-4" C 21 21 22 23 6.5 6 -5" 4'4" B 18 19 21 22 4' -T' B 18 20 21 22 V -11" C 21 21 22 23 7 5' -1" 4' -1" B 18 19 20 22 4'4" B 18 19 21 22 6'-6" C 21 21 22 23 7.5 4' -9" 3' -11" B 18 19 20 21 4' -1" 8 19 19 20 22 6' -2" D 21 21 21 23 8 4' -5" 3'-8" B 18 19 20 21 Y -10" B 19 19 20 21 5' -11" D 21 21 21 22 8.5 4' -2" 3'-6" B 18 19 20 21 3' -8" B 19 19 20 21 5' -8" D 21 21 21 22 9 T -11" 3'-4" B 18 18 20 21 T -6" B 19 19 20 21 5' -5" D 22 22 22 22 9.5 3' -9" 3' -2" B 18 18 20 21 11 3'4" 1 B 1 19 1 19 1 20 1 21 11 5' -2" I D 1 22 1 22 22 22 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 6' -11" B 18 23 25 26 T-6" B 19 24 25 26 10' -10" C 21 25 26 27 Alum 0.040 "x3 "x3" Lockseam 3.5 10' -2" 6-2" B 19 23 24 25 V -8" B 19 23 25 26 9' -9" C 22 24 26 27 POST 4 8' -11" 6$" B 19 22 24 25 6' -1" B 19 23 24 25 8' -11" C 22 24 25 26 SIZE 4.5 T -11" 6.2" B 19 22 23 25 5' -6" B 19 22 24 25 8' -2" C 22 23 25 26 11' 5 7' -1" 4' -9" B 19 22 23 24 5' -1" B 20 22 23 25 T -7" C 22 23 24 26 5.5 6' -5" 4' -5" B 19 21 23 24 4' -9" B 20 21 23 24 7' -1" C 23 23 24 25 6 5' -11" 4' -2" B 19 21 22 24 4' -5" B 20 21 23 24 6'-8" C 23 23 24 25 6.5 5' -5" T -11" B 20 21 22 23 4' -1" B 20 21 22 24 V -3" D 23 23 23 25 7 5' -1" 3'-8" B 20 20 22 23 T -10" B 20 21 22 23 5'11" D 23 23 23 24 7.5 4'4" 3' -0" B 20 20 22 23 3'-8" B 20 20 22 23 5' -T' D 23 23 23 24 8 4' -5" 3-4" B 20 20 22 23 X -5" B 20 20 22 23 6-4" D 23 23 23 24 8.5 4'4" 3-2" B 20 20 21 23 3'4" B 20 20 21 23 5' -1" D 23 23 23 24 9 3' -11" 3' -0" B 20 20 21 22 T -1" B 20 20 21 23 4' -10" D 23 23 23 24 9.5 3' -9" 2' -10" B 20 20 21 22 T -0" B 20 20 21 22 4'-8" E 23 23 23 23 10 3'-6" 2' -9 B 20 20 21 22 2' -10" B 20 20 21 22 4' -5" E 24 24 24 24 vOYcmAL u9al mul.I IulYa rum 11'iCar- IAOLta 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5 I MPH EXPOSURE B 30 5" RF Fascia (Detail MU16) 9' -6" 6.5" RF Fascia (Detail MU15 ) 6" Extruded Fascia (Detail MU31 17 Att ached Freestanding of 24 Attached Freestanding of 17 Attached Freestanding of 25 10' -5" Structure Multispan Units 23 Structure Multispan Units Alum 0.040 "x3 "x3" Lockseam Structure Multispan Units GROUND TRIB POST MAX 23 24 MAX POST LENGTH MAX 17 21 MAX POST LENGTH MAX 9' -5" C MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTEF 8 I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ( 12' LOAD (FT) ON SLAE3 SPACIN POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6'4" POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11' 5 5'-8" 4' -7" B (in) (in) (in) (in) 21 23 (in) (in) (in) (in) 18 20 (in) (in) (in) (in) I MPH EXPOSURE B 30 3 9' -6" 6'-8" B 17 22 23 24 T -2" B 17 22 23 25 10' -5" C 19 23 24 26 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6' -0" B 17 21 23 24 6' -5" B 17 21 23 24 9' -5" C 20 22 24 25 8' 4 7' -1" 5' -5" B 17 21 22 23 5' -10" 8 17 21 22 24 8' -7" C 20 22 23 25 n/a 4.5 6'4" 5'4" B 17 20 22 23 5'4" B 18 21 22 23 7'-11" C 20 22 23 24 11' 5 5'-8" 4' -7" B 17 20 21 23 4' -11" B 18 20 22 23 7' 4" C 20 21 23 24 5.5 5' -2" 4'4" B 17 20 21 22 4'4" B 18 20 21 23 6-10" C 20 21 22 24 6 4' -9" 4' -0" B 18 20 21 22 4' -2" B 18 20 21 22 6' -5" C 21 21 22 23 6.5 -4 41" T -9" B 18 19 21 22 3' -11" B 18 19 21 22 6-0" D 21 21 22 23 7 4' -1" 3'4" B 18 19 20 22 T -8" B 18 19 21 22 5' -8" D 21 21 22 23 7.5 3' -9" 3'4" B 18 19 20 21 T -6" B 18 19 20 22 5'4" D 21 21 21 23 8 3'-6" T -2" B 18 ' 19 - 20 21 3' 4" B 18 19 20 21 5' -1" D 21 21 21 22 8.5 1 3'4" T -0" B 18 19 20 1 21 T -2" B 18 19 20 21 4' -10" D 21 21 21 22 30 3 9'-6" 6' -2" B 18 23 25 26 6-8" B 19 23 25 26 9'-8" C 21 25 26 27 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 5' -6" B 18 23 24 25 6 -11" B 19 23 24 26 V -9" C 21 24 26 27 8' 4 7' -1" 5' -0" B 19 22 24 25 5'4" B 19 22 24 25 T -11" C 22 24 25 26 n/a 4.5 6'4" 4' -T' B 19 22 23 25 4' -10" B 19 22 24 25 T -3" C 22 23 25 26 11' 5 51-8" 4' -3" B 19 21 23 24 4' -5" B 19 22 23 25 6-9" C 22 23 24 26 5.5 5' -2" T -11" B 19 21 23 24 4' -1" B 19 21 23 24 6-3" D 22 22 24 25 6 4'4" 3'4" B 19 21 22 24 YAW B 20 21 23 24 6 -10" D 22 22 24 25 6.5 4'4" T -5" B 19 21 22 23 3' -T' B 20 21 1 22 1 24 5'-6" D 1 23 23 1 23 1 25 7 4' -1" 3'-3" B 19 20 22 23 3'-4" B 20 21 22 23 6 -2" D 23 23 23 24 OVER- Post Description Max H t POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll HANG B Mu1oo 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' 8' 9' 10' 11' 1T 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 35 4' 4.5' 5' 55 6' 6.5' T 7.6 8' 8.5' 9' 95 10' 10.5 11' 1' 3.6 4' 45 5' 55 6' 65 T 7.6 8' 8.5' 9 9.5' 10' 105 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 95 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a Ma n/a Na n/a n/a Na n/a 10.5' 11' 11.5' 12' 12.5' 13' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mu1oo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E Mu89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G IMU49 d= 29" Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3"x3" Square 12' I MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" SquarE 12' K MU50 3/16 "x3 "x3" Steel S uarE 1 12' L MU93 TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POSTI Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" .8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E I MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel SquarE d= 42" 14' K MU93 3 /16 "x6"xW Steel S uar( d= 47" 1 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 44 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnaniftomcast.net EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE S. 7" RF Alum Fascia (t= 0.040" MU09) 7" RF Alum Fascia (t= 0.050" MU09) Samson Gutter Fascia (Detail MU20) 22 Attached Freestanding of 11' -2" Attached Freestanding of 24 Attached Freestanding of 14' -3" B Structure Multispan Units 25 Structure Multispan Units 3.5 Structure Multispan Units GROUND TRIB POST MAX 24 10' -0" MAX POST LENGTH MAX 23 24 MAX POST LENGTH MAX B 21 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" 11 d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 5 13' -7" 5' -5" A 18 (in) (in) (in) (in) 23 T -9" (in) (in) (in) (in) 22 23 (in) (in) (in) (in) 10 3 22' -8" 8' -2" A 17 22 23 25 11' -2" B 19 24 25 26 14' -3" B 21 24 25 27 LIVE 3.5 19' -5" T -3" A 17 21 23 24 10' -0" B 19 23 24 26 13' -3" B 21 24 25 26 LOAD 4 17' -0" 6' -6" A 18 21 22 24 914" B 20 23 24 25 12' -5" C 22 23 25 26 ONLY 4.5 15' -1" 5' -11" A 18 21 22 23 8'-4" B 20 22 24 25 11' -8" C 22 23 24 26 5 13' -7" 5' -5" A 18 20 22 23 T -9" B 20 22 23 24 11' -0" C 22 23 24 25 5.5 12'-4" 5' -0" A 18 20 21 22 T -2" B 20 21 23 1 24 10' -5" C 23 23 24 25 6 11'-4" 4'-8" A 18 20 21 22 6' -8" B 20 21 22 24 9' -10" C 23 23 23 25 6.5 10' -5" 4'-4" A 18 19 21 22 6' -3" B 20 21 22 23 9' -5" C 23 23 23 24 7 9'-8" 4' -1" A 18 19 20 22 5' -11" B 20 21 22 23 8' -11" C 23 23 23 24 7.5 914" T -10" A 18 19 20 21 5' -T' B 21 21 22 23 8' -T' C 24 24 24 24 8 8'-6" 3' -7" A 18 19 20 21 5'-4" B 21 21 21 23 8' -3" C 24 24 24 24 8.5 8' -0" T -5" A 18 19 20 21 5' -0" B 21 21 21 22 T -11" D 24 24 24 24 9 7'-6" 3' -3" A 18 18 20 21 4' -10" B 21 21 21 22 T -7" D 24 24 24 24 9.5 T -2" 3' -1" A 18 18 20 21 4' -T' B 21 21 21 22 T-4" D 24 24 24 24 10 6' -9" 2' -11" A 18 18 19 21 4' -5" B 21 21 21 22 T -1" D 24 24 24 24 11 6' -2" 2' -8" A 18 18 19 20 4' -0" B 21 21 21 22 6' -8" E 25 25 25 25 12 5'-8" 2' -6" A 18 18 19 20 3' -9" B 21 21 21 21 6' -3" E 25 25 25 25 13 5' -2" 1 2'-4" 1 A 1 18 1 18 1 19 1 20 11 3'-6" 1 B 1 21 1 21 1 21 1 21 11 5' -11" 1 E 1 25 1 25 1 25 25 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" T -1" A 18 23 25 26 9' -10" B 20 25 27 28 13'.0" B 23 26 27 29 LIVE 3.5 19-5" 6' -3" A 19 23 24 26 8' -9" B 21 24 26 27 12' -1" C 23 25 27 28 LOAD 4 17' -0" 5' -T' A 19 22 24 25 T -11" B 21 24 25 27 11' -3" C 24 25 26 28 ONLY 4.5 15' -1" 5' -1" A 19 22 23 25 7' -3" B 21 23 25 26 10' -6" C 24 24 26 27 5 13' -7" 4' -7" A 19 21 23 24 6-8" B 21 23 24 26 9' -10" C 24 24 26 27 5.5 12'-4" 4' -3" A 19 21 22 24 6' -2" B 22 23 24 25 9' -3" C 25 25 25 27 6 11'-4" T -11" A 19 21 22 23 5' -9" B 22 22 24 25 8' -9" C 25 25 25 26 6.5 10' -5" 3'-8" A 19 20 22 23 5' -5" B 22 22 23 25 V-4" C 25 25 25 26 7 9'-8" 3-5" A 19 20 22 23 5' -1" B 22 22 23 25 T -11" D 25 25 25 26 7.5 9' -1" Y -3" A 19 20 21 23 4' -9" B 22 22 23 24 7' -7" D 26 26 26 26 8 8' -0" 3' -0" A 19 20 21 23 4' -6" B 22 22 23 24 T -3" D 26 26 26 26 8.5 8' -0" 2' -10" A 19 20 21 22 4' -3" B 22 22 23 24 T -0" D 26 26 26 26 9 7'-6" 2' -9" A 19 19 21 22 4' -1" B 22 22 22 24 6'-8" D 26 26 26 26 9.5 T -2" 2' -7" A 19 19 21 22 T -11" B 22 22 22 23 6' -5" E 26 26 26 26 10 6' -9" 2' -6" A 19 19 21 22 T -9" B 22 22 22 23 6' -3" E 26 26 26 26 11 6-2" 2' -3" A 19 19 20 22 3' -5" B 22 22 22 23 5' -10" E 27 27 27 27 12 5'-8" 2' -1" A 19 19 20 21 3' -2" B 22 22 22 23 6-6" E 27 27 27 27 13 1 5' -2" 1 1' -11" I A 1 20 1 20 1 20 1 21 11 2' -11" B 1 22 1 22 1 22 1 22 11 5' -2" 1 E 1 27 1 27 1 27 1 27 15 MPH EXPOSURE B 10 3 22'$' T -10" A 17 22 24 25 10' -9" B 19 24 25 27 13' -10" B 21 24 26 27 LIVE 3.5 19-5" 6' -11" A 18 22 23 24 9-8" B 20 23 25 26 12' -10" B 22 24 25 27 LOAD 4 1T-0" 6' -3" I A 18 21 23 24 8' -9" B 20 23 24 26 1 12'4" C 22 24 25 26 ONLY 4.5 15' -1" 5141 A 18 21 22 23 8' -0" B 20 22 24 25 1114" C 23 23 25 26 5 13' -T' 6-2" A 18 20 22 23 T -5" B 20 22 23 25 10'-8" C 23 23 24 26 5.5 12'4" 4' -9" A 18 20 22 23 6-10" B 20 22 23 24 10' -1" C 23 23 24 25 6 11'4" 4' -5" A 18 20 21 22 6' -5" B 21 21 23 24 9'-6" C 23 23 24 25 6.5 10' -5" 4' -1" A 18 20 21 22 6-0" B 21 21 23 24 9'4" C 24 24 24 25 7 9'-8" T -10" A 18 19 21 22 5' -8" B 21 21 22 23 8'-8" C 24 24 24 25 7.5 9' -1" 3'-8" A 18 19 21 22 5'-4" B 21 21 22 23 8' -3" C 24 24 24 24 8 8' -6" 3' -5" A 18 19 20 22 5' -1" B 21 21 22 23 7' -11" D 24 24 24 24 8.5 8' -0" 3' -3" A 18 19 20 21 4' -10" B 21 21 22 23 T -T' D 24 24 24 24 9 T-6" 3' -1" A 18 19 20 21 4' -T' B 21 21 21 23 7'4" D 25 25 25 25 9.5 T -2" 2' -11" A 19 19 20 21 4' -0" B 21 21 21 22 T -1" D 25 25 25 25 10 6' -9" 7 -9" A 19 19 20 21 4' -2" B 21 21 21 22 6-10" D 25 25 25 25 11 6-2" 2' -T' A 19 19 19 21 T -10" B 21 21 21 22 6' -5" E 25 25 25 25 12 5'-8" 2'4" A 19 19 19 20 T -7" B 21 21 21 22 6-0" E 25 25 25 25 13 1 5' -2" 1 T -2" 1 A 1 19 1 19 1 19 1 20 11 T4" I B 1 21 1 21 1 21 1 21 11 5'-8" 1 E 1 26 26 26 1 26 20 7" RF Alum Fascia (t= 0.040" MU09) 7" RF Alum Fascia (t= 0.050" MU09) Samson Gutter Fascia (Detail MU20) A Attached Freestanding of 22 Attached Freestanding of B Attached Freestanding of 24 25 Structure Multispan Units 20 Structure Multispan Units 11 26 I Structure Multispan Units GROUND TRIB POST MAX 21 22 MAX POST LENGTH MAX B 18 MAX POST LENGTH MAX 25 10' -9" MAX POST LENGTH SNOW IDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAE SPACINC POST SIZE CONSTRAINED FOOTS SPACINC. POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 20 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" I "d" "d" (FT) TYPE "d" "d" "d" "d" 25 5 T.1" T -10" (in) (in) (in) (in) 19 21 (in) (in) (in) (in) B 19 (in) (in) (in) (in) 20 3 11' -10" 5' -11" A 16 21 22 24 8'4" B 18 23 24 25 11' -8" C 20 23 25 26 3.5 10' -2" 5' -2" A 16 21 22 23 T -5" B 18 22 24 25 10' -9" C 20 23 24 26 4 8' -11" 4' -8" A 16 20 21 23 6' -8" B 18 22 23 24 9-10" C 21 23 24 25 4.5 T -11" 4' -2" A 16 20 21 22 6' -1" B 18 21 23 24 9' -2" C 21 22 24 25 5 T.1" T -10" A 16 19 21 22 5' -T' B 19 21 22 23 8' -T' C 21 22 23 25 5.5 6' -5" T -6" A 16 19 20 22 5' -2" B 19 20 22 23 8' -1" C 22 22 23 24 6 5' -11" 3' -3" A 16 19 20 21 4' -10" B 19 20 22 23 T -T' D 22 22 23 24 6.5 5' -5" 3' -0" A 16 19 20 21 4' -6" B 19 20 21 23 T -2" D 22 22 23 24 7 5' -1" 2' -10" A 17 18 20 21 4' -2" B 19 20 21 22 6-10" D 22 22 22 24 7.5 4' -9" T -8" A 17 18 19 21 S -11" B 19 19 21 22 6'-6" E 22 22 22 23 8 4' -5" 2' -6" A 17 18 19 21 3' -9" B 19 19 21 22 6' -3" E 22 22 22 23 8.5 4' -2" 2'4" A 17 18 19 20 3' -6" B 19 19 20 22 6' -0" E 23 23 23 23 9 T -11" 2' -3" A 17 18 19 20 3' -0" B 19 19 20 21 5' -9" E 23 23 23 23 9.5 T -9" 2' -1" A 17 17 19 20 3' -2" B 19 19 20 21 5'-6' E 23 23 23 23 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 5'-4" A 17 22 24 25 T -7" B 19 24 26 27 10' -11" C 22 25 27 28 3.5 10' -2" 4' -8" A 17 22 23 25 6' -9" B 20 24 25 26 9-11" C 22 25 26 28 4 8' -11" 4' -2" A 18 21 23 24 6-0" B 20 23 25 26 9-1" C 23 24 26 27 4.5 T -11" T -9" A 18 21 22 24 5' -6" B 20 23 24 25 8' -5" C 23 24 25 27 5 T -1" 3' -5" A 18 21 22 23 5' -0" B 20 22 24 25 T -11" D 23 23 25 26 5.5 6' -5" T -1" A 18 20 22 23 4' -8" B 20 22 23 25 T -5" D 24 24 25 26 6 5' -11" 2' -11" A 18 20 22 23 4' -3" B 20 22 23 24 T -0" D 24 24 24 26 6.5 5' -5" 2' -8" A 18 20 21 23 4'.0" B 20 21 23 24 6-T' E 24 24 24 26 7 5' -1" 2' -6" A 18 20 21 22 T -9" B 20 21 22 24 6' -3" E 24 24 24 25 7.5 4' -9" 2' -0" A 18 19 21 22 3' -6" B 20 21 22 24 6' -0" E 24 24 24 25 8 4' -5" 2' -7' A 18 19 21 22 3'-4" B 20 21 22 23 6-8" E 24 24 24 25 8.5 4' -2" 2' -1" A 18 19 20 22 T -2" B 21 21 22 23 5' -5" E 25 25 25 25 9 3' -11" 1' -11" A 18 19 20 22 T -0" B 21 21 22 23 5' -3" E 1 25 25 1 25 1 25 9.5 3' -9" 1' -10" A 18 19 20 22 2' -10" B 21 21 21 23 5' -0 E 25 25 25 25 15 MPH EXPOSURE B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 45 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.6 7" RF Alum Fascia (t= 0.040" MU09 ) 17" RF Alum Fascia (t= 0.050" MU09 ) Samson Gutter Fascia (Detail MU20) A Attached Freestanding of 25 Attached Freestanding of B Attached Freestanding of 27 28 Structure Multispan Units 23 Structure Multispan Units 29 Structure Multispan Units GROUND TRIB POST MAX 23 25 MAX POST LENGTH 8' -5" B 21 MAX POST LENGTH MAX 28 11' -9" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' ' 10' I 12' 54" MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS HSPACINC- POST SIZE CONS TRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" "d" 24 TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" I "d" 28 11' 5 13-7" 4' -5" (in) (in) (in) (in) 22 23 (in) (in) (in) (in) B 22 (in) (in) (in) (in) l i5 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 6-9" A 19 24 25 27 9'-6" B 21 25 27 28 12' -9" B 23 26 28 29 LIVE 3.5 19' -5" 6-0" A 19 23 25 26 8' -5" B 21 25 26 28 11' -9" C 24 26 27 29 LOAD 4 17'4- 54" A 19 23 24 25 7'-8" B 21 24 26 27 10' -11" C 24 25 27 28 ONLY 4.5 15' -1" 4' -10" A 19 22 24 25 T -0" B 22 24 25 27 10' -2" C 25 25 26 28 11' 5 13-7" 4' -5" A 19 22 23 25 6' -5" B 22 23 25 26 9' -7" C 25 25 26 27 5.5 12'-4" 4' -1" A 19 21 23 24 5' -11" B 22 23 24 26 9' -0" C 25 25 26 27 6 11'4" 3' -9" A 19 21 23 24 5' -6" B 22 23 24 26 8'-6" C 25 25 25 27 6.5 10' -5" 3'-6" A 19 21 22 24 5' -2" B 22 22 24 25 8' -1" D 26 26 26 27 7 91-8" T -3" A 20 21 22 23 4' -10" B 22 22 24 25 7'-8" D 26 26 26 26 7.5 9'4" 3' -1" A 20 20 22 23 4' -T' B 22 22 23 25 7'-4" D 26 26 26 26 8 8'-6" Z -11" A 20 20 22 23 4' 4" B 22 22 23 24 T -0" D 26 26 26 26 8.5 8' -0" 2' -9" A 20 20 21 23 4' -1" B 22 22 23 24 6' -9" E 26 26 26 26 9 T-6- 2' -7" A 20 20 21 23 T -11" B 22 22 23 24 6'-6" E 27 27 27 27 9.5 7' -2" 2'-6" A 20 20 21 22 T -9" B 23 23 23 24 6' -3" E 27 27 1 27 27 10 6'4- 2'4" A 20 20 21 22 T -7" B 23 23 23 24 6' -0" E 27 27 27 27 11 6-2" 1 7 -2" A 20 j 20 21 22 3'4" B 23 23 23 23 5' -7" 1 E 1 27 27 27 27 iO MPH EXPOSURE B 20 3 11' -10" 6' -1" A 16 21 22 23 8' -7" B 17 22 24 25 11' -11" C 19 23 24 26 Structure 3.5 10' -2" 5' -5" A 16 20 22 23 7'4" B 18 22 23 24 11' -0" C 20 23 24 25 MIN 4 8' -11" 4' -10" A 16 20 21 22 V -11" B 18 21 23 24 10' -1" C 20 22 24 25 CONSTRAINEDFOOTERSPACINC 4.5 7' -11" 4'-4" A 16 19 21 22 6' -3" B 18 21 22 23 9' -5" C 21 22 23 24 11' 5 7' -1" T -11" A 16 19 20 22 5' -9" B 18 20 22 23 8' -9" C 21 22 23 24 5.5 6' -5" 3'-8" A 16 19 20 21 5'4" B 18 20 22 23 8' -3" C 21 21 23 24 6 5' -11" 3'-4" A 16 18 20 21 5' -0" B 18 20 21 22 7' -10" D 21 21 22 24 6.5 T -5" 3' -1" A 16 18 20 21 4'4" B 18 20 21 22 T -5" D 21 21 22 23 7 5' -1" 2'-11" A 16 18 19 21 4'4" B 18 19 21 22 7'-0" D 22 22 22 23 7.5 4' -9" 2' -9" A 16 18 19 20 4' -1" B 19 19 20 22 6'4" E 22 22 22 23 8 4' -5" 2' -7" A 16 18 19 20 Y -10" B 19 19 20 21 6' -5" E 22 22 22 23 8.5 4' -2" 7 -5" A 16 17 19 20 3'-8" B 19 19 20 21 6-2" E 22 22 22 23 9 T -11" 2'-4" A 16 17 19 20 T -6" B 1 19 19 20 21 5' -11" E 22 22 22 22 9.5 3'-9" 2'4" A 16 17 19 20 3'4" B 19 19 20 21 5' 8" E 1 22 22 1 22 22 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 5' -6" A 17 22 24 25 T -9" B 19 24 25 27 11' -1" C 21 25 26 28 Structure 3.5 10' -2" 4' -10" A 17 22 23 24 V -11" B 19 23 25 26 10' -1" C 22 24 26 27 MIN 4 8' -11" 4' -3" A 17 21 23 24 V -3" B 19 23 24 25 9'4" C 22 24 25 27 CONSTRAINEDFOOTERSPACINC 4.5 T -11" T -10" A 17 21 22 23 5' -8" B 20 22 24 25 8'4" C 22 23 25 26 11' 5 T -1" 3-6" A 17 20 22 23 5' -2" B 20 22 23 25 V -1" C 23 23 25 26 5.5 6' -5" Y -3" A 17 20 21 23 4' -9" B 20 21 23 24 T -T' D 23 23 24 26 6 5' -11" 3' 4" A 17 20 21 22 4' -5" B 20 21 23 24 7' -2" D 23 23 24 25 6.5 5' -5" 2'4" A 17 19 21 22 4' -2" B 20 21 22 24 6' -9" D 23 23 24 25 7 5' -1" 2' -7" A 17 19 21 22 3-10" B 20 21 22 23 6-5" E 24 24 24 25 7.5 4' -9" 7 -5" A 18 19 20 22 3'-8" B 20 20 22 23 6' -1" E 24 24 24 25 8 4' -5" Z -3" A 18 19 20 22 T -5" B 20 20 22 23 5' -10" E 24 24 24 24 8.5 4' -2" 2' -2" A 18 19 20 21 3'4" B 20 20 21 23 5' -T' E 24 24 22 9 3' -11" 2' -0" A 18 19 20 21 T -1" B 20 20 21 23 5'-4" E 24 24 9.5 3'-9" 1' -11" A 18 18 20 21 2' -11" B 20 20 21 22 5' -2" E 24 24 10 3'-6" 1' -10" A 18 18 20 21 Z -10" B 20 20 21 22 6-91 E 24 24 ur-Fir- AL Hia r rcu%, i iuna rum i HESE I ABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6 15 MPH EXPOSURE B 30 7" RF Alum Fascia 0= 0.040" MU09 7" RF Alum Fascia t= 0.050" MU09) Samson Gutter Fascia (Detail MU20) A Attached Freestanding of 22 Attached Freestanding of B Attached Freestanding of 24 25 Structure Multispan Units 19 Structure Multispan Units 26 Structure Multispan Units GROUND TRIB POST MAX 20 21 MAX POST LENGTH MAX B 17 MAX POST LENGTH MAX 1 24 9' -9" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' 1 12' POST MIN FOOTS 8' I 10' 1 12' POST MIN FOOTS 8' 1 10' ' 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINE POST SIZE CONSTRAINEDFOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 19 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d "d" "d" (FT) TYPE "d" "d" "d" "d" 24 11' 5 5' -8" 3' 4" (in) (in) (in) (in) 19 20 (in) (in) (in) (in) B 18 (in) (in) (in) (in) 15 MPH EXPOSURE B 30 3 9'4" 5' -3" A 15 21 22 23 7'-6" B 17 22 24 25 10' -9" C 19 23 24 26 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 4' -T' A 15 20 21 23 6' -8" B 17 22 23 24 9' -9" C 20 23 24 25 8' 4 7' -1" 4' -1" A 15 20 21 22 5' -11" B 18 21 22 24 9' -0" C 20 22 24 25 n/a 4.5 64" 3' -8" A 16 19 21 22 5' -5" B 18 21 22 23 8'4" C 20 22 23 24 11' 5 5' -8" 3' 4" A 16 19 20 21 4' -11" B 18 20 22 23 T -9" D 21 21 23 24 5.5 5' -2" 3' -1" A 16 19 20 21 4' -T' B 18 20 21 23 7'4" D 21 21 23 24 6 4'4" 7 -10" A 16 18 20 21 4' -3" B 18 20 21 22 V -11" D 21 21 22 24 6.5 4'4" 2' -8" A 16 18 19 21 3-11" B 18 19 21 22 6' -6" E 21 21 22 23 7 4' -1" 2' -5" A 16 18 19 20 3' -8" B 18 19 21 22 6' -2" E 21 21 22 23 7.5 T -9" 2'4" A 16 18 19 20 T -6" B 18 19 20 22 5' -11" E 22 22 22 23 8 3' -0" 2' -2" A 16 18 19 20 3'4" B 18 19 20 21 5'-8" E 22 22 22 23 8.5 1 3'4" 1 2' -0" A 16 17 19 1 20 11 T -1" B 18 19 20 21 5' -5" E 22 22 22 23 ila MPH EXPUJuHE C or 130 MPH EXPOSURE B 30 3 9'-6" 4'4" A 17 22 23 25 6' -10" B 19 24 25 27 19 -1" C 21 25 26 28 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 4' -2" A 17 21 23 24 6' -1" B 19 23 25 26 9' -1" C 22 24 26 27 8' 4 T -1" 3'-8" A 17 21 22 24 5' -5" B 19 23 24 25 8'4" C 22 24 25 27 n/a 4.5 6'4" 3'-4" A 17 21 22 23 4' -11" B 19 22 24 25 T -9" D 22 23 25 26 11' 5 5'-8" T -0" A 17 20 22 23 4' -6" B 19 22 23 25 T -3" D 23 23 25 26 5.5 5' -2" 2' -9" A 17 20 21 23 4' -2" B 19 21 23 24 6-9" D 23 23 24 26 6 4'4" Z -r' A 17 20 21 22 S -10" B 20 23 24 6' -5" E 23 23 24 25 6.5 4'-4" 2'-4" A 17 19 21 22 3' -T' B 20 Lj21 22 24 6' -0" E 23 23 24 25 7 4' -1" 2' -2" A 17 19 21 22 3'-4" B 20 22 1 23 5' - 9" E 23 1 23 24 25 OVER- Post Description Max H t POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU100 Twin 0.062 "x1.5 "x1.5" Scroll HANG B Mum 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' IT 18' 19' 20' 21' 22' 0' T 35 4' 45 5' 5.5' 6' 65 T 7.6 8' 8.5' 9 95 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 55 6' 6.5' T 7.5' 8' 85 9' 9.5' 10' 10.5' Ill 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' n!a Na Na Na Na n/a Na 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' Na Na n/a n/a Na Na n/a n/a n/a n/a Na 10.5' 11' 11.5' 12' 12.5' 13' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU100 Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mum 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' E IMU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3/16 "x3 "x3" Steel Squan 1 12' L MU93 TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 1 10' J MU93 3/16 "x5 "x5" Steel Square d= 42" 1 14' K MU93 3/16 "x6 "x6" Steel S uare I d= 47" 15' 1 L IMU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 46 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outnamftcomcast.net =EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WINn ARFA! TABLE 5.7 5" & 5.5" Extruded Alum Fascia (MU07 ) 4.5" Extruded Alum Fascia (MU32) 6" RF Fascia Detail MU29 B Attached Freestanding of 25 Attached Freestanding of A Attached Freestanding of 24 26 Structure Multispan Units 16 Structure Multispan Units 23 Structure Multispan Units GROUND TRIB POST MAX 23 25 MAX POST LENGTH MAX A 19 MAX POST LENGTH MAX 25 6' -0" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' 1 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" 'Cr. "d" 22 9 1 5 13' -7" 8' -3" (in) (in) (in) (in) 22 23 (in) (in) (in) (in) B 20 (in) (in) (in) (in) 10 3 22' -8" 11' -5" B 19 24 25 26 10' -1" A 18 23 24 26 6' -10" A 16 20 22 23 LIVE 3.5 19' -5" 10'4" B 20 23 25 26 9' -2" A 19 23 24 25 6' -0" A 16 20 21 23 LOAD 4 17' -0" 9' -6" B 20 23 24 25 8' -5" B 19 22 24 25 F -5" A 16 20 21 22 ONLY 4.5 15' -1" 8' -10" B 20 22 24 25 T -9" B 19 22 23 24 4' -11" A 17 19 20 22 9 1 5 13' -7" 8' -3" B 20 22 23 25 T -3" B 20 21 23 24 4' -5" A 17 19 20 21 20 5.5 12'4" T-8" B 21 22 23 24 6'4" B 20 21 23 24 4'4" A 17 19 20 21 21 6 11'-4" T -3" B 21 21 23 24 6' -5" B 20 21 22 24 T -9" A 17 18 20 21 21 6.5 10' -5" 6-10" B 21 21 23 24 6' -0" B 20 21 22 23 3'-6" A 17 18 19 21 21 7 91-8" 6-6" B 21 21 22 24 5' -9" B 20 20 22 23 3' -3" A 17 18 19 20 7.5 9' -1" 6' -2" B 21 21 22 23 5' -5" B 20 20 22 23 3' -1" A 17 18 19 20 8 8' -0" 5' -11" B 21 21 22 23 5'-2" B 20 20 21 23 2' -11" A 17 17 19 20 8.5 8' 4" 6 -8" B 21 21 22 23 4' -11" B 21 21 21 22 2' -9" A 17 17 19 20 1. 1 9 7'-6" 6 -5" B 22 22 22 23 4' -9" B 21 21 21 22 2' -7" A 17 17 18 20 9.5 T -2" 5' -2" C 22 22 22 23 4' -T' B 21 21 21 22 2-6" A 17 17 18 20 10 6'4" 5' -0" C 22 22 22 22 4'4" B 21 21 21 22 24" A 17 17 18 19 11 6-2" 4' -8" C 22 22 22 22 4' -1" B 21 21 21 22 2' -2" A 17 17 18 19 12 5'-8" 4'4" C 22 22 22 22 3' -9" B 21 21 21 21 2' -0" A 17 17 18 19 13 1 5' -2" 1 4' -1" 1 C 1 22 1 22 1 22 1 22 11 3' -7" 1 B 1 21 1 21 1 21 1 21 11 1' -10" I A 1 17 1 17 1 18 1 19 10 3 22'4" 10' -2" B 21 25 27 28 9' -0" A 20 24 26 27 5' -10" A 17 22 23 24 LIVE 3.5 19' -5" 9' -2" B 21 25 26 28 8'4" B 20 24 25 27 5' -2" A 17 21 23 24 LOAD 4 17' 4" 8' -5" B 21 24 26 27 7' -5" B 21 24 25 26 4' -7" A 18 21 22 23 ONLY 4.5 15' -1" 7' -9" B 22 24 25 27 6-10" B 21 23 25 26 4' -2" A 18 20 22 23 9 1 5 13' -7" T -3" B 22 23 25 26 6'4" B 21 23 24 26 3'4" A 18 20 21 23 20 5.5 12'4- 6-9" B 22 23 25 26 5' -11" B 21 22 24 25 X -5" A 18 20 21 22 21 6 11'4" 64" B 22 23 24 26 5' -7" B 21 22 24 25 T -2" A 18 19 21 22 21 6.5 10' -5" 6-0" B 23 23 24 25 5'4" B 22 22 23 25 3' -0" A 18 19 21 22 21 7 91-8" 6-8" B 23 23 24 25 5' -0" B 22 22 23 24 2' -9" A 18 19 20 22 7.5 9' -1" 5' -5" B 23 23 23 25 4' -9" B 22 22 23 24 2' -7" A 18 19 20 21 8 8'-6" 5' -2" C 23 23 23 25 4'4" B 22 22 23 24 2' -5" A 18 19 20 21 8.5 81-0" 4' -11" C 23 23 23 24 4'4" B 22 22 23 24 2'-4" A 18 18 20 21 1. 1 9 T-6" 4'-8" C 23 23 23 24 4' -1" B 22 22 22 24 2' -2" A 18 18 20 21 9.5 T -T' 4'-6" C 23 23 23 24 T -11" B 22 22 22 23 2' -1" A 18 18 20 21 10 6-9" 4'4" C 23 23 23 24 X -9" B 22 22 22 23 2' 4" A 18 18 19 21 11 6-2" 4' -0" C 23 23 23 24 3'-6" B 22 22 22 23 1' -9" A 18 18 19 21 12 5'-8" T -9" C 24 24 24 24 3' -3" B 23 23 23 23 1'4" A 18 18 19 21 13 6 -2" 3' -&' C 24 24 24 24 3' -0" B 23 23 23 23 1'-6" A 18 18 20 1 21 10 3 22' -8" 11' -0" B 20 24 26 27 9' -9" A 19 23 25 26 6-0" A 16 21 22 23 LIVE 3.5 19' -5" 10' -0" B 20 24 25 26 8' -10" A 19 23 24 26 5' -9" A 17 20 22 23 LOAD 4 17' -0" 9' -2" B 20 23 25 26 V -1" B 19 22 24 25 5' -2" A 17 20 21 22 ONLY 4.5 15' -1" 8' -6" B 21 23 24 25 T-6" B 20 22 24 25 4'-8" A 17 19 21 22 9 1 5 13' -7" T -11" B 21 22 24 25 7'-0" B 20 22 23 24 4' -3" A 17 19 20 22 20 5.5 12'4" T -5" B 21 22 23 25 6'-6" B 20 21 23 24 T -11" A 17 19 20 21 21 6 11'4" T -0" B 21 22 23 24 6'4" B 20 21 23 24 3' -7" A 17 19 20 21 21 6.5 10' -5" 6-7" B 21 22 23 24 5'4" B 20 21 22 24 3'-4" A 17 18 20 21 21 7 9'-8" 6-3" B 21 21 23 24 5' -6" B 21 21 22 23 T -1" A 17 18 19 21 7.5 9' -1" T -11" B 22 22 22 24 5' -3" B 21 21 22 23 2' -11" A 17 18 19 20 8 8'-6" 5' -8" B 22 22 22 24 51-0" B 21 21 22 23 2' -9" A 17 18 19 20 8.5 8' 4" 5' -5" B 22 22 22 23 4' -9" B 21 21 22 23 2' -T' A 17 18 19 20 1. 1 9 T -6" 5' -2" B 22 22 22 23 4' -6" B 21 21 21 23 2' -0" A 17 17 19 20 9.5 T -2" 5' -0" C 22 22 22 23 4'4" B 21 21 21 22 2'-4" A 17 17 19 20 10 6' -9" 4'4" C 22 22 22 23 4' -2" B 21 21 21 22 2' -3" A 17 17 19 20 11 6-2" 4' -5" C 22 22 22 22 T -11" B 21 21 21 22 2'4" A 17 17 18 20 12 6-8" 4' -2" C 22 22 22 22 T -7" B 21 21 21 22 1' -10" A 17 17 18 20 13 6 -2" Y -10" C 23 23 23 23 T -5" B 22 22 22 22 1, 1'4" A 17 1 17 1 19 20 20 5" & 5.5" Extruded Alum Fascia (MU07) 4.5" Extruded Alum Fascia (MU32) 6" RF Fascia Detail MU29 B Attached Freestanding oI 24 Attached Freestanding oI B Attached Freestanding oI 24 25 Structure Multispan Units 15 Structure Multispan Units 22 Structure Multispan Units GROUND TRIB POST MAX 22 24 MAX POST LENGTH MAX B 18 MAX POST LENGTH MAX 24 4' -3" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTE PACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" I "d" "d" I (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 21 9 1 5 7' -1" 6' -2" (in) (in) (in) (in) 21 23 (in) (in) (in) (in) B 18 (in) (in) (in) (in) 20 3 11' -10" 8' -10" B 18 23 24 26 T -9" B 17 22 24 25 4'.11" A 15 20 21 22 4.5 3.5 10' -2" T -11" B 18 22 24 25 T -0" B 18 22 23 24 4' -3" A 15 19 20 22 6 4 8' -11" 7'4" B 19 22 23 25 6' -5" B 18 21 23 24 T -9" A 15 19 20 21 7.5 4.5 T -11" 6' -8" B 19 22 23 24 5' -10" B 18 21 22 24 3-5" A 15 18 20 21 9 1 5 7' -1" 6' -2" B 19 21 23 24 5' -5" B 18 21 22 23 3' -1" A 15 18 19 21 20 5.5 6' -5" 5' -9" B 19 21 22 24 5' -1" B 18 20 22 23 2' -10" A 15 18 19 20 21 6 5' -11" 5' -5" B 19 21 22 23 4'4" B 19 20 22 23 2' -7" A 15 18 19 20 21 6.5 5' -5" 5' -1" C 20 20 22 23 4' -6" B 19 20 21 23 2' -5" A 15 17 19 20 21 7 5' -1" 4' -10" C 20 20 22 23 4' -3" B 19 20 21 22 2' -3" A 15 17 19 20 7.5 4'4" 4' -T' C 20 20 21 23 4'4" B 19 19 21 22 2' -1" A 15 17 18 20 8 4' -5" 4'4" C 20 20 21 22 3'4" B 19 19 21 22 2' -0" A 15 17 18 19 8.5 4' -2" 4' -1" C 20 20 21 22 3' -T' B 19 19 20 22 1' -10" A 15 17 18 19 1. 1 9 T -11" 3' -11" C 20 20 21 22 11 3' -5" B 19 19 20 22 1' -9" A 15 17 18 19 9.5 X -9" T -9" C 20 20 21 22 3' -3" B 19 19 20 21 1' -8" A 15 16 18 19 20 3 11' -10" 8' -1" B 20 24 26 27 T -2" B 19 24 25 27 4'-4" A 16 21 22 24 4.5 3.5 10' -2" 7' -3" B 20 24 26 27 6' -5" B 19 23 25 26 X -10" A 16 20 22 23 6 4 8' -11" 6' -T' B 20 23 25 26 6 -10" B 20 23 24 26 3'4" A 16 20 21 23 7.5 4.5 T -11" 6'4" B 21 23 25 26 5'4" B 20 22 24 25 3' -0" A 16 20 21 22 9 1 5 7'4" 5' -8" B 21 23 24 26 4' -11" B 20 22 24 25 2' -9" A 16 19 21 22 20 5.5 6' -5" 5' -3" C 21 22 24 25 4' -7' B 20 22 23 25 2' -6" A 16 19 20 22 21 6 5' -11" 4' -11" C 21 22 24 25 4'4" B 20 22 23 24 2'4" A 17 19 20 22 21 6.5 5' -5" 4' -7" C 21 22 23 25 4' -0" B 20 21 23 24 2' -2" A 17 19 20 21 21 7 5' -1" 4'4" C 21 22 23 24 T -10" B 20 21 23 24 2' -0" A 17 18 20 21 7.5 4'4- 4'4" C 22 22 23 24 3' -T' B 21 21 22 24 1' -10" A 17 18 20 21 8 4' -5" 3' -11" C 22 22 23 24 T -5" B 21 21 22 23 1' -9" A 17 18 20 21 8.5 4' -2" T -9" C 22 22 22 24 T -3" B 21 21 22 23 1' -8" A 17 18 19 21 9 T -11" T -6" C 22 22 22 24 3' -1" B 21 21 22 23 1' -T' A 17 18 19 21 9.5 T -9" 3' -5" C 22 22 22 23 T -11" B 21 21 22 23 1'-6" A 17 18 19 21 25 25 3 1114" 8'4" B 18 23 24 3.5 9'-8" T -10" B 18 22 24 4 8'-6" T -2" B 19 22 23 4.5 7'4" 6' -T' B 19 22 23 5 6-9" V -1" B 19 21 23 5.5 6' -2" 5' -8" B 19 21 22 6 5'-8" 6-4" B 19 21 22 6.5 5' -2" 5 -0" C 19 20 22 7 4' -10" 4' -9" C 20 20 22 7.5 4'-6" 4'4" C 20 20 21 8 4' -3" 4' -3" C 20 20 21 8.5 4' -0" 4' -1" C 20 20 21 9 1 3' -9" T -10" C 20 20 21 115 MPH EXPOSURE C or 130 MPH EXPOSURE B B 3 11'-4" T -11" B 20 24 26 3.5 91$" T -1" B 20 24 25 4 8'-6" 6-6" B 20 23 25 4.5 T-6" 5' -11" B 20 23 24 5 6'4" 5' -6" B 21 23 24 5.5 6' -2" 5'4" C 21 22 24 6 5'-8" 4' -9" C 21 22 23 6.5 5' -2" 4' -6" C 21 22 23 7 4' -10" 4' -3" C 21 21 23 7.5 4' -0" 4' -0" C 21 21 23 8 4' -3" 3' -9" C 21 21 23 8.5 4' -0" 3' -T' C 21 21 1 22 9 1 3' -9" 1 3' -5" 1 C 1 22 1 22 22 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 47 of 106 26 T-8" B 17 22 25 0 -11" B 18 22 25 64" B 18 21 24 5' -9" B 18 21 24 64" B 18 21 24 5' -0" B 18 20 23 4'4" B 19 20 23 4' -5" B 19 20 23 4'4" B 19 20 23 3-11" B 19 19 22 3' -9" B 19 19 22 T -T B 19 19 22 T,5" B 19 19 2 27 7'-0" B 19 24 27 6-3" B 19 23 26 5' -8" B 19 23 26 5' -3" B 20 22 25 4' -10" B 20 22 25 4' -6" B 20 22 25 4' -2" B 20 21 25 S -11" B 20 21 24 T.8" B 20 21 24 3' -6" B 20 21 24 3'4- B 20 21 24 T -2" 1 B 21 21 23 3' -0" B 21 21 24 25 4' -10" A 23 24 4' -2" A 23 24 3' -9" A 22 24 3'-4" A 22 23 3' -0" A 22 23 2' -9" A 21 23 2' -T' A 21 22 2'4" A 21 22 2' -2" A 21 22 2'4" A 21 22 1' -11" A 20 22 1'-10" A 20 22 1' -9" A Q�yQfE� 25 27 25 26 �CjO -P V 24 24 2s 25 �� V 24 2 J 8 23 25 * 6; 23 23 24 24 9 �� 22 24 Or-C, 22 24 22 23 FEB 2 4 22 1 23 22 23 15 20 21 22 15 19 20 22 15 19 20 21 15 18 20 21 15 18 19 21 15 18 19 20 15 18 19 20 15 17 19 20 15 17 18 20 15 17 18 20 15 17 18 19 15 17 18 19 15 17 18 19 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.7 5" & 5.5" Extruded Alum Fascia (MU07) 4.5" Extruded Alum Fascia (MU32) 6" RF Fascia Detail MU29 B Attached Freestanding of 27 Attached Freestanding of B Attached Freestanding of 26 28 Structure Multispan Units 18 Structure Multispan Units 25 Structure Multispan Units GROUND TRIB POST MAX 25 27 MAX POST LENGTH MAX B 21 MAX POST LENGTH MAX 27 4' -11" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" I 'Cr' I "d" I (FT) TYPE "d" "d" "d" I "d" 23 11' 5 13' -7" T -0" (in) (in) (in) (in) 24 25 (in) I (in) (in) (in) B 21 (in) (in) (in) (in) i i5 MPH EXv0SUKt c Or 130 MPH EXPOSURE B 10 3 22' -8" 9' -10" B 21 1 26 27 29 8' -8" B 20 25 26 28 5'-8" A 18 22 23 25 LIVE 3.5 19' -5" 8' -11" B 22 25 27 28 T -10" B 21 24 26 27 4' -11" A 18 21 23 24 LOAD 4 17' -0" 8' -2" B 22 25 26 27 T -2" B 21 24 25 27 4' -5" A 18 21 22 24 ONLY 4.5 15' -1" 7' -6" B 22 24 26 27 6' -7" B 21 23 25 26 4' -0" A 18 21 22 23 11' 5 13' -7" T -0" B 22 24 25 27 6' -2" B 21 23 25 26 3' -7" A 18 20 22 23 5.5 12'-4" 6'-6" B 23 23 25 26 6 -9" B 22 23 24 26 3'-4" A 18 20 21 23 6 11' -4" 6'-2" B 23 23 25 26 5' -5" B 22 23 24 25 3' -1" A 18 20 21 22 6.5 10' -5" 5' -9" B 23 23 24 26 5' -1" B 22 22 24 25 2' -10" A 18 19 21 22 7 9' -8" 5' -6" B 23 23 24 25 4' -10" B 22 22 24 25 2'-8" A 18 19 21 22 7.5 9' -1" 1. 5' -2" C 23 23 24 25 4' -7" B 22 22 23 25 2'-6" A 18 19 20 22 8 8'-6" 4' -11" C 23 23 24 25 4'4" B 22 22 23 24 2'-4" A 18 19 20 22 8.5 8' -0" 4' -9" C 23 23 23 25 4' -2" B 22 22 23 24 2' -2" A 18 19 20 21 9 7'-6" 4'-6" C 24 24 24 25 S -11" B 23 23 23 24 2' -1" A 18 18 20 21 9.5 T.2" 4'4" C 24 24 24 24 3' -9" B 23 23 23 24 2' -0" A 18 18 20 21 10 6' -9" 4' -2" C 24 24 24 24 3'-8" B 23 23 23 24 V -10" A 18 18 20 21 11 1 V -2" 3' -10" 1 C 24 24 1 24 1 24 11 3'-4" 1 B 1 23 1 23 1 23 1 23 11 1'-8" A 18 18 20 21 20 3 11' -10" 9'4" B 18 23 24 25 8' 4" B 17 22 23 25 5' -1" A 15 19 21 22 Structure 3.5 10' -2" 8' -2" B 18 22 23 25 T -2" B 17 21 23 24 4' -5" A 15 19 20 21 MIN 4 8' -11" T -5" B 18 22 23 24 6' -T' B 18 21 22 24 T -11" A 15 18 20 21 CONSTRAINED FOOTERSPACINC 4.5 T -11" 6-10" B 19 21 23 24 6-0" B 18 21 22 23 T -6" A 15 18 19 21 11' 5 7' -1" 6-4" B 19 21 22 23 5' -T' B 18 20 22 23 3' -2" A 15 18 19 20 5.5 6' -5" 5' -11" B 19 21 22 23 5' -3" B 18 20 21 23 2' -11" A 15 18 19 20 6 5' -11" 5' -7" B 19 20 22 23 4' -11" B 18 20 21 22 2'-8" A 15 17 19 20 6.5 5' -5" 5' -3" C 19 20 21 23 4' -T' B 18 20 21 22 2' -6" A 15 17 18 20 7 5' -1" 4' -11" C 19 20 21 22 4'4" B 18 19 21 22 2' -4" A 15 17 18 19 7.5 4' -9" 4'-8" C 19 20 21 22 4' -1" B 19 19 21 22 2' -T' A 15 17 18 19 8 4' -5" 4-6" C 19 19 21 22 a -11" B 19 19 20 22 2' -1" A 15 17 18 19 8.5 4' -2" 4' -3" C 20 20 21 22 3' -9" B 19 19 20 21 1' -11" A 15 16 18 19 9 T -11" 4' -1" C 20 20 20 22 T -T' B 19 19 20 21 V -10" A 15 16 18 19 9.5 1 3' -9" 1 S -11" 1 C 1 20 20 1 20 1 22 11 3' -S' 1 B 1 19 19 1 20 1 21 11 V -9" I A 15 1 16 1 18 19 20 3 11' -10" 8' -3" B 19 24 26 27 7'-41" B 19 23 25 26 4'-6" A 16 21 22 23 Structure 3.5 10' -2" T -5" B 20 24 25 26 6' -T' B 19 23 24 26 3' -11" A 16 20 21 23 MIN 4 8' -11" 6-9" B 20 23 25 26 6' -0" B 19 22 24 25 3'-6" A 16 20 21 22 CONSTRAINED FOOTERSPACINC 4.5 T -11" 6-3" B 20 23 24 26 5' -6" B 19 22 24 25 3' -1" A 16 19 21 22 11' 5 T -1" 5' -9" B 20 22 24 25 5' -1" B 20 22 23 25 2' -10" A 16 19 20 22 5.5 6' -5" 55" B 21 22 23 25 4'4" B 20 21 23 24 2' -T' A 16 19 20 21 6 5' -11" 5' -0" C 21 22 23 25 4' -5" B 20 21 23 24 2' -5" A 16 18 20 21 6.5 5' -5" 4' -9" C 21 21 23 24 4' -2" B 20 21 22 24 2' -2" A 16 18 20 21 7 5' -1" 4'-6" C 21 21 23 24 3-11" B 20 21 22 23 2' -1" A 16 18 20 21 7.5 4' -9" 4' -3" C 21 21 22 24 3'-8" B 20 20 22 23 V -11" A 16 18 19 21 8 4' -5" 4' -0" C 21 21 22 24 T -6" B 20 20 22 23 V -10" A 16 18 19 21 8.5 4' -2" TAU' C 21 21 22 23 3'4" B 20 20 22 23 1'-8" A 16 18 19 20 9 Y -11" 3-8" C 21 21 22 23 T -2" 1 B 20 20 21 23 l' -7" A 16 17 19 20 9.5 3' -9" 3'-6" C 21 21 22 23 3-0" B 20 20 21 23 1'-6" A 16 17 19 20 10 1 3'-6" 1 3'4" 1 C 1 21 1 21 1 22 1 23 T -11" 1 B 1 20 1 20 21 22 1' -5" I A 1 16 1 18 1 19 20 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. S. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7 115 MPH EXPOSURE B 30 5" & 5.5" Extruded Alum Fascia (MU07) 4.5" Extruded Alum Fascia (MU32) 6" RF Fascia Detail MU29 B Attached Freestanding of 24 Attached Freestanding oI B Attached Freestanding of 23 25 Structure Multispan Units 14 Structure Multispan Units 22 Structure Multispan Units GROUND TRIB POST MAX 22 23 MAX POST LENGTH MAX B 17 MAX POST LENGTH MAX 24 3' -9" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTS SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 21 (FT) (FT) TYPE "d" "d" " d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" d" "d" "d" 21 11' 5 5' -8" 5' -T (in) (in) (in) (in) 21 22 (in) (in) (in) (in) B 18 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 3 9' -6" 8' -0" B 18 22 24 25 T -1" B 17 22 23 25 4'-4" A 14 19 20 22 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 7' -2" B 18 22 23 25 6'-4" B 17 21 23 24 3' -9" A 14 19 20 21 8' 4 7' -1" 6' -6" B 18 21 23 24 5' -9" B 17 21 22 24 3'-4" A 14 18 20 21 n/a 4.5 6'-4" 6' -0" B 18 21 23 24 5' -3" B 18 21 22 23 3' -0" A 15 18 19 21 11' 5 5' -8" 5' -T B 18 21 22 23 4' -11" B 18 20 22 23 2'-8" A 15 18 19 20 5.5 5' -2" 5' -2" B 19 21 22 23 4'4" B 18 20 21 23 2'S" A 15 17 19 20 6 4' -9" 4' -10" C 19 20 22 23 4' -3" B 18 20 21 22 2' -3" A 15 17 19 20 6.5 4'-4" 4' -T' C 19 20 21 23 4' -0" B 18 19 21 22 2' -1" A 15 17 18 20 7 4' -1" 4' -3" C 19 20 21 22 3' -9" B 18 19 21 22 1' -11" A 15 17 18 19 7.5 3' -9" 4' -1" C 19 20 21 22 3' -T' B 18 19 20 22 1' -10" A 15 17 18 19 8 3'-6" T -10" C 19 19 21 22 3'-4" B 18 19 20 21 1'-9" A 15 17 18 19 8.5 3' 4" 3' -8" C 19 19 21 22 T -2" B 18 19 20 21 1' -T' A 15 16 18 19 30 3 9-6" T -5" B 19 24 26 27 6'-6" B 18 23 25 26 3' -11" A 16 20 22 23 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6' -8" B 20 23 25 26 5' -10" B 19 23 24 26 3'5" A 16 20 21 23 8' 4 T -1" 6' -0" B 20 23 25 26 5'-4" B 19 22 24 25 T -0" A 16 20 21 22 n/a 4.5 6'-4" 5' -6" B 20 23 24 26 4' -10" B 19 22 24 25 2'-8" A 16 19 21 22 11' 5 5'-8" 5' -1" C 20 22 24 25 4' -6" B 19 22 23 25 2' -5" A 16 19 20 22 5.5 5' -2" 4' -9" C 20 22 23 25 4' -2" B 19 21 23 24 2' -3" A 16 19 20 22 6 4' -9" 4' -5" C 20 22 23 25 3-11" B 20 2' -0" A 16 18 20 21 6.5 4'-4" 4' -2" C 21 21 23 24 3' -8" B 20 1' -11" A 16 18 20 21 7 4' -1" 3' -11" C 21 21 23 24 3' -5" B 20 1' -9" 1 A 1 16 1 18 1 20 1 21 OVER- Post Description Max H t POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU1oo Twin 0.062 "x1.5 "x1.5" Scroll HANG B MU1ao 0.024 "x3 "x3" Post w/ Side plat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mus9 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' 8' 9 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.6 T 7.5' 8' 83 9' 9.5' 10' 10.6 11' 1' 3.5' 4' 4.5' 5' 55 6 6.5' T 7.5' IT 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' T 7.6 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a IT 85 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU1oo Twin 0.062 "x1.5 "x1.5" Scroll 9' B MU1ao 0.024 "x3 "x3" Post w/ Side plat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mus9 Alum 0.040 "x3 "x3" Lockseam 11' E IMU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" SquarE 12' K MU50 3/16 "x3 "x3" Steel Squar( 12' L MU93 TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POSTI Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G I MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Squar( I d= 42" 14' K MU93 3/16 "x6 "x6" Steel Squar( I d= 47" 1 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 48 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariuutnam(a)comcast.net 'EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA: TABLE 5.8 5" Magnum Gutter (M 36) 6" Magnum Gutter (M 37) 6" Smooth Gutter (MU 38) B Attached Freestanding of 26 Attached Freestanding oI B Attached Freestanding of 27 28 Structure Multispan Units 21 Structure Multispan Units 27 Structure Multispan Units GROUND TRIB POST MAX 24 25 MAX POST LENGTH MAX C 22 MAX POST LENGTH MAX 28 14' -T' MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB 3PACINC POST SIZE CONSTRAINED FOOTEF SPACINE POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d' "d" 26 5 13' -7" 9'-4" (in) (in) (in) (in) 23 24 (in) (in) (in) (in) D 24 (in) (in) (in) (in) 10 3 22' -8" 13' -3" B 20 24 26 27 15-11" B 21 26 27 28 15'4" B 21 24 26 27 LIVE 3.5 19' -5" 12' -0" B 21 24 25 27 15' -1" C 22 25 27 28 14' -T' C 22 24 26 27 LOAD 4 17' -0" 10' -11" B 21 23 25 26 14' -5" C 23 25 26 28 13' -8" C 22 24 25 26 ONLY 4.5 15' -1" 10' -1" 8 21 23 24 26 13' -11" C 23 25 26 28 12' -11" C 23 23 25 26 5 13' -7" 9'-4" B 21 23 24 25 13' -5" D 24 25 26 27 12'4" C 23 23 25 26 5.5 12'-4" 8' -9" B 21 22 24 25 12' -9" D 24 24 26 27 11' -8" C 24 24 24 26 6 11'4" 8' -3" C 22 22 23 25 12' -2" E 25 25 25 27 11' -2" D 24 24 24 25 6.5 10' -5" T -9" C 22 22 23 24 11'-7" E 25 25 25 27 10' -9" D 24 24 24 25 7 9'-8" T-4" C 22 22 23 24 11' -2" E 25 25 25 26 10' -5" E 25 25 25 25 7.5 9' -1" 6-11" C 22 22 23 24 101-8" E 25 25 25 26 10' -0" E 25 25 25 25 8 8'-6" 6' -7" C 22 22 22 24 10'4" E 26 26 26 26 9' -9" E 25 25 25 25 8.5 8' 4" 6'4" C 22 22 22 23 9-11" E 26 26 26 26 9' -5" E 25 25 25 25 9 T-6" 6-0" C 22 22 22 23 9' -T' F 26 26 26 26 9' -2" E 26 26 26 26 9.5 T -2" 5'4" C 22 22 22 23 9'4" F 26 26 26 26 8' -11" E 26 26 26 26 10 6-9" 5' -6" C 23 23 23 23 9' -0" F 26 26 26 26 8'-8" F 26 26 26 26 11 6' -2" 5' -1" C 23 23 23 23 8'-6" F 27 27 27 27 8' -2" F 26 26 26 26 12 6-8" 4'4" C 23 23 23 23 8' -1" F 27 27 27 27 T -9" F 27 27 27 27 13 5' -2" 4' -6' C 23 23 23 23 7'-8" F 27 27 27 27 T -5" F 27 27 1 27 27 10 3 22' -8" 11' -9" B 22 26 28 29 14' -11" C 24 27 29 31 14' -5" C 23 26 28 29 LIVE 3.5 19' -5" 10' -T' B 22 25 27 28 14' -2" C 24 27 29 30 13'-4" C 24 26 27 29 LOAD 4 1T-Y' 9' -T' B 22 25 26 28 13'4" C 25 27 28 30 12' -6" C 24 25 27 28 ONLY 4.5 15' -1" 8' -10" B 23 24 26 27 12' -10" D 26 27 28 30 11' -9" C 25 25 27 28 5 13' -7" 8' -2" B 23 24 26 27 12' -1" E 26 26 28 29 11' -2" D 25 25 26 28 5.5 12'-4" T -7" C 23 24 25 27 11'-6" E 26 26 27 29 10'4" D 26 26 26 27 6 11'4" T -2" C 23 23 25 26 10' -11" E 27 27 27 29 10' -3" E 26 26 26 27 6.5 10' -5" 6-8" C 23 23 25 26 10' -5" E 27 27 27 28 9' -10" E 27 27 27 27 7 9'-8" 6'4" C 24 24 24 26 10' -0" E 27 27 27 28 9' -5" E 27 27 27 27 7.5 9-1" 6-0" C 24 24 24 25 9' -T' F 28 28 28 28 9-2" E 27 27 27 27 8 8'-6" 5'-8" C 24 24 24 25 9' -3" F 28 28 28 28 8' -10" E 27 27 27 27 8.5 8' -0" 5' -5" C 24 24 24 25 8' -11" F 28 28 28 28 8' -T' F 28 28 28 28 9 7'-6" 5' -2" C 24 24 24 25 8' -7' F 28 28 28 28 8' -3" F 28 28 28 28 9.5 T -2" 4' -11" C 24 24 24 24 8'4" F 29 29 29 29 8' -0" F 28 28 28 28 10 6-9" 4'4" C 24 24 24 24 8' -1" F 29 29 29 29 T -9" F 28 28 28 28 11 6' -2" 4'4" C 24 24 24 24 T -7" F 29 29 29 29 T-4" F 29 29 29 29 12 5'-8" 4' -1" C 24 24 24 24 T -2" F 29 29 29 29 6' -11" F 29 29 29 29 13 5 -2" T -9" C 1 24 24 24 24 6' -10" F 30 30 30 30 6' -T' I F 29 1 29 1 29 1 29 10 3 22' -8" 12'4" B 21 25 26 28 15' -7" B 22 26 28 29 16-4" B 22 25 26 28 LIVE 3.5 19' -5" 11' -0" B 21 24 26 27 14' -10" C 23 26 27 29 14' -3" C 22 24 26 27 LOAD 4 17'-0" 10'-6" B 21 24 25 27 14' -2" C 23 25 27 28 13'4" C 23 24 26 27 ONLY 4.5 15' -1" 914" B 21 23 25 26 13-7" C 24 25 27 28 12' -T' C, 23 24 25 27 5 13' -7" 9-0" B 22 23 24 26 t3' -0" D 25 25 26 28 11' -11" C 24 24 25 26 5.5 12'4" 8' -5" B 22 23 24 25 12'4" D 25 25 26 28 11'4" C 24 24 25 26 6 11'4" T -10" C 22 22 24 25 11' -9" E 25 25 26 27 10' -11" D 25 25 25 26 6.5 10' -5" T -5" C 22 22 23 25 11' -3" E 25 25 26 27 10'-6" D 25 25 25 26 7 9'-8" T -0" C 22 22 23 24 10' -9" E 26 26 26 27 10' -1" E 25 25 25 25 7.5 9' -1" 6-8" C 22 22 23 24 10' 4- E 26 26 26 26 9' -9" E 25 25 25 25 8 8'-6" 6'4" C 23 23 23 24 10' -0" E 26 26 26 26 9' -5" E 26 26 26 26 8.5 8' -0" 6-0" C 23 23 23 24 9' -T' F 26 26 26 26 9' -2" E 26 26 26 26 9 7'-6" 5' -9" C 23 23 23 24 9'4" F 27 27 27 27 8' -11" E 26 26 26 26 9.5 T -2" 5' -6" C 23 23 23 23 914" F 27 27 27 27 8' -8" F 26 26 26 26 10 6'4" 5'-3" C 23 23 23 23 8' -9" F 27 27 27 27 8' -5" F 27 27 27 27 11 6-2" 4'-10" C 23 23 23 23 8' -3" F 27 27 27 27 T -11" F 27 27 27 27 12 6-8" 4'-6" C 23 23 23 23 7' -10" F 28 28 28 28 T-6" F 27 27 27 27 13 1 5' -2" I 4' -3" C 1 23 1 23 1 23 1 23 T -5" I F 1 28 1 28 1 28 1 28 11 T -2" I F 1 28 1 28 28 28 20 5" Magnum Gutter (MU36 ) 6" Magnum Gutter MU37) 10' -1" 6" Smooth Gutter (MU38) 19 Attached Freestanding of 26 Attached Freestanding of 21 Attached Freestanding of 28 12' -11" Structure Multispan Units 24 Structure Multispan Units Structure Multispan Units GROUND TRIB POST MAX 24 26 MAX POST LENGTH MAX 22 25 MAX POST LENGTH MAX 12' -0" C MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED OOTEJ SPACINE POST SIZE CONSTRAINEDFOOTERSPACINC T -11" POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 5 T -1" 6-11" C (in) (in) (in) (in) 23 24 (in) (in) (in) (in) 23 24 (in) (in) (in) (in) 20 3 11' -10" 10' -1" B 19 24 25 26 13' -10" C 21 25 27 28 12' -11" C 21 24 25 27 3.5 10' -2" 9' -1" B 19 23 24 26 13' -1" D 22 25 27 28 12' -0" C 21 24 25 26 4 8' -11" 8'4" B 20 23 24 25 12' -2" D 22 25 26 27 11' -2" D 22 23 25 26 4.5 T -11" T -6" C 20 22 24 25 11'4" E 23 24 26 27 10' -7" D 22 23 24 26 5 T -1" 6-11" C 20 22 23 24 10' -8" E 23 24 25 27 10' -0" E 22 23 24 25 5.5 6' -5" 6' -5" C 20 21 23 24 10' -1" E 23 24 25 26 9' -T' E 23 23 24 25 6 5' -11" 6' -0" C 20 21 23 24 9' -T' F 24 24 25 26 9' -2" E 23 23 24 25 6.5 5' -5" 5' -8" C 20 21 22 23 9' -2" F 24 24 25 26 8' -10" E .23 23 23 25 7 5' -1" 5'4" C 20 21 22 23 8' -9" F 24 24 24 26 8' -5" F 24 24 24 25 7.5 4'4" 5' -0" C 20 20 22 23 8' -5" F 24 24 24 25 8' -1" F 24 24 24 24 8 4' -5" 4' -9" C 21 21 22 23 8'4" F 24 24 24 25 T -9" F 24 24 24 24 8.5 4' -2" 4' -6" C 21 21 21 23 T -9" f 25 25 25 25 T -6" F 24 24 24 24 9 T -11" 4'-4" C 21 21 21 22 T -6" F 25 25 25 25 7' -3" F 25 25 25 25 9.5 3' -9" 4' -1" C 21 21 2t 22 T -3" F 25 25 25 25 T-9- F 25 25 25 25 20 3 11' -10" 9' -3" B 21 25 27 28 13' -2" D 23 27 29 30 12' -1" C 23 26 27 29 3.5 10' -2" 8'4" B 21 25 26 28 12' -2" E 24 27 28 30 11' -3" D 23 25 27 28 4 8' -11" T -6" C 21 24 26 27 11'4" E 24 26 28 29 10'4" D 24 25 27 28 4.5 T -11" 6-10" C 21 24 25 27 10' -7" E 25 26 28 29 9' -11" E 24 25 26 28 5 T -1" 6' -3" C 22 23 25 26 9-11" E 25 26 27 29 9' -5" E 25 25 26 27 5.5 6' -5" 5' -10" C 22 23 24 26 9-5" F 25 25 27 28 9' -0" E 25 25 26 27 6 5' -11" 5' -5" C 22 23 24 25 8' -11" F 26 26 27 28 8' -T' F 25 25 25 27 6.5 5' -5" 5' -1" C 22 22 24 25 8'4" F 26 26 26 28 8' -2" F 26 26 26 27 7 5' -1" 4' -9" C 22 22 23 25 8' -1" F 26 26 26 27 T -10" F 26 26 26 26 7.5 4'4" 4' -6" C 22 22 23 25 T -9" F 27 27 27 27 7'-6" F 26 26 26 26 8 4' -5" 4'4" C 22 22 23 24 7' -6" F 27 27 27 27 T -2" F 26 26 26 26 8.5 4' -2" 4' -0" C 22 22 23 24 7' -2" 27 27 6' -11" F 27 27 27 27 9 T -11" 3' -10" C 22 22 23 24 6' -11" LM 27 27 6'-8" F 27 27 27 27 9.5 3'-9" T -8" C 22 22 22 24 6'-8" 27 27 6' -5" F 27 27 27 27 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 49 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5. 5" Magnum Gutter (MU36) 6" Magnum Gutter (M 37) 6" Smooth Gutter (MU38) B Attached Freestanding oI 28 Attached Freestanding oI C Attached Freestanding of 30 31 Structure Multis an Units 24 Structure Multispan Units 30 Structure Multispan Units GROUND TRIB POST MAX 26 27 MAX POST LENGTH MAX C 25 MAX POST LENGTH MAX 31 13' -0" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' 1 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTIEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 28 11.5' 5 13' -7" T -11" (in) (in) (in) (in) 24 26 (in) (in) (in) (in) E 27 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 11'-4" B 22 26 28 29 14'-8" C 24 28 30 31 14' -1" C 24 27 28 30 LIVE 3.5 19' -5" 10' -3" B 23 26 27 29 13' -11" C 25 28 29 31 13' -0" C 24 26 28 29 LOAD 4 17'.0" 9'-4" B 23 25 27 28 13'4" D 26 27 29 30 12' -2" C 25 26 27 29 ONLY 4.5 15' -1" 8' -6" B 23 25 26 28 12' -6" D 26 27 29 30 11' -6" C 26 26 27 28 11.5' 5 13' -7" T -11" C 23 24 26 27 11' -10" E 27 27 28 30 10' -11" D 26 26 27 28 5.5 12' -4" T-4" C 24 24 26 27 11' -2" E 27 27 28 29 10' -5" D 26 26 26 28 6 11'-4" 6-11" C 24 24 25 27 10' -7" E 27 27 28 29 10' -0" E 27 27 27 28 6.5 10' -5" 6-6" C 24 24 25 26 10' -2" E 28 28 28 29 9' -T' E 27 27 27 27 7 9-8" 6' -1" C 24 24 25 26 9' -8" F 28 28 28 29 9' -3" E 27 27 27 27 7.5 9' -1" 6 -9" C 24 24 24 26 91-4" F 28 28 28 28 8' -11" E 28 28 28 28 8 8'-6" 6-6" C 24 24 24 25 9' -0" F 28 28 28 28 8' -7" F 28 28 28 28 8.5 8' -0" 5' -2" C 24 24 24 25 814" F 29 29 29 29 8'-4" F 28 28 28 28 9 7' -0" 5' -0" C 24 24 24 25 8'4" F 29 29 29 29 8' -0" F 29 29 29 29 9.5 T -2" 4' -9" C 24 24 24 25 8'-1" F 29 29 29 29 7' -9" F 1 29 29 29 1 29 10 6-9" 4' -6" C 24 24 24 25 T -10" F 29 29 29 29 T-6" F 29 29 29 29 11 6' -2" 4' -2" C 25 25 25 25 T-4- F 30 30 30 30 T -1" F 29 29 1 29 29 17U MPH EXPUSURE B 20 3 11' -10" 10' -5" B 19 23 25 26 14' -0" C 21 25 26 28 13' -2" C 20 24 25 26 Structure 3.5 10' -2" 9-4" B 19 23 24 25 13'-4" D 21 24 26 27 12' -3" C 21 23 25 26 MIN 4 8' -11" 8'-6" B 19 22 24 25 12' -5" D 22 24 26 27 1 11' -5" C 21 23 24 25 CONSTRAINED FOOTERSPACINC 4.5 T -11" T -9" C 19 22 23 24 111-8" E 22 24 25 27 10' -9" D 22 23 24 25 11.5' 5 T -1" T -2" C 19 21 23 24 10' -11" E 22 23 25 26 10' -3" E 22 22 24 25 5.5 6' -5" 6-8" C 20 21 22 24 10' -4" E 23 23 25 26 9' -9" E 22 22 23 25 6 5' -11" 6-3" C 20 21 22 23 9-10" E 23 23 24 26 94" E 23 23 23 24 6.5 5' -5" 5' -10" C 20 21 22 23 9' -5" F 23 23 24 25 9-0" E 23 23 23 24 7 5' -1" 6-6" C 20 20 22 23 91-0" F 23 23 24 25 8'-8" F 23 23 23 24 7.5 4' -9" 5' -2" C 20 20 21 23 8' -T' F 24 24 24 25 V -3" F 23 23 23 24 8 4' -5" 4' -11" C 20 20 21 22 8' -3" F 24 24 24 25 8' -0" F 24 24 24 24 8.5 4' -2" 4'-8" C 20 20 21 22 8' -0" F 24 24 24 25 T-8" F 24 24 24 24 9 3-11" 4' -5" C 20 20 21 22 T -8" F 24 24 24 24 T -5" F 24 24 24 24 9.5 T -9" 4' -3" C 20 20 21 22 T -S' I F 1 24 1 24 1 24 1 24 T -2" F 24 24 24 24 i i0 MPH tAPUSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 9' -5" B 20 25 26 28 13'4" C 23 27 28 30 12'4' C 22 25 27 28 Structure 3.5 10' -2" 8' -0" B 21 24 26 27 12' -5" D 23 26 28 29 11' -5" C 23 25 26 28 MIN 4 V -11" 7'-8" C 21 24 25 27 111-6" E 24 26 27 29 1 19-8" D 23 24 26 27 CONSTRAINED FOOTERSPACINC 4.5 T -11" T -0" C 21 23 25 26 10' -9" E 24 25 27 28 10' -1" E 24 24 26 27 11.5' 5 T -1" 6' -5" C 21 23 24 26 10' -2" E 25 25 27 28 9' -7" E 24 24 25 27 5.5 6-5" V-9' C 21 22 24 25 9' -T' F 25 25 26 28 9' -2" E 25 25 25 27 6 V -11" 5' -T' C 21 22 24 25 9' -1" F 25 25 26 27 8' -9" F 25 25 25 26 6.5 5' -5" 5' -3" C 22 22 23 25 81-8" F 25 25 26 27 8'4" F 25 25 25 26 7 5' -1" 4' -11" C 22 22 23 24 8' -3" F 26 26 26 27 V -0" F 25 25 25 26 7.5 4' -9" 4'-8" C 22 22 23 24 T -11" F 26 26 26 27 7'-8" F 26 26 26 26 8 4' -5" 4' -5" C 22 22 23 24 T -8" F 26 26 26 27 T -4" F 26 26 26 26 8.5 4' -2" 4'-2" C 22 22 22 24 7'-4" F 26 26 26 26 7' -1" F 26 26 26 26 9 3-11" 4' -0" C 22 22 22 24 T -1" F 27 27 27 27 6-10" F 26 26 26 26 9.5 T -9" 3' -9" C 22 22 22 23 V -10" F 27 27 27 27 6' -T' F 1 26 26 1 26 26 10 1 3-6" 1 3' -T' I C 1 22 1 22 1 22 1 23 11 6' -T' I F 1 27 1 27 1 27 1 27 6'-5" F 27 27 27 1 27 UrNrKAL INN IKUE:I IUNb FUK 111t5t IAI3Ltb 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 115 MPH EXPOSURE B 30 5" Magnum Gutter (M 36) 6" Magnum Gutter (MU37) 6" Smooth Gutter (M 38) B Attached Freestanding oI 25 Attached Freestanding of D Attached Freestanding oI 27 28 Structure Multispan Units 20 Structure Multispan Units 26 Structure Multispan Units GROUND TRIB POST MAX 23 24 MAX POST LENGTH MAX E 21 MAX POST LENGTH MAX 1 27 11' -2" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' 1 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACIN POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" I "d" 25 11.5' 5 5' -8" 6' -2" (in) (in) (in) (in) 21 23 (in) (in) (in) (in) E 22 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 3 9' -6" 9' -1" B 18 23 25 26 13' -1" D 21 25 27 28 12' -0" C 20 24 25 26 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 8' -2" B 19 23 24 25 12' -1" E 21 25 26 27 11' -2" D 21 23 25 26 8.6 4 7' -1" 7' -4" C 19 22 23 25 11' -2" E 22 24 26 27 10' -5" D 21 23 24 26 n/a 4.5 6'4" 6' -9" C 19 22 23 24 10' -5" E 22 24 25 27 9' -10" E 22 23 24 25 11.5' 5 5' -8" 6' -2" C 19 21 23 24 9' -10" E 22 23 25 26 9'4" E 22 22 24 25 5.5 5' -2" 5' -9" C 19 21 22 24 9' -3" F 23 23 25 26 8' -11" E 22 22 24 25 6 4'4" 5'4" C 19 21 22 23 8' -10" F 23 23 24 26 8'-6" F 23 23 23 25 6.5 4'-4" T -0" C 19 20 22 23 8' -5" F 23 23 24 25 8' -1" F 23 23 23 24 7 4' -1" 4' -8" C 20 20 21 23 8' -0" F 23 23 24 25 T -9" F 23 23 23 24 7.5 3' -9" 4' -5" C 20 20 21 22 7' -8" F 24 24 24 25 7' -5" F 23 23 23 24 8 3'-6" 4' -2" C 20 20 21 22 T -5" F 24 24 24 25 7' -1" F 23 23 23 24 8.5 1 3'-4" 1 4' -0" 1 C 1 20 1 20 1 21 1 22 11 T -1" 1 F 1 24 24 1 24 25 U -10" F 24 24 24 1 24 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 3 9-6" 8' -5" B 20 25 26 28 12'-4" D 23 27 29 30 11'-4" C 22 25 27 28 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" T -6" C 20 24 26 27 11'-4" D 23 26 28 29 10'-6" D 23 25 27 28 8.6 4 T -1" 6' -9" C 21 24 25 26 101-6" E 24 26 28 29 9' -10" E 23 25 26 28 n/a 4.5 6'-4" 6' -2" C 21 23 25 26 9'4" E 24 26 27 29 914" E 24 24 26 27 11.5' 5 5'-8" 5' -8" C 21 23 24 26 9-2" E 25 25 27 28 8' -10" F 24 24 26 27 5.5 5' -2" 5' -3" C 21 22 24 25 8' -8" F 25 25 26 28 8' -4" F 25 25 25 27 6 4' -9" 4' -10" C 21 22 24 25 8' -3" F 25 25 26 28 T -11" F 25 25 25 26 6.5 4'-4" 4' -7" C 21 22 23 25 T -10" F 25 25 26 27 T -7" F 25 25 25 26 7 1 4' -1" 1 4' -3" 1 C 1 21 1 22 1 23 1 24 11 T -6" 1 F 1 26 26 26 27 7' -2" F 25 25 25 26 OVER- Post Description Max H t TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo HANG 9' B Mum 0.024 "x3 "x3" Post w/ Side p] PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MUm Alum 0.040 "x3 "x3" Lockseam (FT) 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 1' 3.6 4' 4.5' 5' 5.5' 6' 6.5' T 75 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 12' 3' 1 n/a n/a n/a n/a n/a n/a n/a 6 8.6 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' Ma n/a n/a n/a Na n/a n/a n/a n/a Na Na 10.5' 11' 11.5' 12' 12.5' 1'3 TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mum 0.024 "x3 "x3" Post w/ Side p] 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MUm Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 10' E I MU50 Steel 0.043 "x3 "x3" Locksea d= 32" 10' G Alum 0.120 "x4 "x4" SquarE lim 3/16 "x4 "x4" Steel Square d= 35" 14' 3/16 "x3 "x3" Steel SquarE MU93 3/16 "x4 "x4" Steel Square 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 1 8' E MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E I MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G IMU93 3/16 "x4 "x4" Steel Square d= 35" 14' I 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel SquarE I d= 42" 14' K IMU93 3/16 "x6 "x6" Steel SquarE d= 47" 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 50 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outnam(cDcomcast.net 'EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.9 0.043 "x3 "x3" Steel Lockseam MU89 0.120 "x3"x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 19 Attached Freestanding o1 23 Attached Freestanding o1 19 Attached Freestanding of 23 15' -1" Structure Multispan Units 22 Structure Multispan Units LIVE Structure Multis an Units GROUND TRIB POST MAX 21 22 MAX POST LENGTH MAX 20 20 MAX POST LENGTH MAX 14'-4" C MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 21 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" d" 5 13' -7" 8' -9" B (in) (in) (in) (in) 21 22 (in) (in) (in) (in) 21 21 (in) (in) (in) (in) 110 MPH EXPOSURE B 10 3 22' -8" 11' -3" B 19 20 21 23 11' -2" B 19 20 21 23 15' -1" B 21 22 24 25 LIVE 3.5 19-5" 10' -9" B 20 20 21 22 10' -8" B 20 20 21 22 14'-4" C 22 22 23 25 LOAD 4 17' -0" 10' -0" B 20 20 21 22 10' -2" B 20 20 21 22 13' -8" C 22 22 23 24 ONLY 4.5 15' -1" 9'4. B 21 21 21 22 9' -9" B 21 21 21 22 13' -2" C 23 23 23 24 5 13' -7" 8' -9" B 21 21 21 22 9' -5" B 21 21 21 22 12' -9" C 24 24 24 24 5.5 12'4" 9 -3" B 21 21 21 21 9' -2" C 22 22 22 22 12'-4" D 24 24 24 24 6 1114" T -10" B 21 21 21 21 8' -10" C 22 22 22 22 12' -0" D 25 25 25 25 6.5 10' -5" T -5" B 22 22 22 22 8' -8" C 23 23 23 23 11'-8" E 25 25 25 25 7 91-8" T -1" C 22 22 22 22 8' -5" C 23 23 23 23 11'4" E 25 25 25 25 7.5 9' -1" 6' -9" C 22 22 22 22 8' -3" C 23 23 23 23 11' -1" E 26 26 26 26 8 8'-6" 6'-6" C 22 22 22 22 8' -1" C 24 24 24 24 10' -10" F 26 26 26 26 8.5 8' -0" 6-3" C 22 22 22 22 T -11" D 24 24 24 24 19-8" F 27 27 27 27 9 7'-6" 6-0" C 22 22 22 22 T -9" D 24 24 24 24 10' -5" F 27 27 27 27 9.5 T -2" 5' -10" C 23 23 23 23 T -T' D 25 25 25 25 10' -3" F 27 27 27 27 10 6-9" 5' -T' C 23 23 23 23 T -6" E 25 25 25 25 10' -1" F 27 27 27 27 11 6' -2" 5' -3" C 23 23 23 23 T -3" E 25 25 25 25 9-9" F 28 28 28 28 12 5'-8" 5' -0" C 23 23 23 23 6'-7" E 25 25 25 25 8' -11" F 28 28 28 28 13 1 5' -2" 1 4' -8" C 1 23 1 23 1 23 1 23 6' -5" E 26 26 26 26 8'-8" F 29 29 29 29 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 10' -7" B 21 22 23 24 117-6" B 21 22 23 24 14' -1" C 23 24 25 27 LIVE 3.5 19-5" 91-8" B 22 22 23 24 9-11" B 22 22 23 24 13' -5" C 24 24 25 27 LOAD 4 17' -0" 8' -11" B 22 22 22 24 9'-6" B 22 22 23 24 12' -10" C 25 25 25 26 ONLY 4.5 15' -1" 8.4, B 22 22 22 23 9' -2" C 23 23 23 24 12'-4" D 25 25 25 26 5 13' -7" T -9" B 23 23 23 23 8' -10" C 23 23 23 24 11' -11" D 26 26 26 26 5.5 12'-4" T-4" B 23 23 23 23 8' -T' C 24 24 24 24 11'-6" E 26 26 26 26 6 11' -4" 6' -11" C 23 23 23 23 81-4" C 24 24 24 24 11' -2" E 27 27 27 27 6.5 10' -5" 6-7" C 23 23 23 23 8'4" C 25 25 25 25 10' -11" E 27 27 27 27 7 9'-8" 6' -3" C 23 23 23 23 T -11" D 25 25 25 25 10' -8" F 28 28 28 28 7.5 9' -1" 6' -0" C 24 24 24 24 T-8" D 26 26 26 26 10' -5" F 28 28 28 28 8 8'-6" 5' -9" C 24 24 24 24 T -T' E 26 26 26 26 10' -2" F 29 29 29 29 8.5 8' 4" U-6" C 24 24 24 24 T -5" E 26 26 26 26 10' -0" F 29 29 29 29 9 T -0" 54" C 24 24 24 24 7' -3" E 27 27 27 27 97-9" F 30 30 30 30 9.5 T -7' 5' -1" C 24 24 24 24 T -1" E 27 27 27 27 9' -T' F 30 30 30 30 10 6' -9" 4' -11" C 24 24 24 24 7' -0" E 27 27 27 27 9' -5' F 30 30 30 30 11 6-2" 4' -8" C 25 25 25 25 6' -9" F 28 28 28 28 9-2" F 31 31 31 31 12 5'-8" 4'-4" C 25 25 25 25 6' -2" F 28 28 28 28 8'-4" F 31 31 31 31 13 1 5' -2" 1 4' -1" C 1 25 1 25 1 25 1 25 11 6-0" 1 F 1 28 1 28 1 28 1 28 11 8' -2 " 1 F 1 31 1 31 1 31 1 31 115 MPH EXPOSURE B 10 3 22'-8" 11' -1" B 20 20 22 23 11' -0" B 20 20 22 23 14' -9" B 22 23 24 25 LIVE 3.5 19'-5" 19-6" B 20 20 22 23 10' -5" B 20 20 22 23 14' -1" C 22 22 24 25 LOAD 4 1T -0" 91-8" B 21 21 21 23 10' -0" B 21 21 21 23 13' -5" C 23 23 24 25 ONLY 4.5 15' -1" 94" B 21 21 21 22 9-7" B 21 21 21 23 17 -11" C 24 24 24 25 5 13' -T' 8' -5" B 21 21 21 22 9' -3" B 22 22 22 22 17-6" C 24 24 24 25 5.5 12'-4" 8' -0" B 21 21 21 22 8' -11" C 22 22 22 22 12' -1" D 25 25 25 25 6 11'4" T-6" B 22 22 22 22 8' -8" C 23 23 23 23 11' -9" E 25 25 25 25 6.5 10' -5" T -2" B 22 22 22 22 8' -6" C 23 23 23 23 11' -5" E 26 26 26 26 7 9'-8" 6' -10" C 22 22 22 22 8' -3" C 24 24 24 24 11' -2" E 26 26 26 26 7.5 9' -1" 6'-6" C 22 22 22 22 8' -1" C 24 24 24 24 10' -11" E 26 26 26 26 8 8' -0" 6-3" C 22 22 22 22 T -11" C 24 24 24 24 101-8" F 27 27 27 27 8.5 8' -0" 6-0" C 23 23 23 23 7' -9" D 25 25 25 25 10' -5" F 27 27 27 27 9 7' -0" 5' -10" C 23 23 23 23 T -T' D 25 25 25 25 10' -3" F 28 28 28 28 9.5 7' -2" 5' -7" C 23 23 23 23 7' -5" E 25 25 25 25 19 -1" F 28 28 28 28 10 6' -9" 5' -6' C 23 23 23 23 7'4" E 26 26 26 26 9' -11" F 28 28 28 28 11 6' -2" 5' -1" C 23 23 23 23 7' -1" E 26 26 26 26 9' -7" F 29 29 29 29 12 6-8" 4'4" C 24 24 24 24 6'-6" E 26 26 26 26 8' -9" F 29 29 29 29 13 1 5' -2" 1 4' -6" 1 C 1 24 1 24 1 24 1 24 11 6-4" 1 F 1 26 1 26 1 26 1 26 11 8'-6" 1 F 1 29 29 29 1 29 115 MPH EXPOSURE B 20 0.043 "x3"x3" Steel Lockseam MU89 0.120 "x3"x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 B Attached Freestanding o1 21 Attached Freestanding o1 B Attached Freestanding o1 21 23 Structure Multispan Units 21 Structure Multispan Units 11 25 Structure Multispan Units GROUND TRIB POST MAX 19 21 MAX POST LENGTH MAX B 19 MAX POST LENGTH MAX 22 12' -5" MAX POST LENGTH SNOW WIDTH SPACINE POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACIN 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 19 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 24 5 7' -1" 6' -9" (in) (in) (in) (in) 20 20 (in) (in) (in) (in) C 21 (in) (in) (in) (in) 115 MPH EXPOSURE B 20 3 11' -10" 9'4" B 19 20 21 22 9' -8" B 19 20 21 23 13' -1" C 21 22 24 25 3.5 10' -2" 8' -6" B 19 19 21 22 9' -3" B 19 20 21 22 12' -5" C 21 22 23 25 4 8' -11" T -10" B 19 19 21 22 8' -10" C 20 20 21 22 11' -11" D 22 22 23 24 4.5 T -11" T -3" B 19 19 20 21 8' -6" C 21 21 21 22 11' -5" E 23 23 23 24 5 7' -1" 6' -9" C 20 20 20 21 8' -2" C 21 21 21 22 11' -0" E 23 23 23 24 5.5 6' -5" 6'4" C 20 20 20 21 T -11" C 21 21 21 22 10' -8" F 24 24 24 24 6 5' -11" 6' -0" C 20 20 20 21 T -8" D 22 22 22 22 10' -5" F 24 24 24 24 6.5 5' -5" 5' -9" C 20 20 20 21 T -6" E 22 22 22 22 10' -1" F 25 25 25 25 7 5' -1" 5' -5" C 21 21 21 21 7'4" E 23 23 23 23 9-10" F 25 25 25 25 7.5 4' -9" 5' -2" C 21 21 21 21 T -2" E 23 23 23 23 9' -8" F 25 25 25 25 8 4' -5" 5' -0" C 21 21 21 21 T -0" E 23 23 23 23 9' -5" F 26 26 26 26 8.5 4' -2" 4' -9" C 21 21 21 21 U -10" F 24 24 24 24 9' -3" F 26 26 26 26 9 T -11" 4' -T' C 21 21 21 21 6' -9" F 24 24 24 24 9' -1" F 26 26 26 26 9.5 1 3' -9" 4' -5" C 21 21 21 21 6' -T' F 24 24 24 24 8' -11" F 27 27 27 27 115 MI'H LXF'USUHL U or 130 MPH EXPOSURE B 20 3 11' -10" 8'-8" B 20 21 23 24 9' -3" B 21 22 23 24 12' -6" C 23 24 25 27 3.5 10' -2" T -10" B 21 21 22 24 8' -10" C 21 21 23 24 11' -11" D 24 24 25 27 4 8' -11" T -2" B 21 21 22 23 8' -5" C 22 22 23 24 11'4" E 24 24 25 26 4.5 T -11" 6' -8" C 21 21 22 23 8'4" C 23 23 23 24 10'41" E 25 25 25 26 5 7' -1" 6' -3" C 22 22 22 23 T -10" D 23 23 23 24 10' -7" F 26 26 26 26 5.5 6' -5" 5' -10" C 22 22 22 23 T -T' D 24 24 24 24 10' -3" F 26 26 26 26 6 5' -11" 5' -6" C 22 22 22 22 7'-4" E 24 24 24 24 9-11" F 27 27 27 27 6.5 5' -5" 5' -3" C 22 22 22 22 7' -2" E 25 25 25 25 9'4" F 27 27 27 27 7 5' -1" 5' -0" C 22 22 22 22 T -0" E 25 25 25 25 9' -5" F 28 28 28 28 7.5 4' -9" 4' -9" C 23 23 23 23 6' -10" F 25 25 25 25 9' -3" F 28 28 28 28 8 4' -5" 4' -6" C 23 23 23 23 6-8" F 26 26 26 26 9' -0" F 29 29 29 29 8.5 4' -2" 4'4" C 23 23 23 23 6' -T' F 26 26 26 26 8' -10" F 29 29 29 29 9 T -11" 4' -2" C 23 23 23 23 6' -5" F 26 26 26 26 8' -T' F 29 29 29 29 9.5 1 3' -9" 1 4' -0" 1 C 1 23 1 23 1 23 1 23 11 64" 1 F 1 27 1 27 1 27 1 27 8' -0" F 1 29 29 1 29 1 29 115 MPH EXPOSURE C or 130 MPH EXPOSURE B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 51 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5. 0.043 "x3 "x3" Steel Lockseam MU89 0.120 "x3 "x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 B Attached Freestanding of 24 Attached Freestanding of B Attached Freestanding of 23 25 Structure Multispan Units 24 Structure Multispan Units 27 Structure Multispan Units GROUND TRIB POST MAX 22 23 MAX POST LENGTH MAX B 22 MAX POST LENGTH MAX 25 13-2" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' ' 10' f 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" d" 27 11.5' 5 13-7" T -7" (in) (in) (in) (in) 23 23 (in) (in) (in) (in) C 24 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 10'-4" B 22 22 24 25 10' 4" B 21 22 23 25 13-11" C 24 24 26 27 LIVE 3.5 19' -5" 9' -5" B 22 22 23 24 914" B 22 22 23 25 13-2" C 25 25 26 27 LOAD 4 17'.0" 814" B 22 22 23 24 9'4" B 23 23 23 24 12' -T' C 25 25 25 27 ONLY 4.5 15' -1" 8'4" B 23 23 23 24 9' -0" C 24 24 24 24 12' -2" D 26 26 26 27 11.5' 5 13-7" T -7" a 23 23 23 24 8' -8" C 24 24 24 24 11'-8" E 27 27 27 27 5.5 12'4" T -1" C 23 23 23 23 8' -5" C 25 25 25 25 11' -4" E 27 27 27 27 6 11'-4" 6-9" C 24 24 24 24 8' -2" C 25 25 25 25 11' -0" E 28 28 28 28 6.5 10' -5" V -5" C 24 24 24 24 T -11" C 26 26 26 26 10'4" F 28 28 28 28 7 9'-8" 6' -1" C 24 24 24 24 T -9" D 26 26 26 26 19-6" F 29 29 29 29 7.5 9-1" 5' -10" C 24 24 24 24 T -T' D 26 26 26 26 10' -3" F 29 29 29 29 8 8'-6" 5' -7" C 24 24 24 24 T -5" E 27 27 27 27 10' -0" F 30 30 30 30 8.5 8' -0" 64" C 24 24 24 24 T -3" E 27 27 27 27 9' -10" F 30 30 30 30 9 T-6" 6 -2" C 25 25 25 25 T -2" E 27 27 27 27 9' -7" F 30 30 30 30 9.5 7' -2" 4'-11" C 25 25 25 25 T -0" E 28 28 28 28 9' -5" F 31 31 31 31 10 6-9" 4' -9" C 25 25 25 25 6-11" F 28 28 28 28 9' -3" F 31 31 31 31 11 1 6-2" 1 4' -6" 1 C 1 25 1 25 1 25 1 25 11 6'-8" 1 F 1 29 1 29 1 29 1 29 9-0" F 32 32 32 32 110 MPH EXPOSURE B 20 3 11' -10" 9' -T' B 18 19 21 22 V -10" B 18 20 21 22 13' -3" C 20 22 23 24 Structure 3.5 19 -2" 8' -8" B 18 19 20 22 9'4" B 19 19 21 22 12' -T' C 21 21 23 24 MIN 4 8' -11" 8' -0" B 19 19 20 21 8' -11" C 19 19 21 22 12' -1" D 21 21 23 24 CONSTRAINED FOOTERSPACINC 4.5 T -11" T -5" B 19 19 20 21 8' -T' C 20 20 20 22 11' -7" E 22 22 22 24 11.5' 5 T -1" 6-11" C 19 19 20 21 8'4" C 20 20 20 21 11' -2" E 23 23 23 24 5.5 V -5" 6-7" C 20 20 20 21 8' -0" C 21 21 21 21 10' -10" F 23 23 23 23 6 5' -11" 6-2" C 20 20 20 20 T -10" D 21 21 21 21 19-6" F 24 24 24 24 6.5 5' -5" 5' -10" C 20 20 20 20 T -T' D 22 22 22 22 10' -3" F 24 24 24 24 7 5' -1" 5' -7" C 20 20 20 20 7' -5" E 22 22 22 22 19-91 F 24 24 24 24 7.5 4'4" 64" C 20 20 20 20 7'4" E 22 22 22 22 9' -9" F 25 25 25 25 8 4' -5" 5' -1" C 20 20 20 20 7' -1" E 23 23 23 23 9' -7" F 25 25 25 25 8.5 4' -2" 4' -11" C 20 20 20 20 6' -11" E 23 23 23 23 9' -0" F 25 25 25 25 9 T -11" 4'-8" C 21 21 21 21 6' -10" F 23 23 23 23 9' -2" F 26 26 26 26 9.5 T -9" 4'-6" C 21 21 21 21 6' -8" F 24 24 24 24 9' -0" F 26 26 26 26 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 8' -10" B 20 21 22 24 9' -5" B 20 21 23 24 12' -8" C 22 23 25 26 Structure 3.5 10' -2" &-a* B 20 20 22 23 8'-11" C 21 21 22 24 1T -0" D 23 23 25 26 MIN 4 8' -11" T-4" B 21 21 22 23 8' -6" C 22 22 22 24 11'4" E 24 24 24 26 CONSTRAINED FOOTERSPACINC 4.5 T -11" V -10" C 21 21 21 23 8' -2" C 22 22 22 23 11' -1" E 24 24 24 26 11.5' 5 T -1" 6-5" C 21 21 21 22 T -11" C 23 23 23 23 101-8" F 25 25 25 25 5.5 6' -5" V -0" C 21 21 21 22 .7'-8" D 23 23 23 23 10'4" F 25 26 26 26 6 5' -11" 5'-8" C 22 22 22 22 T -5" E 24 24 24 24 10' -1" F 26 26 26 26 6.5 5' -5" 64, C 22 22 22 22 T -3" E 24 24 24 24 9-9" F 27 27 27 27 7 5' -1" 5' -1" C 22 22 22 22 T -1" E 24 24 24 24 91-6" F 27 27 27 27 7.5 4' -9" 4' -10" C 22 22 22 22 6' -11" E 25 25 25 25 9'4" F 27 27 27 27 8 4'S" 4'-8" C 22 22 22 22 6' -9" F 25 25 25 25 9' -1" F 28 28 28 28 8.5 4' -2" 4'-6" C 22 22 22 22 6' -8" F 25 25 25 25 8' -11" F 28 28 28 28 9 T -11" 4' -3" C 22 22 22 22 6' -0" F 26 26 26 26 8' -9" F 28 28 28 28 9.5 T -9" 4' -1" C 23 23 23 23 6' -5" F 26 26 26 26 8'-6" F 1 29 29 1 29 29 10 1 3'-6" 1 4' -0" 1 C 1 23 1 23 1 23 1 23 6' -3" 1 F 1 26 1 26 1 26 1 26 8' -3" F 29 29 29 1 29 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.9 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.9 115 MPH EXPOSURE B 30 0.043 "x3"x3" Steel Lockseam MU89 0.120 "x3"x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 B Attached Freestanding of 21 Attached Freestanding of B Attached Freestanding of 21 22 Structure Multispan Units 20 Structure Multispan Units 25 Structure Multispan Units GROUND TRIG POST MAX 19 20 MAX POST LENGTH MAX C 19 MAX POST LENGTH MAX 22 11' -10" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' 1 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 19 (FT) (FT) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" d" "d" 24 11.5' 5 5' -8" 6' -2" (in) I (in) (in) (in) 19 20 (in) (in) (in) (in) D 21 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 3 9' -6" 8'-6" B 18 19 21 22 9' -3" B 18 20 21 22 12' -5" C 20 22 23 25 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 7' -9" B 18 19 20 22 8' -9" C 19 20 21 22 11' -10" D 21 22 23 24 8.5' 4 T -1" T -2" B 19 19 20 21 8' -5" C 20 20 21 22 11'4" E 22 22 23 24 n/a 4.5 6'-4" 6' -T' C 19 19 20 21 8'-1" C 20 20 21 22 10' -10" E 22 22 23 24 11.5' 5 5' -8" 6' -2" C 19 19 20 21 T -9" D 21 21 21 22 10'-6" F 23 23 23 24 5.5 5' -2" 6 -9" C 19 19 20 21 T -6" D 21 21 21 22 10' -2" F 23 23 23 24 6 4' -9" 5' -6" C 20 20 20 21 T -4" E 21 21 21 22 9-10" F 24 24 24 24 6.5 4'4" 5' -2" C 20 20 20 20 T -1" E 22 22 22 22 9' -T' F 24 24 24 24 7 4' -1" 4' -11" C 20 20 20 20 6-11" E 22 22 22 22 9'4" F 25 25 25 25 7.5 3' -9" 4' -8" C 20 20 20 20 6-9" F 23 23 23 23 T -2" F 25 25 25 25 8 3'-6" 4' -6" C 20 20 20 20 6-8" F 23 23 23 23 9' -0" F 25 25 25 25 8.5 3'-4" 1 4' -4" C 20 20 20 1 20 6' -6" F 23 23 23 23 8' -9" F 26 1 26 26 26 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 3 9' -6" 8' -0" B 20 21 22 24 V -10" C 20 21 23 24 12' -0" D 23 24 25 27 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" T -3" B 20 21 22 23 8' -5" C 21 21 23 24 11'-4" E 23 23 25 26 8.5' 4 T -1" 6-8" C 20 20 22 23 8' -1" C 22 22 22 24 10' -10" E 24 24 25 26 n/a 4.5 64" 6-2" C 21 21 21 23 T -9" C 22 22 22 24 10' -5" F 25 25 25 26 11.5' 5 6-8" 5' -9" C 21 21 21 23 T.6" D 23 23 23 24 10' -1" F 25 25 25 26 5.5 5' -2" 5'4" C 21 21 21 22 7'4" E 23 23 23 23 9' -9" F 26 26 26 26 6 4' -9" 5' -1" C 21 21 21 22 T -0" E 24 24 24 24 9' -6" F 26 26 26 26 6.5 4'-4" 4' -10" C 22 22 22 22 6' -10" E 24 24 24 24 9' -3" F 1 27 27 27 27 7 4' -1" 4' -T' C 22 22 22 22 6' -8" F 25 25 25 25 9' -0" F 27 27 27 27 OVER- Post Description Max H t TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum HANG 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3"x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' T v 9' 10' IT 12' 13' 14' 15' 16' 1T 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.6 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.6 4' 4.6 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a We 5.5' 6' 6.6 T 7.5' 8' 8.6 9' 9.5' 10' 105 11' 11.5' 12' 3' 1 n/a n/a n/a Ma Na n/a n/a 8' 8.5' 9 9.5' 10' 105 11' 11.5' 12' 12.5' 4' Na We n/a n/a n/a n/a n/a n/a n/a Na n/a 10.5' 11' 11.5' 12' 12.5' 13' TABLE 5.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3"x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' I IMU96 MU50 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' 1 K MU50 3/16 "x3 "x3" Steel Square 12' L IRA, 1- 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.9 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8'. B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3116 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square d= 47" 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.9 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9-10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 52 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outnam(Mcomcast.net =EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA.' TABLE 5.110 Double 0.043 "0"0" (Detail MU120) Double 0.120 "x3"x3" (Detail MU120 ) Double 0.120 "x4 "x4" Detail MU120) C Attached Freestanding of 23 Attached Freestanding of C Attached Freestanding of 23 Freestanding of Structure Multispan Units 25 Structure Multispan Units Structure Structure Multispan Units GROUND TRIB POST MAX 24 24 MAX POST LENGTH MAX C 24 MAX POST LENGTH MAX MAX POST LENGTH 15' -6" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' ' 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' ' 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC. POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d» "d" "d" "d" "d" 7 9' -8" 10' -9" (in) (in) (in) (in) 25 25 (in) (in) (in) (in) E 25 (in) (in) (in) (in) 110 MPH EXPOSURE B 10 5 13' -7" 12' -0" C 23 23 23 Freestanding of 11' -11" C 23 23 23 Freestanding of 16' -0" E 25 25 25 Structure LIVE 5.5 12'.4" 11' -7" C 24 24 24 24 11'-6" C 24 24 24 MAX POST LENGTH 15' -6" E 26 26 26 WIDTH LOAD 6 11' -4" 11' -3" D 24 24 24 8' I 12' I 15' 11' -2" D 24 24 24 (FT) 15' -1" F 27 27 27 PACIN ONLY 6.5 10' -5" 11' -0" D 24 24 24 24 10' -11" D 24 24 24 (FT) 14' -8" F 27 27 27 "d" "d" "d" "d" 7 9' -8" 10' -9" E 25 25 25 24 10'-8" E 25 25 25 (in) 14'-4" F 27 27 27 27 7.5 9' -1" 10' -6" E 25 25 25 25 10' -5" E 25 25 25 25 14' -0" F 28 28 28 27 8 8'-6" 10' -3" E 26 26 26 25 10' -2" E 26 26 26 25 13' -8" F 28 28 28 28 8.5 8' -0" 10' -0" E 26 26 26 26 10' -0" E 26 26 26 26 13' -5" F 29 29 29 28 9 7'-6" 9' -10" F 26 26 26 26 9' -9" F 26 26 26 26 13' -2" F 29 29 29 29 9.5 7' -2" 9'-8" F 27 27 27 26 9' -T' F 27 27 27 26 12' -11" F 29 29 29 29 10 6' -9" 9'-6" F 27 27 27 26 9' -5" F 27 27 27 26 12' -9" F 30 30 30 29 10.5 6' -5" 9'-4" F 27 27 27 27 9' -3" F 27 27 27 27 12'-6" F 30 30 30 30 11 6' -2" 9' -2" F 28 28 28 27 9' -2" F 27 27 27 27 12'-4" F 30 30 30 30 11.5 5' -11" 9' -1" F 28 28 28 27 9' -0" F 28 28 28 27 12' -2" G 31 31 31 30 12 5'-8" 8' -11" F 28 28 28 8' -10" F 28 28 28 12' -0" G 31 31 31 13 5' -2" 8'-8" F 29 29 29 8'-8" F 28 28 28 11' -8" G 31 31 31 14 4' -10" 8' -5" F 29 29 29 T -11" F 28 28 28 101-8" G 31 31 31 15 4'-6" 8'-1" F 29 29 29 T -9" F 29 1 29 29 1 10' -S' I G 32 1 32 32 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 11' -3" D 25 25 25 Freestanding of 1 t' -2" D 25 25 25 Freestanding of 15' -0" F 28 28 28 Structure LIVE 5.5 12'-4" 10' -10" D 26 26 26 24 10' -9" D 26 26 26 MAX POST LENGTH 14'-6" F 29 29 29 WIDTH LOAD 6 11'-4" 10' -7" E 26 26 26 8' I 12' I 15' 10'-6" E 26 26 26 (FT) 14' -1" F 29 29 29 PACIN ONLY 6.5 10' -5" 10' -3" E 27 27 27 24 10' -2" E 27 27 27 (FT) 13' -9" F 30 30 30 "d" "d" "d" "d" 7 9'-8" 10' -0" E 27 27 27 24 9' -11" E 27 27 27 (in) 13' -5" F 30 30 30 27 7.5 9' -1" 9' -10" F 28 28 28 25 9' -9" F 28 28 28 25 13' -1" F 31 31 31 27 8 8'-6" 9' -T' F 28 28 28 25 9'-6" F 28 28 28 25 12' -10" F 31 31 31 28 8.5 8' -0" 9' -5" F 29 29 29 26 9'-4" F 29 29 29 26 12' -7" F 32 32 32 28 9 7'-6" 9' -3" F 29 29 29 26 9' -2" F 29 29 29 26 12'-4" F 32 32 32 29 9.5 T -7' 9' -1" F 29 29 29 26 9' -0" F 29 29 29 26 12' -1" G 32 32 32 29 10 6' -9" 8' -11" F 30 30 30 26 8' -10" F 30 30 30 26 11' -11" G 33 33 33 29 10.5 6' -5" 8' -9" F 30 30 30 27 8'-8" F 30 30 30 27 11' -9" G 33 33 33 30 11 6' -2" 8' -T' F 30 30 30 27 8' -7" F 30 30 30 27 11' -6" G 33 33 33 30 11.5 5' -11" 8' -5" F 31 31 31 27 8' -5" F 31 31 31 27 11'4" G 34 34 34 30 12 5'-8" 8' -3" F 31 31 31 8' -0" F 31 31 31 11' -2" G 34 34 34 13 5' -2" T -11" F 31 31 31 F -1" F 31 31 31 10' -11" H 35 35 35 14 4' -10" T -8" F 32 32 32 T -5" F 31 31 31 101-0" H 34 34 34 15 4'-6" T -S' F 32 32 32 T -3" F 32 32 32 9-9" 1 H 1 35 1 35 35 115 MPH EXPOSURE B 10 5 13' -7" 11' -9" C 24 24 24 Freestanding of 11'-8" C 24 24 24 Freestanding of 15'-9" E 26 26 26 Structure LIVE 5.5 12'-4" 11' -5" C 24 24 24 24 11' -3" C 24 24 24 MAX POST LENGTH 15' -3" F 27 27 27 WIDTH LOAD 6 11'-4" 11' -1" D 25 25 25 8' I 12' I 15' 11' -0" D 25 25 25 (FT) 14' -9" F 27 27 27 PACIN ONLY 6.5 10' -5" 10' -9" E 25 25 25 24 10'-8" E 25 25 25 (FT) 14' -5" F 28 28 28 "d" "d" "d" "d" 7 9'-8" 10' -0" E 26 26 26 24 10' -5" E 25 25 25 (in) 14' -1" F 28 28 28 27 7.5 9' -1" 10' -3" E 26 26 26 25 10' -2" E 26 26 26 25 13' -9" F 29 29 29 27 8 8'-6" 10' -0" E 26 26 26 25 10' -0" E 26 26 26 25 13' -5" F 29 29 29 28 8.5 8' -0" 9' -10" F 27 27 27 26 9' -9" F 27 27 27 26 13' -2" F 29 29 29 28 9 7'-6" 9'-8" F 27 27 27 26 9' -T' F 27 27 27 26 12' -11" F 30 30 30 29 9.5 T -2" 9'-6" F 27 27 27 26 9' -5" F 27 27 27 26 12'-8" F 30 30 30 29 10 6' -9" 91-4" F 28 28 28 26 9' -3" F 28 28 28 26 12' -6" F 30 30 30 29 10.5 6' -5" 9' -2" F 28 28 28 27 9' -1" F 28 28 28 27 12' -3" F 31 31 31 30 11 6' -2" 9' -0" F 28 28 28 27 8' -11" F 28 28 28 27 12' -1" G 31 31 31 30 11.5 5' -11" 8' -11" F 28 28 28 27 8' -10" F 28 28 28 27 11' -11" G 31 31 31 30 12 5'-8" 8'-9" F 29 29 29 8'-8" F 29 29 29 11' -9" G 32 32 32 13 5' -2" 8' -5" F 29 29 29 8'-6" F 29 29 29 11' -5" G 32 32 32 14 4' -10" 8' -2" F 30 30 30 T -9" F 29 29 29 10'-6" G 32 32 32 15 4' -0" T -10" F 30 30 30 T -7" F 30 30 30 10' -3" 1 G 1 33 33 33 115 MF'H txrUJURt B 20 Double 0.043 "x3"x3" (Detail MU120 Double 0.120 "x3"x3" (Detail MU120) Double 0.120 "x4 "x4" (Detail MU120) 23 Attached Freestanding of 10'-4" Attached Freestanding of 23 Attached Freestanding of 13' -11" F Structure Multispan Units 25 Structure Multispan Units 5.5 Structure Multispan Units GROUND TRIB POST MAX 24 10' -0" MAX POST LENGTH MAX 23 23 MAX POST LENGTH MAX F 26 MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTE 8' I 12' I 15' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS PACIN POST SIZE CONSTRAINED FOOTERSPACIN 9' -6" POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" 'd- " d' "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 7 5' -1" 9' -3" F 24 (in) (in) (in) (in) 24 9' -3" (in) (in) (in) (in) 24 24 (in) (in) (in) (in) 115 MF'H txrUJURt B 20 5 T -1" 10' -5" E 23 23 23 24 10'-4" E 23 23 23 24 13' -11" F 25 25 25 27 5.5 6' -5" 10' -1" E 23 23 23 24 10' -0" E 23 23 23 24 13'-6" F 26 26 26 27 6 5' -11" T -9" F 24 24 24 24 9' -8" F 24 24 24 24 13' -1" F 26 26 26 26 6.5 5' -5" 9' -6" F 24 24 24 24 9' -5" F 24 24 24 24 12' -9" F 27 27 27 27 7 5' -1" 9' -3" F 24 24 24 24 9' -3" F 24 24 24 24 12' -5" F 27 27 27 27 7.5 4' -9" 9' -1" F 25 25 25 25 9' -0" F 25 25 25 25 12' -2" F 27 27 27 27 8 4' -5" 8' -11" F 25 25 25 25 8' -10" F 25 25 25 25 11' -11" G 28 28 28 28 8.5 4' -2" 8' -8" F 26 26 26 26 8' -8" F 26 26 26 26 11'-8" G 28 28 28 28 9 T -11" 8' -6" F 26 26 26 26 8' -6" F 26 26 26 26 11' -5" G 29 29 29 29 9.5 3' =9" 8' -4" F 26 26 26 26 8'-4" F 26 26 26 26 11' -3" G 29 29 29 29 10 3'•6" 8' -1" F 26 26 26 26 8' -2" F 26 26 26 26 11' -0" G 29 29 29 29 10.5 3'-4" 7' -11" F 27 27 27 27 8' -1" F 27 27 27 27 10' -10" H 30 30 30 30 11 T -2" T -9" F 27 27 27 27 7' -11" . F 27 27 27 27 10'-8" H 30 30 30 30 11.5 T -1" T -7" F 27 27 1 27 27 T -10" F 1 27 1 27 1 27 1 27 101-6" H 30 1 30 1 30 1 30 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 7' -1" 9' -11" E 25 25 25 26 9' -10" E 25 25 25 26 13'-4" F 28 28 28 29 5.5 6' -5" 9' -8" F 26 26 26 26 9' -T' F 26 26 26 26 12' -11" F 28 28 28 29 6 5' -11" 9.4, F 26 26 26 26 9' -3" F 26 26 26 26 12'-6" F 29 29 29 29 6.5 5' -5" 9' -1" F 27 27 27 27 9' -0" F 27 27 27 27 12' -2" F 29 29 29 29 7 5' -1" 8' -11" F 27 27 27 27 8' -10" F 27 27 27 27 11' -11" G 30 30 30 30 7.5 4' -9" 8' -8" F 28 28 28 28 8' -7" F 27 27 27 27 1 t' -7" G 30 30 30 30 8 4' -5" 8' -6" F 28 28 28 28 8' -5" F 28 28 28 28 11'-4" G 31 31 31 31 8.5 4' -2" 8' -3" F 28 28 28 28 8' -3" F 28 28 28 28 11' -2" G 31 31 31 31 9 T -11" 8'4" F 29 29 29 29 8' -1" F 29 29 29 29 10' -11" H 32 32 32 32 9.5 3' -9" T -10" F 29 29 29 29 T -11" F 29 29 29 29 10' -9" H 32 32 32 32 10 3'-6" 7' -7" F 29 29 29 29 7' -10" F 29 29 29 29 10' -7" H 32 32 32 32 10.5 34, 7' -5" F 29 29 29 29 7' -8" G 30 30 30 30 19-5" H 33 33 33 33 11 3'-2" 7' -3" G 29 29 29 29 T -7" G 30 30 30 30 10' -3" H 33 33 33 33 11.5 3'-1" 7' -1" G 30 30 30 30 T-6" G 1 30 30 30 1 30 10' -1" H 33 1 33 33 33 115 MPH EXPOSURE B [CC ESR 1953 (2012 IBC) 2/24/2014 Page 53 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA: TABLE 5.10 Double 0.043 "x3 "0" (Detail MU120) Double 0.120 "x3 "x3" (Detail MU120) Double 0.120 "x4 "x4" (Detail MU120 D Attached Freestanding of 26 Attached Freestanding oI D Attached Freestanding of 26 24 Structure Multispan Units 29 Structure Multispan Units 26 Structure Multispan Units GROUND TRIB POST MAX 27 27 MAX POST LENGTH MAX E 27 MAX POST LENGTH MAX 24 14'-4" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' ' 15' LOAD (FT) ON SLAB SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 28 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" 26 11.5' 7 9'-8" 9' -10" (in) (in) (in) (in) 28 28 (in) (in) (in) (in) F 28 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 11' -0" D 26 26 26 24 10' -11" D 26 26 26 24 14' -9" F 29 29 29 26 LIVE 5.5 12'4" 10'-8" E 27 27 27 24 10' -7" E 27 27 27 24 14'-4" F 29 29 29 26 LOAD 6 11'-4" 10' -5" E 27 27 27 24 10'4" E 27 27 27 24 13-11" F 30 30 30 26 ONLY 6.5 10' -5" 10' -1" E 28 28 28 24 10' -0" E 28 28 28 24 13'4" F 30 30 30 26 11.5' 7 9'-8" 9' -10" F 28 28 28 24 9' -9" F 28 28 28 24 13-2" F 31 31 31 26 7.5 9' -1" 9' -8" F 29 29 29 24 9' -7' F 28 28 28 24 12' -11" F 31 31 31 27 8 8'-6" 9-5" F 29 29 29 25 914" F 29 29 29 25 12' -7" F 32 32 32 27 8.5 8' 4" 9' -3" F 29 29 29 25 9' -2" F 29 29 29 25 12'-4" F 32 32 32 27 9 7'-6" 9-1" F 30 30 30 25 9' -0" F 30 30 30 25 12' -2" G 33 33 33 28 9.5 T -2" 8' -11" F 30 30 30 26 8' -10" F 30 30 30 25 11' -11" G 33 33 33 28 10 6' -9" 8' -9" F 30 30 30 26 8'-8" F 30 30 30 26 11' -8" G 33 33 33 28 10.5 6-5" 8' -7" F 31 31 31 26 9-6" F 31 31 31 26 11' -6" G 34 34 34 29 11 6' -2" 8' -5" F 31 31 31 26 8' -5" F 31 31 31 26 11'4" G 34 34 34 29 11.5 5' -11" 8' -3" F 31 31 31 26 11 8' -3" F 31 31 31 27 11 11' -2" G 35 35 35 29 12 5'-8" 8' -1" F 31 31 31 29 11 8' -2" F 32 32 32 30 11 11' 4" H 35 35 35 33 13 1 5' -2" 1 T -9" 1 F 1 32 1 32 32 T -11" F 1 32 1 32 1 32 10' -9" I H 1 36 1 36 1 36 110 MPH EXPOSURE B 20 5 T -1" 10'-6" E 22 22 22 24 19-6" E 22 22 22 24 14' -1" F 24 24 25 26 Alum 0.040 "x3 "x3" Lockseam 5.5 6' -5" 10' -3" E 23 23 23 24 10' -2" E 23 23 23 24 13-8" F 25 25 25 26 POST 6 5' -11" 9' -11" F 23 23 23 24 9' -10" E 23 23 23 24 13' -3" F 25 25 25 26 SIZE 6.5 5' -5" 9-8" F 23 23 23 24 9' -T' F 23 23 23 24 12' -11" F 26 26 26 26 11.5' 7 5' -1" 9' -5" F 24 24 24 24 9'-4" F 24 24 24 24 12' -7" F 26 26 26 26 7.5 4'4" 9-2" F 24 24 24 24 9' -2" F 24 24 24 24 12'-4" F 27 27 27 27 8 4' -5" 9' -0" F 25 25 25 25 8' -11" F 25 25 25 25 12' -1" G 27 27 27 27 8.5 4' -2" 8' -10" F 25 25 25 25 8' -9" F 25 25 25 25 11' -10" G 27 27 27 27 9 T -11" 8'-8" F 25 25 25 25 8' -T' F 25 25 25 25 11' -7" G 28 28 28 28 9.5 3'4" 8' -6" F 26 26 26 26 8' -5" F 25 25 25 25 11' -5" G 28 28 28 28 10 3'-6" 8' -3" F 26 26 26 26 8' -4" F 26 26 26 26 11' -2" G 28 28 28 28 10.5 3'4" 8' -1" F 26 26 26 26 8' -2" F 26 26 26 26 11' -0" H 29 29 29 29 11 T -2" T -11" F 26 26 26 26 8' -0" F 26 26 26 26 10' -10" H 29 29 1 29 29 11.5 1 3' -1" 1 T -8" I F 1 26 1 26 1 26 1 26 11 T -11" 1 F 1 27 1 27 1 27 1 27 11 10'-8" 1 H 1 29 1 29 29 29 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 T -1" 10' -1" E 25 25 25 26 10' -0" E 24 24 24 26 13' -6" F 27 27 27 28 Alum 0.040 "x3 "x3" Lockseam 5.5 6' -5" 9-9" F 25 25 25 26 9' -8" F 25 25 25 26 13' -0" F 28 28 28 28 POST 6 5' -11" 9'-6" F 26 26 26 26 9' -5" F 25 25 25 26 12'-8" F 28 28 28 28 SIZE 6.5 5' -5" 9-3" F 26 26 26 26 9' -2" F 26 26 26 26 12' 4" F 29 29 29 29 11.5' 7 5' -1" 9' -0" F 26 26 26 26 8' -11" F 26 26 26 26 12' 4" G 29 29 29 29 7.5 4' -9" 8' -9" F 27 27 27 27 8' -9" F 27 27 27 27 11' -9" G 30 30 30 30 8 4'5" 8' -T' F 27 27 27 27 8' -6" F 27 27 27 27 11'-6" G 30 30 30 30 8.5 4' -2" 8' -5" F 28 28 28 28 8'4" F 28 28 28 28 11' -3" G 30 30 30 30 9 3'41" 8' -2" F 28 28 28 28 8' -2" F 28 28 28 28 114. G 31 31 31 31 9.5 T -9" T -11" F 28 28 28 28 8' -1" F 28 28 28 28 10' -10" H 31 31 31 31 10 3'-6" T -9" F 28 28 28 28 T -11" F 29 29 29 29 10' -8" H 32 32 32 32 10.5 3'4" 7' -T' F 29 29 29 29 T -9" F 29 29 29 29 19-6" H 32 32 32 32 11 T -2" T4" F 29 29 29 29 7'-8" G 29 29 29 29 1014" H 32 32 32 32 11.5 3' -1" T -3" G 29 29 29 29 T -T' G 29 29 29 29 10' -2" H 1 32 32 1 32 32 12 2' -11" 1 7' -1" 1 G 1 29 1 29 1 29 1 29 11 T -5" 1 G 1 30 1 30 1 30 1 30 11 10' -1" I H 33 33 33 33 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.10 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.10 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 Double 0.043 "x3 "x3" (Detail MU120) Double 0.120 "x3 "0" (Detail MU120) Double 0.120 "x4 "x4" (Detail MU120) 25 Attached Freestanding oI 26 Attached Freestanding o1 25 Attached Freestanding oI 26 12'4" Structure Multispan Units 27 Structure Multispan Units 11 Alum 0.040 "x3 "x3" Lockseam Structure Multispan Units GROUND TRIB POST MAX 25 26 MAX POST LENGTH MAX 25 25 MAX POST LENGTH MAX 12'-4" F MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' ' 15' POST MIN FOOTS 8' I 12' 1 16 LOAD (FT) ON SLAB SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTERSPACINC 4'4" POST SIZE CONSTRAINED FOOTEF (PSF) 26 (FT) (FT) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11.5' 7 I 8' -6" F (in) (in) (in) (in) 27 27 (in) (in) (in) (in) 27 27 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 5 6-8" 9'-6" F 25 25 25 26 9' -5" F 25 25 25 26 12'4" F 27 27 27 29 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 9' -2" F 25 25 25 26 9' -2" F 25 25 25 26 12'-4" F 28 28 28 29 8.5' 6 4' -9" 8' -11" F 26 26 26 26 V -10" F 26 26 26 26 12' -0" G 28 28 28 28 n/a 6.5 4'4" 8' -8" F 26 26 26 26 8' -8" F 26 26 26 26 11' -8" G 29 29 29 29 11.5' 7 4' -1" 8' -6" F 27 27 27 27 8' -5" F 27 27 27 27 11'-4" G 29 29 29 29 7.5 3'4" 8' -3" F 27 27 27 27 8' -3" F 27 27 27 27 11' -1" G 30 30 30 30 8 3'4" 8' -0" F 27 27 27 27 8' -1" F 27 27 27 27 10' -10" H 30 30 30 30 8.5 3'4" T -9" F 28 28 28 28 T -11" F 28 28 28 28 10' -8" H 31 31 31 31 9 T -2" T -6" F 28 28 28 28 7'4" F 28 28 28 28 10' -5" H 31 31 31 31 9.5 3' -0" 7'-4" F 28 28 28 28 7' -T' G 29 29 29 29 10' -3" H 32 32 32 32 10 2' -10" 7' -1" G 28 28 28 28 T -6" G 29 29 29 29 10' -1" H 32 32 32 32 10.5 2'4" 6' -11" G 29 29 1 29 29 7'4" G 29 1 29 29 29 9' -11" H 32 32 32 32 115 MPH EXPOSURE B 30 5 5' -8" 9' -11" E 22 22 23 24 9' -10" E 22 22 23 24 13' -3" F 25 25 25 27 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 9' -T' F 23 23 23 24 9'4" F 23 23 23 24 12' -10" F 25 25 25 26 8.5' 6 4'4" 9'4" F 23 23 23 24 9' -3" F 23 23 23 24 12' -5" F 26 26 26 26 n/a 6.5 4'4" 9' -1" F 24 24 24 24 9' -0" F 24 24 24 24 12' -1" F 26 26 26 26 11.5' 7 4' -1" F -10" F 24 24 24 24 8'4" F 24 24 24 24 11' -10" G 27 27 27 27 7.5 T -9" 8'4" F 24 24 24 24 8' -7" F 24 24 24 24 11' -7" G 27 27 27 27 8 T -6" 8' -5" F 25 25 25 25 8' -5" F 25 25 25 25 11'-4" G 27 27 27 27 8.5 3'-4" 8' -2" F 25 25 25 25 8' -3" F 25 25 25 25 11' -1" G 1 28 28 28 28 9 1 T -2" 1 T -11" I F 1 25 1 25 1 25 1 25 8' -1" 1 F 1 25 1 25 1 25 1 25 10' -10" H 28 28 1 28 1 28 OVER- Post Description Max H t TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo HANG 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "0" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 75 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 63 7' 7.5' 8' 85 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' V 9.5' 10' 10.5' IT 115 12' 3' n/a n/a Na n/a n/a n/a n/a IT 85 9' 95 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 123 13' TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "0" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H Mu89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3x3" Lockseam 12' J MU89 Alum 0.120 "x4"x4" Square 1 12' K Imu5o 14' 3/16 "x3 "x3" Steel Square 1 12' L IMU93 d= 38" 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.10 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POSTI Code Detail# Steel 0.043 "x3 "x3" Locksea I d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3116 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3116 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square I d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square I d= 47" 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.10 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 54 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnam@comcast.net EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA; TABLE 5.11 Samson Beam (Detail MU99 ) 3.5 "x3" Alum I Beam Detail MU65) no beam B Attached Freestanding of 25 Attached Freestanding of B Attached Freestanding of 22 23 Structure Multispan Units 0 Structure Multispan Units 17 Structure Multispan Units GROUND TRIB POST MAX 23 25 MAX POST LENGTH MAX B 20 MAX POST LENGTH MAX 23 0' 4" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" 17 5 13' -7" 12' -9" (in) (in) (in) (in) 24 24 (in) (in) (in) (in) C 22 (in) I (in) (in) (in) 110 MPH EXPOSURE B 10 3 22' -8" 15' -1" B 21 24 25 26 12' -1" B 20 21 22 23 0' -0" A 0 14 16 17 LIVE 3.5 19' -5" 14'-4" C 22 23 25 26 11'-6" B 20 21 22 23 0' 4" A 0 14 16 17 LOAD 4 17' -0" 13' -9" C 22 23 25 26 11' -0" B 21 21 22 23 0' -0" A 0 15 16 17 ONLY 4.5 15' -1" 13' -2" C 23 23 24 26 10' -7" B 21 21 22 23 0'4" A 0 15 16 17 5 13' -7" 12' -9" C 24 24 24 25 10' -2" C 22 22 22 23 0' -0" A 0 15 16 18 5.5 12'-4" 12' -2" D 24 24 24 25 9' -10" C 22 22 22 23 U -0" A 0 15 16 18 6 11'-4" 11' -T' D 24 24 24 25 9' -7" C 23 23 23 23 0' -0" A 0 15 17 18 6.5 10' -5" 11.4. D 25 25 25 25 9' -4" C 23 23 23 23 0' -0" A 0 15 17 18 7 9'-8" 10' -T' E 25 25 25 25 9' -1" C 24 24 24 24 0' -0" A 0 15 17 18 7.5 9' -1" 10' -2" E 25 25 25 25 8' -11" D 24 24 24 24 0' -0. A 0 16 17 18 8 8' -6" 9' -9" E 25 25 25 25 8' -8" D 24 24 24 24 0' -0" A 0 16 17 18 8.5 8' -0" 9' -5" E 25 25 25 25 8' -6" E 25 25 25 25 0' -0" A 0 16 17 18 9 7'-6" 9' -1" E 26 26 26 26 8'4" E 25 25 25 25 0' -0" A 0 16 17 18 9.5 T -2" 8' -9" E 26 26 26 26 8' -3" E 25 25 25 25 0' -0" A 0 16 17 19 10 6-9" 8'-6" E 26 26 26 26 8' -1" E 26 26 26 26 0' -0" A 0 16 17 19 11 6-2" 8' -0" F 26 26 26 26 7' -10" F 26 26 26 26 0' -0" A 0 16 18 19 12 5'-8" 7' -T' F 27 27 27 27 T -2" F 26 26 26 26 0' -0" A 0 17 18 19 13 1 5' -2" 1 7' -2" 1 F 1 27 1 27 1 27 27 V -11" F 27 27 27 27 a -0" A 0 1 17 1 18 1 19 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22'-8" 14' -2" C 23 25 27 28 11'4" B 21 22 24 25 U -0" A 0 16 17 19 LIVE 3.5 19' -5" 13' -5" C 24 25 27 28 10' -9" B 22 22 24 25 0' -0" A 0 16 17 19 LOAD 4 17' -0" 12' -10" C 25 25 26 28 10' -3" B 23 23 23 25 a -0" A 0 16 17 19 ONLY 4.5 15' -1" 12' -3" D 25 25 26 28 9' -10" C 24 24 24 25 0' -0" A 0 16 18 19 5 13' -7" 11' -T' D 26 26 26 27 9' -6" C 24 24 24 24 0' -0" A 0 16 18 19 5.5 12' -4" 10' -11" D 26 26 26 27 9' -3" C 25 25 25 25 0' -0" A 0 16 18 19 6 111-4" 10' -5" E 26 26 26 27 9' -0" C 25 25 25 25 0' -0" A 0 17 18 19 6.5 10' -5" 9' -11" E 27 27 27 27 8' -9" D 26 26 26 26 U-91 A 0 17 18 20 7 91-8" 9' -5" E 27 27 27 27 8' -6" D 26 26 26 26 0' -0" A 0 17 18 20 7.5 9' -1" 9-1" E 27 27 27 27 8'-4" E 26 26 26 26 0' -0" A 0 17 18 20 8 8' -0" 8'-8" E 27 27 27 27 8' -2" E 27 27 27 27 0' -0" A 0 17 19 20 8.5 8'-0" 8'-4" E 28 28 28 28 8' -0" E 27 27 27 27 01-0" A 0 17 19 20 9 T5" 8' -1" F 28 28 28 28 T -10" E 27 27 27 27 0' -0" A 0 17 19 20 9.5 T -2" T -10" F 28 28 28 28 7' -8" F 28 28 28 28 0'-0" A 0 17 19 20 10 6' -9" T -T' F 28 28 28 28 T -7" F 28 28 28 28 U -0" A 0 18 19 20 11 6' -2" 7' -1" F 28 28 28 28 7'4" F 29 29 29 29 U-91 A 0 18 19 21 12 6-8" 6' -8" F 29 29 29 29 6-8" F 29 29 29 29 0' -0" A 0 18 19 21 13 1 5' -2" 1 6'4" 1 F 1 29 1 29 1 29 1 29 11 6'-6" 1 F 1 29 1 29 1 29 1 29 11 9 -0" 1 A 1 0 1 18 1 20 1 21 i 11.2 I I a;1y71•�Y�1:T� -3 10 3 22'-8" 14' -10" B 22 24 26 27 11' -10" B 20 21 23 24 0' -0" A 0 15 16 17 LIVE 3.5 195" 14' -1" C 22 24 25 27 11' -3" B 21 21 22 24 a-a, A 0 15 16 18 LOAD 4 17'-0" 13' -5" C 23 24 25 26 10' -9" B 21 21 22 23 U -0" A 0 15 16 18 ONLY 4.5 15' -1" 12' -11" C 24 24 25 26 101x" B 22 22 22 23 U-91 A 0 15 17 18 5 13' -T' 12'-6" C 24 24 25 26 10' -0" C 22 22 22 23 a-a' A 0 15 17 18 5.5 12'4" 11' -10" D 24 24 24 26 9-8" C 23 23 23 23 0' 4" A 0 15 17 18 6 111-4" 11' -3" D 25 25 25 25 9' -5" C 23 23 23 23 0' -0" A 0 16 17 18 6.5 10' -5" 101-8" E 25 25 25 25 9' -2" C 24 24 24 24 0' -0" A 0 16 17 18 7 9'-8" 10' -3" E 25 25 25 25 8' -11" C 24 24 24 24 0' -0" A 0 16 17 18 7.5 9'4" 9' -10" E 26 26 26 26 81-8" D 25 25 25 25 0' -0" A 0 16 17 19 8 8'-6" 9-5" E 26 26 26 26 8' -6" D 25 25 25 25 0' -0" A 0 16 17 19 8.5 8' -0" 9' -1" E 26 26 26 26 8'-4" E 25 25 25 25 0' -0" A 0 16 18 19 9 T -6" 8' -9" E 26 26 26 26 8' -2" E 26 26 26 26 0' -0" A 0 16 18 19 9.5 7' -2" 9-6" E 26 26 26 26 8' -1" E 26 26 26 26 0' -0" A 0 16 18 19 10 6-9" 8' -2" F 26 26 26 26 T -11" E 26 26 26 26 0' -0" A 0 17 18 19 11 6' -2" T -9" F 27 27 27 27 7'-8" F 27 27 27 27 0' -0" A 0 17 18 19 12 6-8" T -3" F 27 27 27 27 T -0" F 27 27 27 27 0' -0" A 0 17 18 20 13 1 F -2" 1 6' -11" 1 F 1 27 1 27 1 27 1 27 11 6'-10" 1 F 1 27 1 27 27 27 0' -0" A 0 1 17 1 19 1 20 115 MPH EXPOSURE B 20 Samson Beam (Detail MU99) 3.5 "x3" Alum I Beam (Detail MU65) no beam " C Attached Freestanding o1 25 Attached Freestanding o1 B Attached Freestanding o1 22 23 Structure Multispan Units 0 Structure Multispan Units 17 Structure Multispan Units GROUND TRIB POST MAX 23 25 MAX POST LENGTH MAX C 20 MAX POST LENGTH MAX 23 0' -0" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' 1 10' I 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTS PACIN POST SIZE CONSTRAINED FOOTERSPACIN 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 18 5 T -1" 10' -2" (in) (in) (in) (in) 23 24 (in) (in) (in) (in) C 22 (in) (in) (in) (in) 115 MPH EXPOSURE B 20 3 11' -10" 13' -1" C 21 23 25 26 10' -6" B 19 21 22 23 0' -0" A 0 15 16 17 3.5 10' -2" 12' -5" C 21 23 25 26 9' -11" C 20 20 22 23 0' -0" A 0 15 16 18 4 8' -11" 11' -7" D 22 23 24 26 91-6" C 20 20 22 23 0' -0" A 0 15 16 18 4.5 T -11" 10' -10" D 22 23 24 25 9' -2" C 21 21 22 23 0' -0" A 0 15 17 18 5 T -1" 10' -2" E 23 23 24 25 8' -10" C 22 22 22 23 0' -0" A 0 15 17 18 5.5 6' -5" 9' -7" E 23 23 23 25 8' -T' D 22 22 22 22 0' -0" A 0 15 17 18 6 5' -11" 9'4" E 23 23 23 24 8'-4" E 22 22 22 22 0' -0" A 0 16 17 18 6.5 5' -5" 8' -8" E 23 23 23 24 8' -1" E 23 23 23 23 0' -0" A 0 16 17 18 7 5' -1" 8' -3" F 24 24 24 24 T -11" E 23 23 23 23 O' -0" A 0 16 17 18 7.5 4' -9" T -11" F 24 24 24 24 T -8" F 24 24 24 24 0' -0" A 0 16 17 19 8 4' -5" T -T' F 24 24 24 24 T -6" F 24 24 24 24 0' -0" A 0 16 17 19 8.5 4' -2" 7' -3" F 24 24 24 24 T -5" F 24 24 24 24 U -0" A 0 16 18 19 9 1 T -11" T -0" F 1 24 1 24 24 24 7' -3" F 25 25 25 25 0' -0" A 0 16 18 19 9.5 T -9" 6' -9 F 24 24 1 24 1 24 11 7' -1" F 1 25 25 1 25 25 0' -0" A 1 0 1 16 18 19 I 15 MPH LXPUSURE G or 130 MPH EXPOSURE B 20 3 11' -10" 12'-6" C 23 25 27 28 10-0" C 21 22 24 25 0' -0" A 0 16 18 19 3.5 10' -2" 11'-8" D 24 25 27 28 9'-6" C 22 22 24 25 01-0" A 0 16 18 19 4 8' -11" 10' -9" E 24 24 26 27 9' -1" C 23 23 23 25 0' -0" A 0 16 18 19 4.5 T -11" 10' -0" E 24 24 26 27 8' -9" D 23 23 23 25 0' -0" A 0 16 18 19 5 T -1" 9' -5" E 25 25 25 27 8' -5" D 24 24 24 24 0' -0" A 0 17 18 20 5.5 6' -5" 8' -10" E 25 25 25 26 8' -2" E 24 24 24 24 Y.O., A 0 17 18 20 6 5' -11" 8' -5" F 25 25 25 26 T -11" E 25 25 25 25 0' -0" A 0 17 18 20 6.5 5' -5" 8' -0" F 26 26 26 26 7'4" F 25 25 25 25 0' -0. A 0 17 19 20 7 5' -1" 7' -T' F 26 26 26 26 T -6" F 26 26 26 26 0' -0" A 0 17 19 20 7.5 4' -9" T -3" F 26 26 26 26 7'4" F 26 26 26 26 U-91 A 0 17 19 20 8 4' -5" 6-11" F 26 26 26 26 T -2" F 26 26 26 26 0' -0" A 0 17 19 20 8.5 4' -2" 6'-8" F 26 26 26 26 7' -1" F 27 27 27 27 U-91 A 0 18 19 20 9 T -11" 6-5" F 27 27 27 27 6-11" F 27 27 27 27 0' -0" A 0 18 19 21 9.5 1 3' -9" 1 6' -2" 1 F 1 27 1 27 1 27 27 6-9" 1 F 1 27 1 27 1 27 1 27 11 0-0" 1 A 1 0 1 8 19 1 21 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 55 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.11 Samson Beam (Detail MU99 ) 3.5 "x3" Alum I Beam (Detail MU65) no beam C Attached Freestanding of 28 Attached Freestanding of B Attached Freestanding of 24 26 Structure Multis an Units 0 Structure Multispan Units 19 Structure Multis an Units GROUND TRIB POST MAX 26 27 MAX POST LENGTH MAX B 23 MAX POST LENGTH MAX 25 0' -0" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAJNEDFOOTEFSPACINE 16 POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 26 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 19 11.5' 5 13' -7" 11' -3" (in) (in) (in) (in) 26 26 (in) (in) (in) (in) C 25 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 13-11" C 24 26 28 29 11'4" B 22 23 24 26 9 -0" A 0 16 18 19 LIVE 3.5 19-5" 13' -2" C 25 26 27 29 10' -7" B 23 23 24 25 0' -0" A 0 16 18 19 LOAD 4 17' -0" 12' -7" C 25 25 27 28 10' -1" C 23 23 24 25 0' 4" A 0 16 18 19 ONLY 4.5 15-1" 11' -11" D 26 26 27 28 9' -8" C 24 24 24 25 9 -0" A 0 16 18 19 11.5' 5 13' -7" 11' -3" D 26 26 26 28 9-4" C 25 25 25 25 0' -0" A 0 17 18 20 5.5 12'-4" 10' -T' E 27 27 27 27 9' -1" C 25 25 25 25 0' -0" A 0 17 18 20 6 11'4" 10' -1" E 27 27 27 27 8' -10" D 26 26 26 26 0' -0" A 0 17 18 20 6.5 10' -5" 9' -7" E 27 27 27 27 8' -T' D 26 26 26 26 0' -0" A 0 17 19 20 7 9'-8" 9' -2" E 27 27 27 27 8'4" E 27 27 27 27 0' -0" A 0 17 19 20 7.5 9' -1" 8'4" E 28 28 28 28 8' -2" E 27 27 27 27 0' -0" A 0 17 19 20 8 8'-6" 9 -5" F 28 28 28 28 8'4" E 27 27 27 27 0' -0" A 0 17 19 20 8.5 8' -0" 8' -1" F 28 28 28 28 T -10" E 28 28 28 28 0' -0" A 0 18 19 20 9 T-6" T -10" F 28 28 28 28 T -8" F 28 28 28 28 a -0" A 0 18 19 21 9.5 T -2" T -7" F 28 28 28 28 T -T' F 28 28 28 28 0' -0" A 0 18 19 21 10 6' -9" 7'-4" F 29 29 29 29 T -5" F 29 29 29 29 0' -0" A 1 0 18 19 21 11 1 6' -2" 1 6-10" 1 F 1 29 1 29 1 29 1 29 11 T -2" 1 F 1 29 1 29 1 29 29 0' -0., A 0 18 20 21 110 MPH EXPOSURE B 20 3 11' -10" 13' -3" C 20 23 24 26 10' -7" B 19 20 22 23 0' -0" A 0 14 16 17 Structure 3.5 10' -2" 12' -7" C 21 23 24 25 10' -1" C 19 20 21 23 0' -0" A 0 14 16 17 MIN 4 V -11" 11' -10" D 21 22 24 25 9' -8" C 20 20 21 22 0' -0" A 0 15 16 17 CONSTRAINED FOOTERSPACINC 4.5 T -11" IVA.. D 22 22 24 25 9' -3" C 20 20 21 22 0' -0" A 0 15 16 17 11.5' 5 T -1" 10' -5" E 22 22 23 24 8' -11" C 21 21 21 22 0' -0" A 0 15 16 18 5.5 6' -5" 9' -10" E 22 22 23 24 8'4" D 21 21 21 22 0' -0" A 0 15 16 18 6 5' -11" 9'4" E 23 23 23 24 8' -5" E 22 22 22 22 a -0" A 0 15 17 18 6.5 5' -5" 8' -10" E 23 23 23 24 V -2" E 22 22 22 22 0' 4" A 0 15 17 18 7 5' -1" 6 -5" F 23 23 23 23 8' -0" E 23 23 23 23 0' 4" A 0 15 17 18 7.5 4' -9" 8' -1" F 23 23 23 23 T -10" E 23 23 23 23 0' -0" A 0 16 17 18 8 4' -5" T -9" F 23 23 23 23 T -8" F 23 23 23 23 0' -0" A 0 16 17 18 8.5 4' -2" T-6" F 24 24 24 24 T -6" F 24 24 24 24 0' -0" A 0 16 17 18 9 T -11" T -2" F 24 24 24 24 T4' F 24 24 24 24 a -0" A 1 0 16 17 18 9.5 3'-9" 6' -11" F 24 24 24 24 T -3" F 24 24 24 24 0'4 A 0 16 17 19 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 12'-8" C 22 25 26 28 10' -2" C 21 22 23 25 U-91 A 0 16 17 19 Structure 3.5 10' -2" 11' -10" D 23 24 26 27 9' -T' C 21 22 23 24 0' -0" A 0 16 17 19 MIN 4 V -11" 11'-0" D 23 24 26 27 9' -2" C 22 22 23 24 0' -0" A 0 16 17 19 CONSTRAINED FOOTERSPACINC 4.5 T -11" 10' -3" E 24 24 25 27 8' -10" C 23 23 23 24 01-0" A 0 16 18 19 11.5' 5 T -1" 9-7" E 24 24 25 26 8' -6" D 23 23 23 24 0' -0" A 0 16 18 19 5.5 6'S" 9-1" E 24 24 25 26 8' -3" E 24 24 24 24 V-91 A 0 16 18 19 6 5' -11" 9 -7" E 25 25 25 26 V -0" E 24 24 24 24 0' -0" A 0 17 18 19 6.5 5'S" 8' -2" F 25 25 25 25 T -10" E 25 25 25 25 0' -0" A 0 17 18 20 7 5' -1" T -9" F 25 25 25 25 T-8" F 25 25 25 25 U-91 A 0 17 18 20 7.5 4' -9" T -5" F 25 25 25 25 T -5" F 25 25 25 25 0' -0" A 0 17 18 20 8 4' -5" T -1" F 26 26 26 26 7'-4" F 26 26 26 26 0' -0" A 0 17 19 20 8.5 4' -2" 6-10" F 26 26 26 26 T -2" F 26 26 26 26 0' -0" A 0 17 19 20 9 T -11" 6-7" F 26 26 26 26 T -0" F 26 26 26 26 a -0" A 0 17 19 20 9.5 T -9" 6' -0" F 26 26 26 26 6' -11" F 27 27 27 27 U-91 A 1 0 17 1 19 20 10 3' -0" 6' -2" F 26 26 26 26 V -9" F 27 27 27 27 9 -0" A 0 18 19 20 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.11 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.11 115 MPH EXPOSURE B 30 Samson Beam Detail MU99 3.5 "x3" Alum I Beam (Detail MU65) no beam C Attached lFreestanding of 25 Attached Freestanding oI C Attached Freestanding of 22 23 Structure IMultispan Units 0 Structure Multis an Units 17 Structure Multis an Units GROUND TRIB POST MAX 23 24 MAX POST LENGTH MAX C 20 MAX POST LENGTH MAX 23 0' -0" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' ' 10' I 12' LOAD (FT) ONSLAE3SPACINC 23 POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" -d" " d" "d" (FT) TYPE "d" "d" "d" "d" 18 11.5' 5 5'-8" 9' -3" (in) (in) (in) (in) 22 23 (in) (in) (in) (in) D 21 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 3 9' -6" 12' -5" C 20 23 25 26 9' -11" C 19 20 22 23 0' -0" A 0 15 16 17 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 11'-6" D 21 23 24 26 9' -5" C 20 20 22 23 0' -0" A 0 15 16 18 8.6 4 T -1" 101-8" E 21 22 24 25 9' -0" C 20 20 21 23 0' -0" A 0 15 16 18 n/a 4.5 6'4" 9' -11" E 22 22 24 25 8' -8" D 21 21 21 23 0' -0" A 0 15 17 18 11.5' 5 5'-8" 9' -3" E 22 22 23 24 8' -5" D 21 21 21 22 0' -0" A 0 15 17 18 5.5 5' -2" 8'4" E 22 22 23 24 8' -1" E 22 22 22 22 0' 4" A 0 15 17 18 6 4'4" 8' -3" F 22 22 23 24 T -11" E 22 22 22 22 0' -0" A 0 16 17 18 6.5 4'4" T -11" F 23 23 23 24 T -8" F 22 22 22 22 0' -0" A 0 16 17 18 7 4' -1" T -6" F 23 23 23 24 T -6" F 23 23 23 23 0' -0" A 0 16 17 18 7.5 S -9" T.2" F 23 23 23 23 7' -0" F 23 23 23 23 0' -0" A 0 16 17 19 8 3'-6" 6' -11" F 23 23 23 23 T -2" F 24 24 24 24 014. A 0 16 17 19 8.5 3'4" 6' -T' F 23 23 23 23 T -0" F 24 24 24 24 0' -0" A 0 16 18 19 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 3 9'-6" 11'40" D 22 25 27 28 9' -T' C 21 22 24 25 0' -0" A 0 16 18 19 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 10' -9" E 23 25 26 27 9' -1" C 22 22 23 25 0' -0" A 0 16 18 19 8.6 4 T -1" 9' -11" E 23 24 26 27 8' -8" C 22 22 23 25 0'4" A 0 16 18 19 n/a 4.5 6'4" 9-3" E 24 24 25 27 8'4" D 23 23 23 24 U-91 A 0 16 18 19 11.5' 5 6-8" 8'4" E 24 24 25 26 8' -1" E 23 23 23 24 9-al A 0 17 18 20 5.5 6 -2" 8' -2" F 24 24 25 26 T -10" E 24 24 24 24 U -0" A 0 17 18 20 6 4'4" T -9" F 25 25 25 26 T -T' E 24 24 24 24 0' -0 " A 0 17 18 20 6.5 4'-4" 7'-4" F 25 25 25 25 T -5" F 25 25 25 25 0' -0" A 0 17 19 20 7 4' -1" T -0" F 25 25 25 25 T -2" F 25 25 25 25 0' -0" A 0 17 19 20 OVER- Post Description Max H t TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo HANG 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' T 8' 9' 10' 11' 12' 13' 14' 15' 16' IT 18' 19' 20' 21' 22' 0' T 3.6 4' 4.6 6 5.5' 6' 65 T 7.5' 6 8.6 9' 9.5' 10' 10.6 11' 1' 3.5' 4' 4.5' 6 5.5' 6 6.5' T 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 55 6' 6.5' 7' 75 8' 8.6 9 95 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a 9 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' Ma n/a n/a n/a n/a n/a n/a n/a n/a n/a Na 10.5' 11' 11.6 12' 12.5' 1 TABLE 5.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H Mu89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" SquarE 12' K MU50 3/16 "x3 "x3" Steel Squan 12' L Imu93 d= 38" 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.11 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "xWx3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" - 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F IMU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square I d= 38" 10' J MU93 3/16 "x5 "x5" Steel SquarE I d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square I d= 47" 1 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.11 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 56 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlautnam0comcast.net EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.12 4 "x3" I Beam (Detail MU56) 5 "x3" Alum I Beam (Detail MU57) 5 "x4.11" I Beam (Detail MU65) B Attached Freestanding oI 23 Attached Freestanding of B Attached Freestanding of 25 26 Structure Multispan Units 22 Structure Multispan Units 27 Structure Multispan Units GROUND TRIB POST MAX 22 23 MAX POST LENGTH MAX C 22 MAX POST LENGTH MAX 26 1T -1" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINE POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d "d" 26 5 13' -7" 11' -6" (in) (in) (in) (in) 23 23 (in) (in) (in) (in) D 24 (in) (in) (in) (in) 110 MPH EXPOSURE B 10 3 22' -8" 13' -7" B 20 22 23 24 15'-6" B 21 23 25 26 18' -0" C 22 24 26 27 LIVE 3.5 19' -5" 12' -11" B 21 22 23 24 14' -10" C 22 23 24 26 1T -1" C 23 24 25 27 LOAD 4 17' -0" 12'-4" C 22 22 23 24 14' -3" C 23 23 24 26 16'4" C 24 24 25 26 ONLY 4.5 15' -1" 11' -11" C 22 22 23 24 13' -10" C 23 23 24 25 15' -9" D 24 24 25 26 5 13' -7" 11' -6" C 23 23 23 24 13' -5" D 24 24 24 25 15' -2" E 25 25 25 26 5.5 12'-4" 11'-1" C 23 23 23 23 13' -1" D 25 25 25 25 14' -9" E 26 26 26 26 6 11'4" 10' -10" C 24 24 24 24 12' -9" E 25 25 25 25 14'-4" F 26 26 26 26 6.5 10' -5" 10'-6" D 24 24 24 24 12' -0" E 26 26 26 26 13' -11" F 26 26 26 26 7 9'-8" 10' -3" D 25 25 25 25 12' -0" E 26 26 26 26 13' -7" F 27 27 27 27 7.5 9' -1" 10' -0" E 25 25 25 25 11' -5" F 26 26 26 26 13' -3" F 27 27 27 27 8 8'-6" 9' -10" E 25 25 25 25 10' -10" F 26 26 26 26 13' -0" F 28 28 28 28 8.5 8' -0" 9' -7" E 26 26 26 26 10'-4" F 26 26 26 26 12' -9" F 28 28 28 28 9 7'-6" 9' -2" E 26 26 26 26 9' -11" F 26 26 26 26 12'-6" F 28 28 28 28 9.5 T -2" 8' -10" E 26 26 26 26 9' -6" F 26 26 26 26 12' -3" F 29 29 29 29 10 6' -9" 8' -6" E 26 26 26 26 9' -1" F 27 27 27 27 12' -1" F 29 29 29 29 11 6' -2" T -11" F 26 26 26 26 8' -5" F 27 27 27 27 11'4" F 30 30 30 30 12 5'-8" T -5" F 26 26 26 26 T -10" F 27 27 27 27 10'4" F 30 30 30 30 13 1 5' -2" 1 6-11" 1 F 1 26 1 26 1 26 26 T-4" F 27 27 27 27 10' -3" F 30 30 30 30 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 12' -8" B 22 23 25 26 14' -0" C 23 25 26 28 16' -10" C 25 26 27 29 LIVE 3.5 19' -5" 12' -1" C 23 23 25 26 13' -5" C 24 25 26 27 16-0" D 25 26 27 29 LOAD 4 17' -0" 11' -7" C 24 24 24 26 12' -11" C 25 25 26 27 15'-4" E 26 26 27 28 ONLY 4.5 15' -1" 11' -1" C 24 24 24 26 12'-6" D 25 25 26 27 14' -9" E 27 27 27 28 5 13' -7" 10' -9" C 25 25 25 25 12' -2" E 26 26 26 27 14' -3" E 28 28 28 28 5.5 12'-1" 10' -5" D 26 26 26 26 11' -10" E 27 27 27 27 13' -9" F 28 28 28 28 6 11' 4" 10' -1" E 26 26 26 26 11' -T' E 27 27 27 27 13' -5" F 29 29 29 29 6.5 10' -5" 9' -10" E 27 27 27 27 11' -0" F 28 28 28 28 13' -0" F 29 29 29 29 7 9-8" 9-7" E 27 27 27 27 10' -5" F 28 28 28 28 12'-8" F 30 30 30 30 7.5 9' -1" 9' -2" E 27 27 27 27 9' -11" F 28 28 28 28 12' -5" F 30 30 30 30 8 8'-6" 8' -9" E 27 27 27 27 9' -5" F 28 28 28 28 12' -2" F 31 31 31 31 8.5 8' -0" 8'4" E 27 27 27 27 8' -11" F 28 28 28 28 11' -11" F 31 31 31 31 9 T -0" 8' -0" F 28 28 28 28 8' -6" F 28 28 28 28 11'-8" F 31 31 31 31 9.5 T -2" T-8" F 28 28 28 28 8' -2" F 28 28 28 28 11' -3" F 32 32 32 32 10 6' -9" T-4" F 28 28 28 28 T -10" F 28 28 28 28 10' -10" F 32 32 32 32 11 6-2" 6-10" F 28 28 28 28 T -3" F 29 29 29 29 10'4" F 32 32 32 32 12 5'-8" 6'4" F 28 28 28 28 6' -9" F 29 29 29 29 9-6" G 32 32 32 32 13 1 5' -2" 1 5' -11" 1 F 1 28 1 28 1 28 1 28 11 6' -3" 1 F 1 29 1 29 1 29 1 29 11 8' -11" I G 1 32 1 32 1 32 1 32 115 MPH EXPOSURE B 10 3 22' -&' 13'-4" B 21 22 24 25 15' -1" B 22 24 25 26 17' -8" C 23 24 26 27 LIVE 3.5 195" 12'$' B 22 22 23 25 14' -5" C 23 23 25 26 16-9" C 24 24 26 27 LOAD 4 1T -0" 12' -1" C 22 22 23 24 13' -11" C 23 23 25 26 16-0" D 24 24 25 27 ONLY 4.5 15' -1" 11'-8" C 23 23 23 24 13' -5" C 24 24 25 26 15' -5" E 25 25 25 27 5 13' -7" 11' -3" C 23 23 23 24 13' -1" D 25 25 25 26 14' -11" E 26 26 26 26 5.5 12'-4" 10' -11" C 24 24 24 24 12' -9" E 25 25 25 26 14' -5" E 26 26 26 26 6 11'-4" 10' -T' D 24 24 24 24 12' -5" E 26 26 26 26 14' 4" F 27 27 27 27 6.5 10' -5" 10'-4" D 25 25 25 25 12' -2" E 26 26 26 26 13'-8" F 27 27 27 27 7 9'-8" 10' -1" E 25 25 25 25 11'-6" E 26 26 26 26 134" F 28 28 28 28 7.5 9' -1" 9' -10" E 26 26 26 26 10' -11" F 26 26 26 26 13' -0" F 28 28 28 28 8 8'S" 9' -7" E 26 26 26 26 10' -5" F 27 27 27 27 12' -9" F 28 28 28 28 8.5 8' -0" 9' -2" E 26 26 26 26 9-11" F 27 27 27 27 12'-6" F 29 29 29 29 9 T-6" 8' -10" E 26 26 26 26 9' -6" F 27 27 27 27 12' -3" F 29 29 29 29 9.5 T -2" 8' -5" E 26 26 26 26 9' -1" F 27 27 27 27 12' -0" F 30 30 30 30 10 6' -9" 8' -2" E 26 26 26 26 8' -9" F 27 27 27 27 11' -10" F 30 30 30 30 11 6' -2" T -T' F 27 27 27 27 8' -1" F 27 27 27 27 11' -2" F 30 30 30 30 12 5'-8" 7' -1" F 27 27 27 27 T-6" F 27 27 27 27 10' -5" F 30 30 30 30 13 1 5-2" 1 6' -T' I F 1 27 1 27 1 27 1 27 11 T -0" I F 1 27 1 27 1 27 1 27 11 9' -10" F 31 31 31 1 31 15 MPH EXPUSLIHE B 20 4 "x3" I Beam (Detail MU56) 5 "x3" Alum I Beam Detail MU57) 5 "x4.11 'I Beam (Detail MU65) C Attached Freestanding of 23 Attached Freestanding of C Attached Freestanding oI 25 26 Structure Multispan Units 22 Structure Multispan Units 27 Structure Multispan Units GROUND TRIB POST MAX 21 23 MAX POST LENGTH MAX D 22 MAX POST LENGTH MAX 26 14' -10" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAE3 SPACINC POST SIZE CONSTRAINED FOOTER SPACINC- POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 26 5 7' -1" 9-11" (in) (in) (in) (in) I 22 (in) (in) (in) (in) E 23 (in) (in) (in) (in) 15 MPH EXPUSLIHE B 20 3 11' -10" 11' -10" C 20 22 23 24 14'-4" C 21 23 25 26 151-8" D 22 24 25 27 3.5 10' -2" 11' -2" C 21 21 23 24 13' -7" D 22 23 25 26 14' -10" E 23 24 25 26 4 8' -11" 10' -9" C 21 21 23 24 13' -0" E 23 23 24 26 14' -2" E 23 23 25 26 4.5 T -11" 10'-4" D 22 22 22 24 12'-4" E 23 23 24 25 13'-8" F 24 24 25 26 5 7' -1" 9-11" E 22 22 22 24 11' -5" E 23 23 24 25 13' -2" F 25 25 25 26 5.5 6' -5" 9' -8" E 23 23 23 23 10' -7" F 24 24 24 25 12' -9" F 25 25 25 26 6 5' -11" 9' -2" E 23 23 23 23 9' -11" F 24 24 24 24 12' -5" F 26 26 26 26 6.5 5' -5" 8' -8" E 23 23 23 23 9.4, F 24 24 24 24 12' -1" F 26 26 26 26 7 5' -1" 8' -2" E 23 23 23 23 8' -9" F 24 24 24 24 11' -9" F 27 27 27 27 7.5 4' -9" T -9" F 24 24 24 24 8'-4" F 24 24 24 24 11' -5" F 27 27 27 27 8 4' -5" T -5" F 24 24 24 24 T -10" F 24 24 24 24 10' -11" F 27 27 27 27 8.5 4' -2" T -0" F 24 24 24 24 T -6" F 24 24 24 24 10' -5" F 27 27 27 27 9 T -11" 6' -9" F 24 24 24 24 T -2" F 24 24 24 24 10' -0" F 27 27 27 27 9.5 1 3' -9" 6' -5" 1 F 1 24 1 24 1 24 24 6-10' F 1 24 1 24 1 24 1 24 11 9' -7" F 1 27 1 27 1 27 1 27 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -10" 11' -3" C 22 23 25 26 13' -8" D 24 25 27 28 14' -11" E 24 26 27 29 3.5 10' -2" 10' -9" C 23 23 25 26 13' -0" E 24 25 27 28 14' -2" E ' 25 25 27 28 4 8'-11" 10' -3" D 24 24 24 26 12' -3" E 25 25 26 28 13' -7" F 26 26 27 28 4.5 T -11" 9' -10" E 24 24 24 26 11' -3" F 25 25 26 27 13' -1" F 1 27 27 27 28 5 7' -1" 9'-6" E 25 25 25 25 10'-4" F 26 26 26 27 12' -7" F 27 27 27 28 5.5 6' -5" 8' -11" E 25 25 25 25 9' -T' F 26 26 26 26 12' -2" F 28 28 28 28 6 F -11" 81-4" F 25 25 25 25 8' -11" F 26 26 26 26 11' -10" F 28 28 28 28 6.5 5' -5" 7'-10" F 25 25 25 25 8' -5" F 26 26 26 26 11' -7" F 29 29 29 29 7 5' -1" 7' -5" F 26 26 26 26 T -11" F 26 26 26 26 10' -11" F 29 29 29 29 7.5 4' -9" T -0" F 26 26 26 26 T -5" F 26 26 26 26 10' -5" F 29 29 29 29 8 4' -5" V -8" F 26 26 26 26 7' -1" F 26 26 26 26 9' -11" F 29 29 29 29 8.5 4' -2" 6'4" F 26 26 26 26 6' -8" F 26 26 26 26 91-6" G 30 30 30 30 9 T -11" V -1" F 26 26 26 26 6' -5" F 26 26 26 26 9' -1" G 30 30 30 30 9.5 1 T -9" 1 5' -10" 1 F 1 26 1 26 1 26 1 26 11 6' -1" 1 F 1 27 1 27 1 27 1 27 11 8' -8" 1 G 1 30 1 30 1 30 1 30 115 MPH EXPOSURE B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 57 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA; TABLE 5.12 4 "x3" I Beam (Detail MU56) 22' -8" 5 "x3" Alum I Beam Detail MU57) 5 "x4.11" I Beam (Detail MU65) 23 Attached Freestanding of 27 Attached Freestanding of 24 Attached Freestanding of 28 16' -T' Structure Multispan Units 26 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 25 26 MAX POST LENGTH MAX 24 25 MAX POST LENGTH MAX 15' -9" D MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" "d" 11' 5 13' -T' 10' -T' D (in) (in) (in) (in) 26 26 (in) (in) (in) (in) 27 27 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 3 22' -8" 12'4" B 23 24 25 27 13' -8" C 24 25 27 28 16' -T' C 25 26 28 29 LIVE 3.5 19' -5" 11' -9" C 24 24 25 26 13' -1" C 24 25 27 28 15' -9" D 26 26 28 29 LOAD 4 17' -0" 1 V-4" C 24 24 25 26 12' -7" C 25 25 26 28 15' -1" E 27 27 27 29 ONLY 4.5 15' -1" 10' -11" C 25 25 25 26 12' -3" D 26 26 26 28 14' -6" E 28 28 28 29 11' 5 13' -T' 10' -T' D 26 26 26 26 11' -10" E 27 27 27 27 14' -0" F 28 28 28 28 5.5 12'-4" 10' -3" D 26 26 26 26 11' -7" E 27 27 27 27 13' -7" F 29 29 29 29 6 11'4" 9' -11" E 27 27 27 27 11'-4" F 28 28 28 28 13-2" F 29 29 29 29 6.5 10' -5" 9'-8" E 27 27 27 27 101-8" F 28 28 28 28 12' -10" F 30 30 30 30 7 9'-8" 9'-4" E 28 28 28 28 10' -1" F 28 28 28 28 12'-6" F 30 30 30 30 7.5 9' -1" 8' -10" E 28 28 28 28 9'4" F 28 28 28 28 12' -3" F 31 31 31 31 8 8'-6" 8' -5" E 28 28 28 28 9' -0" F 29 29 29 29 11' -11" F 31 31 31 31 8.5 8' -0" 8' -0" F 28 28 28 28 8' -T' F 29 29 29 29 11' -9" F 32 32 32 32 9 7'-6" T-8" F 28 28 28 28 8' -3" F 29 29 29 29 11' 4" F 32 32 32 32 9.5 T -2" T-4" F 28 28 28 28 T -10" F 29 29 29 29 10' -11" F 32 32 32 32 10 6-9" T -1" F 28 28 28 28 T-6" F 29 29 29 1 29 1 10'-6" 1 F 1 32 32 32 32 11 1 6-2" 1 6' -T' I F 1 29 1 29 1 29 1 29 11 6' -11" I F 1 29 1 29 29 29 9' -9" F 33 33 33 33 110 MPH EXPOSURE B 20 3 11' -10" 12' -0" C 19 21 23 24 14'-6" C 21 23 24 26 15' -10" D 21 23 25 26 Structure 3.5 10' -2" 111-4" C 20 21 22 24 13' -9" D 21 23 24 25 15' -1" E 22 23 25 26 MIN 4 8' -11" 10' -10" C 21 21 22 23 13' -2" E 22 22 24 25 14' -5" E 23 23 24 26 CONSTRAINED FOOTERSPACINC 4.5 7' -11" 10' -5" D 21 21 22 23 12' -8" E 23 23 24 25 13' -10" F 23 23 24 25 11' 5 T -1" 10' -1" E 22 22 22 23 11' -9" E 23 23 23 25 13' -0" F 24 24 24 25 5.5 6-5" 9' -9" E 22 22 22 23 10' -11" F 23 23 23 24 12' -11" F 24 24 24 25 6 T -ti" 9' -5" E 23 23 23 23 10' -3" F 23 23 23 24 12' -7" F 25 25 25 25 6.5 F -5" 8' -11" E 23 23 23 23 9' -T' F 23 23 23 24 12' -3" F 25 25 25 25 7 5' -1" 8' -5" E 23 23 23 23 9' -1" F 24 24 24 24 11' -11" F 26 26 26 26 7.5 4' -9" 8' -0" F 23 23 23 23 8' -T' F 24 24 24 24 11'-8" F 26 26 26 26 8 4' -5" T -7" F 23 23 23 23 8' -2" F 24 24 24 24 11' -3" F 26 26 26 26 8.5 4' -2" T -3" F 23 23 23 23 T -9" F 24 24 24 24 194" F 27 27 27 29 9 Y -11" 6' -11" F 23 23 23 23 T-4" I F 24 24 24 24 10'-4" F 27 27 27 fl27 9.5 T -9" 6'-8" F 24 24 24 24 7' -1" F 24 24 24 24 9' -11" F 27 27 27 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 3 11' -19, 11' -5" C 22 23 24 26 13' -10" D 23 25 26 28 15' -2" E 24 25 27 28 Structure 3.5 10' -2" 10' -10" C 22 23 24 25 13' -2" E 24 24 26 27 14'11" E 25 25 27 28 MIN 4 8' -11" 101-4" D 23 23 24 25 12' -7" E 25 25 26 27 13' -9" F 25 25 26 28 CONSTRAINED FOOTERSPACINC 4.5 T -11" 10' -0" E 24 24, 24 25 11'-6" E 25 25 25 27 133" F 26 26 26 27 11' 5 T -1" 9-8" E 24 24 24 25 101-8" F 25 25 25 26 12' -9" F 27 27 27 27 5.5 6-5" 9-2" E 25 25 25 25 9-10" F 25 25 25 26 12'4" F 27 27 27 27. 6 - 5' -11" 8' -7" E 25 25 25 25 V -3" F 25 25 25 26 12' -0" F 28 28 28 28 6.5 5' -5" 8' -1" F 25 25 25 25 8'4" F 25 25 25 25 11'-8" F 28 28 28 28 7 5' -1" T -T' F 25 25 25 25 8' -2" F 26 26 26 26 11' -3" F 28 28 28 28 7.5 4'4" T -3" F 25 25 25 25 T -8" F 26 26 26 26 10'-8" F 29 29 29 29 8 4' -5" 6-10" F 25 25 25 25 T -3" F 26 26 26 26 10' -2" F 29 29 29 29 8.5 4' -2" 6-6" F 25 25 25 25 6-11" F 26 26 26 26 9-9" F 29 29 29 29 9 3-11" 6-3" F 25 25 25 25 6' -T' F 26 26 26 26 9'-4" G 29 29 29 29 9.5 T -9" 6' 4" F 26 26 26 26 6'-3" F 26 26 26 26 V -11" G 29 29 1 29 29 10 3'-6" 5' -9" F 26 26 26 26 6' -0" F 26 26 26 26 9 -7" G 29 29 29 1 29 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.12 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.12 115 MPH EXPOSURE B 30 4 "x3" I Beam Detail MU56) 5 "x3" Alum I Beam (Detail MU57) 5 "x4.11" I Beam (Detail MU65) C Attached Freestanding of 23 Attached Freestanding of D Attached Freestanding of 25 26 Structure Multispan Units 22 Structure Multispan Units 26 Structure Multispan Units GROUND TRIB POST MAX 21 23 MAX POST LENGTH MAX E 22 MAX POST LENGTH 11 MAX 26 14' -1" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTER SPACINC- POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 26 11' 5 5' -8" 9' -5" (in) (in) (in) (in) 22 22 (in) (in) (in) (in) F 23 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 3 9' -6" 11' -3" C 20 21 23 24 13-7" D 21 23 25 26 14' -10" E 22 24 25 26 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 101-8" C 20 21 23 24 12' -11" E 22 23 24 26 14' -1" E 22 23 25 26 8' 4 T -1" 10' -2" D 21 21 22 24 12' -1" E 22 23 24 25 13' -6" F 23 23 25 26 n/a 4.5 6'-4" 9-10" E 22 22 22 23 11' -1" F 22 22 24 25 13' -0" F 24 24 24 26 11' 5 5' -8" 9' -5" E 22 22 22 23 10' -2" F 23 23 23 24 12' -0" F 24 24 24 25 5.5 5' -2" 8' -9" E 22 22 22 23 9' -6" F 23 23 23 24 12' -2" F 25 25 25 25 6 4' -9" 8' -3" E 22 22 22 23 8' -10" F 23 23 23 24 11' -9" F 25 25 25 25 6.5 4'4" T -9" F 23 23 23 23 8'4" F 23 23 23 23 11' -5" F 26 26 26 26 7 4' -1" 7'-4" F 23 23 23 23 T -9" F 23 23 23 23 10' -10" F 26 26 26 26 7.5 T -9" 6' -11" F 23 23 23 23 7'4" F 23 23 23 23 10' -3" F 26 26 26 26 8 3'-6" 6' -T' F 23 23 23 23 T -0" F 23 23 23 23 9'-9" F 26 26 26 26 8.5 3'4- 1 6' -3" F 23 23 23 1 23 6' -T' F 23 23 23 23 9'4" G 26 26 26 26 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 3 9-6" 10' -10" C 22 23 25 26 13' -1" E 23 25 27 28 14'4" E 24 25 27 28 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 10' -3" D 23 23 24 26 12'4" E 24 25 26 28 13' -7" F 25 25 27 28 8' 4 7' -1" 9' -10" E 23 23 24 26 11' -1" E 24 24 26 27 13' -0" F 26 26 27 28 n/a 4.5 6-4" 9' -5" E 24 24 24 25 10' -2" E 24 24 25 27 12'-6" F 26 26 26 28 11' 5 5'4" 8'-8" E 24 24 24 25 9'4" E 25 25 25 26 12' -1" F 27 27 27 28 5.5 6 -2" 8'4" F 24 24 24 25 8' -8" F 25 25 25 26 11'-8" F 27 27 27 27 6 4' -9" 7' -T' F 24 24 24 24 8' -1" F 25 25 25 25 11' -2" F 28 28 28 28 6.5 4'-4" 7'-1" F 25 25 25 25 7' -T' F 25 25 25 25 10'-6" F 28 28 28 28 7 4' -1" 6'-8" F 25 25 25 25 T -1" F 25 25 25 25 9' -11" F 28 28 28 28 OVER- Post Description Max H t POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll HANG B MU1oo 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' T 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 45 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 105 11' 1' 35 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 55 6' 6.5' T 7.5' 8' 8.5' 9' 95 10' 105 11' 11.5' 12' 3' 1 n/a n/a n/a Ma n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.6 12' 12.5' 13' TABLE 5.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B MU1oo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E IMU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3/16 "x3 "x3" Steel Square 1 12' 1 L IMU93 d= 38" 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.12 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max He) ht POSTI Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96. Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square I d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square I d= 47" 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.12 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 58 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ca rloutnam(ftomcast.net :EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA.' TABLE 5.13 7 "X4" Alum I Beam (Detail MU58) 7 "X5.86" Alum I Beam (Detail MU63) 10 "X5.86" Alum I Beam (Detail MU62) F Attached Freestanding o1 27 Attached Freestanding of F Attached Freestanding of 28 27 Structure Multispan Units 31 Structure Multispan Units 32 Structure Multispan Units GROUND TRIB POST MAX 27 27 MAX POST LENGTH MAX F 29 MAX POST LENGTH MAX 27 28' -10" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 29 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d "d" I (FT) TYPE "d" "d" "d" "d" 34 7 9'-8" 17' -2" (in) (in) (in) (in) 29 29 (in) I (in) (in) (in) F 30 (in) (in) (in) (in) 110 MPH EXPOSURE B 10 5 13' -7" 18' -10" F 27 27 27 Attached 21' -2" F 28 28 28 27 29' -T' G 31 31 31 32 LIVE 5.5 12'-4" 18'-4" F 27 27 27 MAX POST LENGTH 20'-6" F 29 29 29 27 28' -10" G 32 32 32 POST LOAD 6 11'4" 17' -11" F 28 28 28 MIN 19' -11" F 29 29 29 SPACINC 28' -1" H 33 33 33 SIZE ONLY 6.5 10' -5" 17'-6" F 29 29 29 (FT) 19' -5" F 30 30 30 "d" 27' -6" H 33 33 33 34 7 9'-8" 17' -2" F 29 29 29 (in) 18' -7" F 30 30 30 28 2T -0" H 34 34 34 34 7.5 9'4" 16-10" F 30 30 30 30 17' -8" F 30 30 30 28 26' -5" H 34 34 34 35 8 8'-6" 16' -T' F 30 30 30 30 16-10" F 30 30 30 28 26' 4" H 35 35 35 35 8.5 8' -0" 16'4" G 31 31 31 30 16' -1" G 30 30 30 28 25' -7" H 35 35 35 36 9 7'-6" 16' -1" G 31 31 31 31 16-4" G 31 31 31 28 25' -2" 1 36 36 36 36 9.5 T -2" 15' -10" G 31 31 31 31 14' -9" G 31 31 31 28 24' -10" 1 36 36 36 36 10 6' -9" 15' -7" G 32 32 32 31 14' -2" G 31 31 31 28 24'4" 1 37 37 37 36 10.5 6-5" 15' -5" G 32 32 32 31 13'-8" G 31 31 31 29 24' -2" 1 37 37 37 36 11 6-2" 15' -3" H 33 33 33 31 13' -2" G 31 31 31 29 23-10" 1 38 38 38 36 11.5 6 -11" 15' -0" H 33 33 33 31 12'-8" G 31 31 31 29 23' -7" 1 38 38 38 37 12 5'-8" 14' -10" H 33 33 33 12' -3" G 31 31 31 23'4" J 39 39 39 13 6 -2" 14'4" H 34 34 34 11'-6" G 31 31 31 22' -10" J 39 39 39 14 4' -10" 13'-6" H 34 34 34 10' -9" G 31 31 31 21' -8" J 40 40 40 15 1 4'-6" 1 13' 4" 1 H 1 34 34 34 10' -2" G 32 32 32 21'4" J 40 40 40 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 17' -1" F 29 29 29 Attached 19' -10" F 31 31 31 27 26' -10" G 34 34 34 32 LIVE 5.5 12'4" 16'-8" F 30 30 30 MAX POST LENGTH 19' -3" F 31 31 31 27 26' -2" H 35 35 35 POST LOAD 6 11'-4" 16'3" F 31 31 31 MIN 16 -1" F 32 32 32 SPACINC 25'-5' H 36 36 36 SIZE ONLY 6.5 10' -5" 15' -11" F 31 31 31 (FT) 1T -1" F 32 32 32 "d" 25' -0" H 36 36 36 34 7 9' -8" 15'-8" F 32 32 32 (in) 16' -2" F 32 32 32 28 24'-6" H 37 37 37 34 7.5 9' -1" 15'-4" G 32 32 32 30 15'4" G 32 32 32 28 24' -1" H 37 37 37 35 8 8'-6" 15' -1" G 33 33 33 30 14' -7" G 32 32 32 28 23'-8" 1 38 38 38 35 8.5 8' -0" 14' -10" G 33 33 33 30 13' -11" G 33 33 33 28 23' -3" 1 39 39 39 36 9 T-6" 14' -T' G 34 34 34 31 13' -3" G 33 33 33 28 22' -11" 1 39 39 39 36 9.5 T -2" 14' -5" G 34 34 34 31 12' -9" G 33 33 33 28 22' -7" 1 40 40 40 36 10 6' -9" 14' -3" H 35 35 35 31 12' -2" G 33 33 33 28 22'-3" 1 40 40 40 36 10.5 6' -5" 14' -0" H 35 35 35 31 11' -9" G 33 33 33 29 22' -0" 1 41 41 41 36 11 6' -2" 13' -10" H 35 35 35 31 11' -3" G 33 33 33 29 21' -9" J 41 41 41 36 11.5 5' -11" 13'-8" H 36 36 36 31 10' -10" G 33 33 33 29 21'-6" J 42 42 42 37 12 6-8" 13'-4" H 36 36 36 10' -0" G 33 33 33 21' -3" J 42 42 42 13 5' -2" 12' -7" H 36 36 36 9' -10" G 33 33 33 20' -0" J 43 43 43 14 4' -10" 11' -11" H 37 37 37 9' -2" G 34 34 34 19'-3" K 43 43 43 15 4'-6" 11'-4" H 37 37 37 8'-8" I G 1 34 1 34 1 34 18' -3" 1 K 1 43 1 43 1 43 115 MPH EXPOSURE B 10 5 13' -T' 18'-4" F 27 27 27 Attached 20' -9" F 29 29 29 27 28' -10" G 32 32 32 32 LIVE 5.5 12'-4" 1T -11" F 28 28 28 MAX POST LENGTH 20' -1" F 29 29 29 27 28' -1" G 33 33 33 POST LOAD 6 11'-4" 17'-6" F 29 29 29 MIN 19'-6" F 30 30 30 SPACINC 2T -5" H 33 33 33 SIZE ONLY 6.5 10' -5" 17' -1" F 29 29 29 (FT) 18'-9" F 30 30 30 "d" 26' -10" H 34 34 34 34 7 91-8" 16'-9" F 30 30 30 (in) 17' -9" F 30 30 30 28 26' -3" H 35 35 35 34 7.5 9' -1" 16' -5" F 30 30 30 30 16'-11" F 31 31 31 28 25' -10" H 35 35 35 35 8 8'-8" 16' -2" F 31 31 31 30 16' -1" F 31 31 31 28 264" H 36 36 36 35 8.5 8' -0" 16 -11" G 31 31 31 30 15'-4" G 31 31 31 28 24' -11" H 36 36 36 36 9 7'-6" 15'-8" G 32 32 32 31 14'-8" G 31 31 31 28 24' -7" 1 37 37 37 36 9.5 T -2" 15' -5" G 32 32 32 31 14' -1" G 31 31 31 28 24' -2" 1 37 37 37 36 10 6' -9" 15' -3" G 33 33 33 31 13' -6" G 31 31 31 28 23' -10" 1 38 38 38 36 10.5 6' -5" 15' -0" G 33 33 33 31 13' -0" G 31 31 31 29 23' -7" 1 38 38 38 36 11 5 -2" 14' -10" H 33 33 33 31 12' -7" G 31 31 31 29 23' -3" 1 39 39 39 36 11.5 5' -11" 14'-8" H 34 34 34 31 12' -1" G 32 32 32 29 23' -0" 1 39 39 39 37 12 5'-8" 14'-6" H 34 34 34 11'-8" G 32 32 32 22' -9" J 39 39 39 13 5' -2" 13' -9" H 34 34 34 10' -11" G 32 32 32 22' -3" J 40 40 40 14 4'-10" 13' -1" H 35 35 35 10'-3" G 32 32 32 21' -2" J 41 41 41 15 4'-6" 12' -5" H 35 35 35 9'-8" 1 G 1 32 1 32 32 1 20' -1" 1 J 1 41 1 41 1 41 ifFyb19.' I *f1i1,Y11 4:84 20 7 "X4" Alum I Beam (Detail MU58) 7 "X5.86" Alum 1 Beam (Detail MU63) 10 "X5.86" Alum I Beam (Detail MU62 F Attached Freestanding of 27 Attached Freestanding of F Attached Freestanding o1 27 27 Structure Multispan Units 32 Structure Multispan Units 11 32 Structure Multispan Units GROUND TRIB POST MAX 28 28 MAX POST LENGTH MAX F 27 MAX POST LENGTH MAX 27 27' -3" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 16 POST MIN FOOTS 8' f 12' I 15' LOAD (FT) ON SLAS SPACINC POST SIZE CONSTRAINED FOOTS SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 29 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 34 7 5' -1" 15'-8" (in) (in) (in) (in) 29 29 (in) (in) (in) (in) G 28 (in) (in) (in) (in) ifFyb19.' I *f1i1,Y11 4:84 20 5 T -1" 1T-6" F 27 27 27 27 17'-8" F 27 27 27 27 28' -2" H 32 32 32 32 5.5 6' -5" 17' -0" G 28 28 28 28 16-5" F 27 27 27 27 27' -3" 1 32 32 32 32 6 6 -11" 16-6" G 28 28 28 28 16-4" G 28 28 28 28 26'-6" 1 33 33 33 33 6.5 6 -5" 16' -1" G 29 29 29 29 14' -5" G 28 28 28 28 25' -9" 1 34 34 34 34 7 5' -1" 15'-8" G 29 29 29 29 13' -8" G 28 28 28 28 25' -2" 1 34 34 34 34 7.5 4'4" 15'-4" H 30 30 30 30 12' -11" G 28 28 28 28 24' -7" 1 35 35 35 35 8 4' -5" 15' -0" H 30 30 30 30 12' -3" G 28 28 28 28 24' -1" J 35 35 35 35 8.5 4' -2" 14'-6" H 30 30 30 30 111-8" G 28 28 28 28 23' -7" J 36 36 36 36 9 T -11" 14' -0" H 31 31 31 31 11' -1" G 28 28 28 28 22'-8" J 36 36 36 36 9.5 T.9" 13' -5" H 31 31 31 31 10' -7" G 28 28 28 28 21' -9" J 36 36 36 36 10 S -6" 13' -0" H 31 31 31 31 10' -2" G 28 28 28 28 21' 4" J 36 36 36 36 10.5 3-4" 12'-6" H 31 31 31 31 9' -9" G 29 29 29 29 20' -3" J 36 36 36 36 11 3' -2" 12' -1" H 31 31 31 31 9' -5" G 29 29 29 29 19' -7" K 36 36 36 36 11.5 T -1" 11' -9" H 31 1 31 31 31 9' -0" G 29 29 29 29 18' -11" K 37 37 37 37 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 T -1" 16'-8" G 30 30 30 30 16-0" G 29 29 29 29 26-2" 1 35 35 35 35 5.5 6' -5" 16-3" G 31 31 31 31 14' -11" G 30 30 30 30 26-6" 1 36 36 36 36 6 6 -11" 15' -9" G 31 31 31 31 13' -11" G 30 30 30 30 24' -11" 1 36 36 36 36 6.5 5' -5" 15'4" H 32 32 32 32 13' -1" G 30 30 30 30 24' -5" 1 37 37 37 37 7 5' -1" 15' -0" H 32 32 32 32 12'4" G 30 30 30 30 23' -11" J 38 38 38 38 7.5 4' -9" 14' -0" H 33 33 33 33 11' -7" G 30 30 30 30 23'4" J 38 38 38 38 8 4' -5" 13' -10" H 33 33 33 33 11' -0" G 30 30 30 30 22'-6" J 39 39 39 39 8.5 4' -2" 13' -3" H 33 33 33 33 10'-6" G 31 31 31 31 21'-6" J 39 39 39 39 9 Y -11" 12'4" H 33 33 33 33 10' -0" G 31 31 31 31 20'-8" J 39 39 39 39 9.5 T -9" 12' -3" H 33 33 33 33 9-6" G 31 31 31 31 19' -10" K 39 39 39 39 10 3'-6" 11' -10" H 34 34 34 34 9' -1" G 31 31 31 31 19' -1" K 39 39 39 39 10.5 3'4" 11' -5" H 34 34 34 34 8' -9" G 31 31 31 31 18' -5" K 40 40 40 40 11 Y -2" 11' -0" H 34 34 34 34 8' -5" G 31 31 31 31 1 T -9" K 40 40 40 40 11.5 T -1" 10'-8" H 34 34 34 34 8' -1" G 1 31 31 31 31 1T -2" K 40 1 40 40 40 115 MPH EXPOSURE B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 59 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.13 7 "X4" Alum I Beam Detail MU58) 7 "X5.86" Alum I Beam (Detail MU63) 10 "X5.86" Alum I Beam (Detail MU62) 30 Attached Freestanding of 26 Attached Freestanding of 31 Attached Freestanding of 27 26' -2" Structure Multispan Units 35 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 31 27 MAX POST LENGTH MAX 32 32 MAX POST LENGTH MAX 25'-6" H MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' ' 15' POST MIN FOOTER 8' 1 12' I 16 LOAD (FT) ON SLAB SPACINC. POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 32 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" V. "d" "d" (FT) TYPE "d" "d" "d" "d" 11.5' 7 9'-8" 15' -3" F (in) (in) (in) (in) 32 28 (in) (in) (in) (in) 33 33 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 16'-8" F 30 30 30 26 19' -5" F 31 31 31 27 26' -2" G 35 35 35 31 LIVE 5.5 12'-4" 16' -3" F 31 31 31 27 18'-8" F 32 32 32 27 25'-6" H 36 36 36 31 LOAD 6 11'-4" 15' -11" F 31 31 31 27 1T-6" F 32 32 32 27 24' -11" H 36 36 36 32 ONLY 6.5 10' -5" 15' -7" F 32 32 32 28 16'-6" F 32 32 32 27 1 24' -5" H 37 37 37 33 11.5' 7 9'-8" 15' -3" F 32 32 32 28 15' -7" G 33 33 33 27 23' -11" H 38 38 38 33 7.5 9' -1" 15' -0" G 33 33 33 29 14' -9" G 33 33 33 27 23'-6" H 38 38 38 34 8 8'-6" 14' -9" G 34 34 34 29 14' -0" G 33 33 33 28 23' -1" 1 39 39 39 34 8.5 8' -0" 14'-6" G 34 34 34 30 13'-4" G 33 33 33 28 22'-8" 1 40 40 40 35 9 7'-6" 14' -3" G 35 35 35 30 12' -9" G 33 33 33 28 22'-4" 1 40 40 40 35 9.5 T -2" 14' -1" H 35 35 35 30 12' -3" G 33 33 33 28 22' -0" 1 41 41 41 35 10 6' -9" 13' -10" H 35 35 35 30 11' -9" G 34 34 34 28 21' -9" 1 41 41 41 35 10.5 6' -5" 13'-8" H 36 36 36 30 11' -3" G 34 34 34 28 21' -5" J 42 42 42 36 11 6' -2" 13'-6" H 36 36 36 30 10' -10" G 34 34 34 28 21' -2" J 42 42 42 36 11.5 5' -11" 13' -3" H 37 37 37 31 1 10' -5" G 34 34 34 28 20' -11" J 43 43 43 36 12 5'-8" 12' -10" H 37 37 37 33 11 10' -1" G 34 34 34 30 11 20'-9" J 43 43 1 43 39 13 6 -2" 12' -2" H 37 37 37 9' -5" 1 G 1 34 34 34 19' -T' K 43 43 43 110 MPH EXPOSURE B 20 5 T -1" 1T -9" F 26 26 26 26 18' -2" F 27 27 27 27 28'-6" H 31 31 31 31 Structure 5.5 6' -5" 17' -3" G 27 27 27 27 16' -11" F 27 27 27 27 2T-8" H 31 31 31 31 MIN 6 6 -11" 16' -9" G 27 27 27 27 15' -10" G 27 27 27 27 26' -10" 1 32 32 32 32 CONSTRAINED FOOTERSPACINC 6.5 5' -5" 16' -3" G 28 28 28 28 14' -11" G 27 27 27 27 1 26-2" 1 33 33 33 33 11.5' 7 5' -1" 15' -11" G 28 28 28 28 14' -1" G 27 27 27 27 26-6" 1 33 33 33 33 7.5 4' -9" 15'-6" H 29 29 29 29 13'-4" G 27 27 27 27 24' -11" 1 34 34 34 34 8 4' -5" 15' -Z' H 29 29 29 29 12'-8" G 28 28 28 28 24' -5" J 34 34 34 34 8.5 4' -2" 14' -11" H 30 30 30 30 12' -0" G 28 28 28 28 23' -11" J 35 35 35 35 9 3' -11" 14'4" H 30 30 30 30 11'-6" G 28 28 28 28 23'-4" J 35 35 35 35 9.5 3' -9" 13' -10" H 30 30 30 30 11' -0" G 28 28 28 28 2Z -5" J 35 35 35 35 10 3' -0" 13'4" H 30 30 30 30 19-6" G 28 28 28 28 21' -T' J 35 35 35 35 10.5 3' -4" 12' -11" H 30 30 30 30 10' -1" G 28 28 28 28 20' -10" J 36 36 36 36 11 T -2" 12' -5" H 30 30 30 30 9' -9" G 28 28 28 28 20' -2" 1 J 1 36 36 1 36 36 11.5 1 Y -1" 1 12' -1" 1 H 1 31 1 31 1 31 31 1 9-4" 1 G 1 28 1 28 1 28 1 28 19' 6" K 36 36 36 1 36 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 7'-1" 17' -0" G 29 29 29 29 16' -5" F 29 29 29 29 26-10" H 34 34 34 34 Structure 5.5 6'S" 16-5" G 30 30 30 30 15' -3" G 29 29 29 29 26-2" 1 35 35 35 35 MIN 6 6 -11" 16'-0" G 30 30 30 30 14'-4" G 29 29 29 29 26-6' 1 36 36 36 36 CONSTRAINED FOOTERSPACINC 6.5 5' -5" 15' -T' G 31 31 31 31 13' -5" G 29 29 29 29 24'41" 1 36 36 36 36 11.5' 7 5' -1" 15' -2' H 31 31 31 31 12'-8" G 30 30 30 30 24!4' J 37 37 37 37 7.5 4' -9" 14' -10" H 32 32 32 32 11' -11" G 30 30 30 30 23' -9" J 37 37 37 37 8 4' -5" 14'4" H 32 32 32 32 11'-4" G 30 30 .30 30 23-0" J 38 38 38 38 8.5 4' -2" 13' -T' H 32 32 32 32 10' -9" G 30 30 30 30 22' -1" J 38 38 38 38 9 S -11" 13' -1" H 33 33 33 33 19-3" G 30 30 30 30 21' -2" J 38 38 38 38 9.5 T -9" 12' -T' H 33 33 33 33 9-10" G 30 30 30 30 20' 4" J 38 38 38 38 10 3-6" 12' -1" H 33 33 33 33 9' -5" G 30 30 30 30 19' -T' K 39 39 39 39 10.5 3'4" 111-8" H 33 33 33 33 9' -0. G 30 30 30 30 18' -11" K 39 39 39 39 11 T -2" 11' -3" H 33 33 33 33 81-8" G 30 30 30 30 18'4- K 39 39 39 39 11.5 3' -1" 10' -11" H 33 33 33 33 8'4" G 30 30 30 30 1T -T' K 39 39 39 39 12 2' -11" 1 10' -T' I H 1 33 1 33 1 33 1 33 11 8' -0" G 1 30 1. 30 1 30 1 30 11 17' -1" K 39 1 39 1 39 1 39 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.13 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.13 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 7 "X4" Alum I Beam (Detail MU58) 7 "X5.86" Alum I Beam (Detail MU63) 10 "X5.86" Alum I Beam (Detail MU62) G Attached Freestanding of 30 Attached Freestanding o1 G Attached Freestanding o1 29 29 Structure Multispan Units 35 Structure Multispan Units 11 35 Structure Multispan Units GROUND TRIB POST MAX 30 30 MAX POST LENGTH MAX G 29 MAX POST LENGTH MAX 29 24' -11" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC- POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 31 (FT) (FT) TYPE "d" "d" I "d" I "d (FT) TYPE "d" "d" "d" "d" (FT) TYPE d" "d" "d" "d 37 11.5' 7 4' -1" 13' -11" (in) (in) (in) (in) 31 31 (in) (in) (in) (in) G 29 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 5 6 -8" 16' -0" G 30 30 30 30 14'-6" G 29 29 29 29 25' -9" 1 35 35 35 35 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 15-6" G 30 30 30 30 13' -5" G 29 29 29 29 24' -11" 1 35 35 35 35 8.6 6 4' -9" 15' -1" H 31 31 31 31 12' -7" G 29 29 29 29 24' -3" J 36 36 36 36 n/a 6.5 4' -4" 14'-8" H 31 31 31 31 11'4" G 29 29 29 29 23' -7" J 37 37 37 37 11.5' 7 4' -1" 13' -11" H 31 31 31 31 I VA,. G 29 29 29 29 22'-6" J 37 37 37 37 7.5 3'4- 13' -3" H 32 32 32 32 10' -5" G 29 29 29 29 21' -5" J 37 37 37 37 8 3'-6" 12' -8" H 32 32 32 32 9' -11" G 29 29 29 29 20' -5" J 37 37 37 37 8.5 3'4" 12' -1" H 32 32 32 32 9' -5" G 29 29 29 29 19' -7" K 38 38 38 38 9 T -2" 11' -7" H 32 32 32 32 8' -11" G 30 30 30 30 18' -9" K 38 38 38 38 9.5 T-O" 11' -2" H 32 32 32 32 8'-6" G 30 30 30 30 18' -0" K 38 38 38 38 10 T -10" 10' -9" H 33 33 33 33 8' -2" G 30 30 30 30 1T -0" K 38 38 38 38 10.5 2'-8" 10' -0" H 33 33 33 33 T -10" G 30 30 30 30 16-8" K 38 38 38 38 115 MPH EXPOSURE B 30 5 5'-8" 16'-8" G 27 27 27 27 15' -10" F 26 26 26 26 26' -9" 1 31 31 31 31 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 16' -2" G 27 27 27 27 14'-8" G 26 26 26 26 26 -11" 1 32 32 32 32 8.6 6 4'4" 16-8" G 28 28 28 28 13' -9" G 26 26 26 26 25' -2" 1 32 32 32 32 n/a 6.5 4'4" 15-3" H 28 28 28 28 12' -10" G 27 27 27 27 24'-6" 1 33 33 33 33 11.5' 7 4' -1" 14' -11" H 29 29 29 29 12' -1" G 27 27 27 27 23-11" J 34 34 34 34 7.5 3'-9" 14'4" H 29 29 29 29 11' -5" G 27 27 27 27 23' -3" J 34 34 34 34 8 3'-6" 13'-8" H 29 29 29 29 10' -10" G 27 27 27 27 22' -2" J 34 34 34 34 8.5 3'-4" 13' -1" H 29 29 29 29 10' 4" G 27 27 27 27 21' -3" J 1 34 34 34 34 1 9 3' -2" 12' -7" H 29 29 29 29 9-10" G 27 27 27 27 20' -0" J 35 35 35 35 OVER- Post Description Max H t TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo HANG 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' T 8' 9' 10' 11' 12' 13' 14' 16 16 1T 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.6 5' 5.6 6 6.5' 7' 7.6 IT 8.6 9' 9.6 10' 10.6 11' 1' 3.6 4' 4.5' 6 5.5' 6' 6.6 7' 7.5' 8' 8.5' 9 9.6 10' 10.6 11' 11.5' 2' n/a n/a Na 55 6' 6.5' T 7.6 8' 8.5' 9 9.6 10' 10.5' 11' 11.5' 12' 3' n/a Na rda n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 105 11' 11.5' 12' 12.5' 4' n/a Na n/a n/a n/a Na n/a Na n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' TABLE 5.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E IMU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU50 Steel 0.043 "x3 "x3" Lockseam 12' J Alum 0.120 "x4 "x4" Square 12' K dMU55O 3/16 "x3 "x3" Steel S uare 12' L 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.13 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 1 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square d= 47" 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.13 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 60 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnam0comcast.net 'EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.1 7 "x5.5" Alum I Beam (MU59) unbraced 7 "x5.5" Alum I Beam MU59) lat braced 7 "x5.5" Alum I Beam (MU73) full splices F Attached Freestanding of 28 Attached Freestanding of F Attached Freestanding of 28 28 Structure Multispan Units 30 Structure Multispan Units 30 Structure Multispan Units GROUND TRIB POST MAX 28 28 MAX POST LENGTH MAX F 28 MAX POST LENGTH MAX 28 25-10" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 29 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" I "d" "d" (FT) TYPE "d" "d" "d "d" 32 7 9'-8" 18' -5" (in) (in) (in) (in) 30 30 (in) (in) (in) (in) F 30 (in) (in) (in) (in) 110 MPH EXPOSURE B 10 5 13' -7" 20' -9" F 28 28 28 28 20' -9" F 28 28 28 28 26-8" F 30 30 30 30 LIVE 5.5 12'4" 20' -2" F 28 28 28 28 20' -2" F 28 28 28 28 25-10" G 31 31 31 31 LOAD 6 11'-4" 19' -7" F 29 29 29 29 19-7" F 29 29 29 29 25' -1" G 31 31 31 31 ONLY 6.5 10' -5" 19' -1" F 29 29 29 29 19-1" F 29 29 29 29 24' -5" G 32 32 32 32 7 9'-8" 18' -5" F 30 30 30 30 18' -5" F 30 30 30 30 23' -10" H 32 32 32 32 7.5 9' -1" 17'-6" F 30 30 30 30 17'-6" F 30 30 30 30 23' -3" H 33 33 33 33 8 8' -6" 16'-8" F 30 30 30 30 16'-8" F 30 30 30 30 22' -9" H 33 33 33 33 8.5 8' -0" 15' -11" F 30 30 30 30 15' -11" F 30 30 30 30 22'-4" H 34 34 34 34 9 7'-6" 15' -3" G 30 30 30 30 15' -3" G 30 30 30 30 21' -11" H 34 34 34 34 9.5 T -2" 14'4" G 31 31 31 31 14' -8" G 31 31 31 31 21' -6" H 35 35 35 35 10 6-9" 14'-1" G 31 31 31 31 14' -1" G 31 31 31 31 21' -2" H 35 35 35 35 10.5 6' -5" 13' -7" G 31 31 31 31 13' -7" G 31 31 31 31 20' -10" H 36 36 36 36 11 6' -2" 13' -1" G 31 31 31 31 13' -1" G 31 31 31 31 20'4" 1 36 36 36 36 1 1 11.5 5' -11" 12' -7" G 31 31 31 31 12' -7" G 31 31 31 31 20' -2" 1 36 36 36 36 12 6-8" 12' -2" G 31 31 31 31 12' -2" G 31 31 31 31 19-11" 1 37 37 37 37 13 5' -2" 11' -5" G 31 31 31 31 11' -5" G 31 31 31 31 19'4" 1 37 37 37 37 14 4' -10" 10' -9" G 31 31 31 31 10' -9" G 31 31 31 31 17'4" 1 37 37 37 37 15 1 4' -0" 10' -1" I G 1 31 1 31 1 31 31 10' -1" G 31 31 31 31 17' -5" 1 38 38 38 38 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 19' -5" F 31 31 31 31 19-5" F 31 31 31 31 24' -11" G 33 33 33 33 LIVE 5.5 12'-4" 18' -10" F 31 31 31 31 18' -10" F 31 31 31 31 24' -2" G 34 34 34 34 LOAD 6 1114" 18' -0" F 32 32 32 32 18' -0" F 32 32 32 32 23' -6" H 35 35 35 35 ONLY 6.5 10' -5" 16' -11" F 32 32 32 32 16-11" F 32 32 32 32 22' -10" H 35 35 35 35 7 9'-8" 16-9' F 32 32 32 32 16' -0" F 32 32 32 32 22'-4" H 36 36 36 36 7.5 9-1" 15' -3" G 32 32 32 32 15' -3" G 32 32 32 32 21' -10" H 36 36 36 36 8 8'-6" 14' -6" G 32 32 32 32 14'-6" G 32 32 32 32 21'-4" H 37 37 37 37 8.5 8' -0" 13' -10" G 32 32 32 32 13' -10" G 32 32 32 32 20' -11" H 37 37 37 37 9 T-6" 13' -2" G 33 33 33 33 13' -2" G 33 33 33 33 20'-6" H 38 38 38 38 9.5 T -2" 12' -8" G 33 33 33 33 12' -8" G 33 33 33 33 20' -2" 1 38 38 38 38 10 6-9" 12' -1" G 33 33 33 33 12' -1" G 33 33 33 33 19-10" 1 39 39 39 39 10.5 6' -5" 11'4" G 33 33 33 33 11'-8" G 33 33 33 33 19'-6" 1 39 39 39 39 11 9 -2" 11' -3" G 33 33 33 33 11' -3" G 33 33 33 33 19' -2" 1 40 40 40 40 1 1 11.5 5' -11" 10' -10" G 33 33 33 33 10' -10" G 33 33 33 33 18' -11" 1 40 40 40 40 12 5'-8" 10' -5" G 33 33 33 33 10' -5" G 33 33 33 33 18' -8" 1 40 40 40 40 13 5' -2" 9' -9" G 33 33 33 33 9' -9" G 33 33 33 33 18' -2" J 41 41 41 41 14 4' -10" 9' -2" G 33 33 33 33 9' -2" G 33 33 33 33 16' -8" J 41 41 41 41 15 1 4' -0" 1 8' -T' I G 1 34 1 34 1 34 1 34 11 8' -7" 1 G 1 34 1 34 1 34 1 34 1 16' -3" 1 J 1 41 1 41 1 41 1 41 115 MPH EXPOSURE B 10 5 1IT -T' 20'-4" F 28 28 28 28 20'4" F 28 28 28 28 26-1" G 31 31 31 31 LIVE 5.5 12' -4" 19' -9" F 29 29 29 29 19' -9" F 29 29 29 29 264" G 32 32 32 32 LOAD 6 11111" 19-2" F 30 30 30 30 19-2" F 30 30 30 30 1 24' -T' G 32 32 32 32 ONLY 6.5 10' -5" 18'4" F 30 30 30 30 18'-8" F 30 30 30 30 23' -11" G 33 33 33 33 7 91-8" 17'-8" F 30 30 30 30 17'-8" F 30 30 30 30 23'4" H 33 33 33 33 7.5 9' -1" 16' -9" F 31 31 31 31 16-9" F 31 31 31 31 22' -10" H 34 34 34 34 8 8'-6" 16' -0" F 31 31 31 31 16-0" F 31 31 31 31 22'4" H 34 34 34 34 8.5 8' -0" 15' -3" F 31 31 31 31 15' -3" F 31 31 31 31 21' -11" H 35 35 35 35 9 T-6- 14' -T' G 31 31 31 31 14' -7" G 31 31 31 31 21' -0" H 35 35 35 35 9.5 T -2" 14' -0" G 31 31 31 31 14' -0" G 31 31 31 31 21' -1" H 36 36 36 36 10 6-9" 13' -5" G 31 31 31 31 13-5" G 31 31 31 31 20' -9" H 36 36 36 36 10.5 6' -5" 12' -11" G 31 31 31 31 12' -11" G 31 31 31 31 20' -5" 1 36 36 36 36 11 6' -2" 12'-6" G 31 31 31 31 12' -6" G 31 31 31 31 20' -1" 1 37 37 37 37 1 1 11.5 5' -11" 12' -0" G 31 31 31 31 12' -0" G 31 31 31 31 19' -9" 1 37 37 37 37 12 6-8" 11' -7" G 32 32 32 32 11' -7" G 32 32 32 32 19' -6" 1 38 38 38 38 13 5' -2" 10' -10" G 32 32 32 32 10' -10" G 32 32 32 32 19-91 1 38 38 38 38 14 4' -10" 10' -3" G 32 32 32 32 10' -3" G 32 32 32 32 1T -5" 1 38 38 38 38 15 1 4'-6" 9' -8" 1 G 1 32 1 32 1 32 1 32 11 9'-8" 1 G 1 32 1 32 32 32 1 T -0" I I 1 39 1 39 1 39 139 115 MI`H LAFUSUKE B 20 7 "x5.5" Alum I Beam (MU59) unbraced 7"x5.5" Alum I Beam (MU59 ) lat braced 7"x5.5" Alum I Beam (MU73) full splices 27 Attached Freestanding of 27 Attached Freestanding of 27 Attached Freestanding of 27 23-1" Structure Multispan Units 30 Structure Multispan Units Structure Multispan Units GROUND TRIB POST MAX 27 27 MAX POST LENGTH MAX 27 27 MAX POST LENGTH MAX 11 22' -5" H MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' 1 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTE 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 5' -5" POST SIZE CONSTRAINED FOOTEF (PSF) 28 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE d" "d" "d" 7 5' -1" 13' -7" G (in) (in) (in) (in) 28 28 (in) (in) (in) (in) 28 28 (in) (in) (in) (in) 115 MI`H LAFUSUKE B 20 5 7' -1" 1T-6" F 27 27 27 27 1T-6" F 27 27 27 27 23-1" H 30 30 30 30 5.5 6' -5" 16'4" F 27 27 27 27 16'4" F 27 27 27 27 22' -5" H 30 30 30 30 6 5' -11" 15' -3" G 27 27 27 27 15' -3" G 27 27 27 27 21'4" H 31 31 31 31 6.5 5' -5" 14'4" G 28 28 28 28 14'4" G 28 28 28 28 21' -2" H 31 31 31 31 7 5' -1" 13' -7" G 28 28 28 28 13' -7" G 28 28 28 28 20' -8" H 32 32 32 32 7.5 4' -9" 12' -10" G 28 28 28 28 12' -10" G 28 28 28 28 20' -2" 1 32 32 32 32 8 4' -5" 12' -2" G 28 28 28 28 12' -2" G 28 28 28 28 19' -9" 1 33 33 33 33 8.5 4' -2" 11' -7" G 28 28 28 28 11' -7" G 28 28 28 28 19'4" 1 33 33 33 33 9 S -11" 11' -1" G 28 28 28 28 11' -1" G 28 28 28 28 19' -0" 1 34 34 34 34 9.5 3'4" 10' -7" G 28 28 28 28 10' -7" G 28 28 28 28 18'-8" 1 34 34 34 34 10 3'-6" 10' -1" G 28 28 28 28 10' -1" G 28 28 28 28 19-4" 1 35 35 35 35 10.5 3'4" 9' -9" G 28 28 28 28 9' -9" G 28 28 28 28 18' -1" J 35 35 35 35 11 T -2" 9'-4" G 29 29 29 29 9'4" G 29 29 29 1 29 1 T -9" J 35 35 35 35 1 1 11.5 3' -1" 9' -0" G 29 29 29 29 11 9' 4" 1 G 1 29 1 29 11 29 29 1 T -6" I J 1 36 36 36 36 1 10 MI'H tAF'USUKt U or 1JU MF'H EXPUSUKE B 20 5 T -1" 15' -11" F 29 29 29 29 15' -11" F 29 29 29 29 22' -1" H 33 33 33 33 5.5 6' -5" 14'4- G 30 30 30 30 14' -9" G 30 30 30 30 21' -5" H 34 34 34 34 6 5' -11" 13' -10" G 30 30 30 30 13' -10" G 30 30 30 30 20' -10" H 34 34 34 34 6.5 5' -5" 13' 4- G 30 30 30 30 13' -0" G 30 30 30 30 20' -3" 1 35 35 35 35 7 5' -1" 12' -3" G 30 30 30 30 12' -3" G 30 30 30 30 19' -9" 1 35 35 35 35 7.5 4'4- 11' -7" G 30 30 30 30 11' -7" G 30 30 30 30 19'-4" 1 36 36 36 36 8 4' -5" 10' -11" G 30 30 30 30 10' -11" G 30 30 30 30 18' -11" 1 36 36 36 36 8.5 4' -2" 10' -5" G 31 31 31 31 10' -5" G 31 31 31 31 18'-6" 1 37 37 37 37 9 T -11" 9' -11" G 31 31 31 31 9' -11" G 31 31 31 31 18' -2" J 37 37 37 37 9.5 3'4" 9' -6" G 31 31 31 31 9' -6" G 31 31 31 31 17' -10" J 38 38 38 38 10 3'-6" 9' -1" G 31 31 31 31 9' -1" G 31 31 31 31 1 T -T' J 38 38 38 38 10.5 3-4" 8'-8" G 31 31 31 31 8'-8" G 31 31 31 31 1 T -3" J 39 39 39 39 11 3' -2" 8'4" G 31 31 31 31 8'4" G 31 31 31 31 1 T -0" J 39 39 39 39 1 1 11.5 S -1" 8' -0" G 31 31 31 31 8' -0" G 31 31 31 31 16' -9" K 40 1 40 40 40 110 MVH tXrUJUKL B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 61 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA: TABLE 5.14 7 "x5.5" Alum I Beam MU59 unbraced 7 "x5.5" Alum I Beam (MU59) lat braced 7"x5.5" Alum I Beam (MU73) full splices F Attached Freestanding of 31 Attached Freestanding of F Attached Freestanding of 31 31 Structure Multispan Units 34 Structure Multispan Units 34 Structure Multispan Units GROUND TRIB POST MAX 32 32 MAX POST LENGTH MAX F 32 MAX POST LENGTH MAX 32 23' -9" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' f 12' POST MIN FOOTER 8' I 10' ' 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 32 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 36 11' 7 9'-8" 15'-6" (in) (in) (in) (in) 33 33 (in) (in) (in) (in) G 33 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 19' -2" F 31 31 31 31 19-2" F 31 31 31 31 24' -6" G 34 34 34 34 LIVE 5.5 12'4" 18'-6" F 32 32 32 32 18'-6" F 32 32 32 32 23' -9" G 35 35 35 35 LOAD 6 1114" 17' -0" F 32 32 32 32 1 T-4" F 32 32 32 32 23' -1" H 35 35 35 35 ONLY 6.5 10'.5" 164" F 32 32 32 32 164" F 32 32 32 32 22' -6" H 36 36 36 36 11' 7 9'-8" 15'-6" G 33 33 33 33 15'-6" G 33 33 33 33 21' -11" H 37 37 37 37 7.5 9'4" 14'4" G 33 33 33 33 14'-8" G 33 33 33 33 21' -5" H 37 37 37 37 8 8'-6" 13' -11" G 33 33 33 33 13-11" G 33 33 33 33 21' -0" H 38 38 38 38 8.5 8' -0" 13'-4" G 33 33 33 33 13'-4" G 33 33 33 33 20' -7" H 38 38 38 38 9 7'4" 12'-8" G 33 33 33 33 12'-8" G 33 33 33 33 20' -2" 1 39 39 39 39 9.5 T -2" 12' -2" G 33 33 33 33 12' -2" G 33 33 33 33 19-10" 1 39 39 39 39 10 6-9" 11'-8" G 33 33 33 33 11'-8" G 33 33 33 33 19' -6" 1 40 40 40 40 10.5 6-5" 11' -2" G 34 34 34 34 11' -2" G 34 34 34 34 19-2" 1 40 40 40 40 11 6' -2" 10' -9" G 34 34 34 34 19 -9" G 34 34 34 34 18' -10" 1 41 41 41 41 11.5 5' -11" 10' -5" G 34 34 34 34 10' -5" G 34 34 34 34 18' -7" 1 41 41 41 41 12 6-8" 10' -0" G 34 34 34 34 10' -0" G 34 34 34 34 18'-4" 1 41 41 41 41 13 5' -2" 9'-4" G 34 34 34 34 9'4" G 34 34 34 34 1T-10" J 42 42 42 42 110 MPH EXPOSURE B 20 5 T -1" 18' -0" F 26 26 26 26 18' -0" F 26 26 26 27 23' -5" H 29 29 29 29 Structure 5.5 6' -5" 16-10" F 27 27 27 27 16' -10" F 27 27 27 27 22'4" H 29 29 29 29 MIN 6 5' -11" 15' -9" F 27 27 27 27 15' -9" F 27 27 27 27 22' -1" H 30 30 30 30 CONSTRAINED FOOTERSPACINC 6.5 5' -5" 14' -10" G 27 27 27 27 14' -10" G 27 27 27 27 21'-6" H 31 31 31 31 11' 7 5' -1" 14' -0" G 27 27 27 27 14' -0" G 27 27 27 27 20' -11" H 31 31 31 31 7.5 4' -9" 13' -3" G 27 27 27 27 13' -3" G 27 27 27 27 20'-6" H 32 32 32 32 8 4' -5" 12' -T' G 27 27 27 27 12' -7" G 27 27 27 27 20' -0" 1 32 32 32 32 8.5 4' -2" 12' 4" G 28 28 28 28 12' -0" G 28 28 28 28 19-8" 1 32 32 32 32 9 T -11" 11' -5" G 28 28 28 28 11' -5" G 28 28 28 28 19-3" 1 33 33 33 33 9.5 3'4" 10' -11" G 28 28 28 28 10' -11" G 28 28 28 28 18' -11" 1 33 33 33 33 10 3'-6" 10'5" G 28 28 28 28 10'4" G 28 28 28 28 18' -T' 1 34 34 34 34 10.5 3'4" 10' -1" G 28 28 28 28 10' -1" G 28 28 28 28 18'4" 1 34 34 34 34 11 Y -2" 9' -8" G 28 28 28 28 9' 8" G 28 28 28 28 18' -0" J 34 34 1 34 34 11.5 3' -1" 9'-4" G 28 28 28 28 9 -4' G 28 28 28 28 1T -9" J 35 35 W 35 110 MPH EXPOSURE C or 130 MPH EXPOSURES 20 5 T -1" 16'-4" F 29 29 29 29 1&-4" F 29 29 29 29 22' -5" H 32 32 32 32 Structure 5.5 6'5" 15' -2" G 29 29 29 29 15' -2" G 29 29 29 29 21'-8" H 33 33 33 33 MIN 6 5' -11" 14' -2" G 29 29 29 29 14' -2" G 29 29 29 29 21' -1" H 33 33 33 33 CONSTRAINED FOOTERSPACINC 6.5 5' -5" 13'4" G 29 29 29 29 13-4" G 29 29 29 29 29-6" H 34 34 34 34 11' 7 5' -1" 12' -T' G 30 30 30 30 12' -7" G 30 30 30 30 20' -0" 1 34 34 34 34 7.5 4' -9" 11' -11" G 30 30 30 30 11' -11" G 30 30 30 30 19' -7" 1 35 35 35 35 8 4' -5" 11' -3" G 30 30 30 30 11' -3" G 30 30 30 30 19' -2" 1 35 35 35 35 8.5 4' -2" 10' -9" G 30 30 30 30 10' -9" G 30 30 30 30 18' -9" 1 36 36 36 36 9 T -11" 10' -3" G 30 30 30 30 10' -3" G 30 30 30 30 18' -5" 1 36 36 36 36 9.5 T -9" 9-9" G 30 30 30 30 9' -9" G 30 30 30 30 18'4" J 37 37 37 37 10 3' -0" 9'4" G 30 30 30 30 9'4" G 30 30 30 30 17' -9" J 37 37 37 37 10.5 3'4" 9-0" G 30 30 30 30 9' -0" G 30 30 30 30 1 T-6" J 38 38 38 38 11 3' -2" 8' -T' G 30 30 30 30 8' -7" G 30 30 30 30 1 T -2" J 38 38 38 38 11.5 3'-1" 8' -3" G 30 30 30 30 8' -3" G 30 30 30 30 16' -11" K 38 38 1 38 38 12 2' -11" 8' -U' G 30 30 30 30 8' -0" G 30 30 30 30 16' -8" K 39 39 39 1 39 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.14 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.14 115 MPH EXPOSURE B 30 7 "x5.5" Alum I Beam (MU59) unbraced 7 "x55" Alum I Beam (MU59) lat braced 7"x5.5" Alum I Beam (MU73 full splices F Attached Freestanding of 26 Attached Freestanding of F Attached Freestanding of 26 27 Structure Multispan Units 29 Structure Multispan Units 29 Structure Multispan Units GROUND TRIB POST MAX 26 26 MAX POST LENGTH MAX G 26 MAX POST LENGTH MAX 1 26 21'4" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' f 10' ' IT POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 27 (FT) (FT) TYPE d" "d" "d" "d" (FT) TYPE "d" "d" I "d" "d" (FT) TYPE "d" "d" "d" "d„ 31 11' 7 4' -1" 12' -1" (in) (in) (in) (in) 27 27 (in) (in) (in) (in) G 27 (in) I (in) I (in) (in) 115 MPH EXPOSURE B 30 5 5'4" 15'$" F 26 26 26 26 16-8" F 26 26 26 27 22' -0" H 29 29 29 29 Alum 0.040"x3 "x3" Lockseam 5.5 5' -2" 14' -7" G 26 26 26 26 14' -7" G 26 26 26 26 21'4" H 30 30 30 30 8' 6 4'4" 13'-8" G 26 26 26 26 13'-8" G 26 26 26 26 20'-8" H 30 30 30 30 n/a 6.5 4'4" 12'.10" G 27 27 27 27 12' -10" G 27 27 27 1 27 20' -2" 1 31 31 31 31 11' 7 4' -1" 12' -1" G 27 27 27 27 12' -1" G 27 27 27 27 19' -8" 1 31 31 31 31 7.5 3'4" 11' -5" G 27 27 27 27 11' -5" G 27 27 27 27 19'-2" 1 32 32 32 32 8 T -6" 10' -10" G 27 27 27 27 10' -10" G 27 27 27 27 18' -9" 1 32 32 32 32 8.5 3'4" 10' -3" G 27 27 27 27 10' -3" G 27 27 27 27 18' -5" 1 33 33 33 33 9 3-2" 9' -9" G 27 27 27 27 9' -9" G 27 27 27 27 18' -1" J 33 33 33 33 9.5 T -0" 9'4" G 27 27 27 27 9'4" G 27 27 27 27 17'4" J 34 34 34 34 10 2' -10" 6 -11" G 27 27 27 27 8' -11" G 27 27 27 27 17'-5" J 34 34 34 34 10.5 2'-8" 1 8' -7" G 27 27 27 1 27 8' -7" G 27 27 27 27 1 T -2" I J 34 34 34 34 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 5 51-8" 14' -5" G 28 28 28 28 14' -5" G 28 28 28 29 21' -2" H 32 32 32 32 Alum 0.040"x3 "x3" Lockseam 5.5 5' -2" 13'4" G 29 29 29 29 13'-4" F 29 29 29 29 20'5" H 33 33 33 33 8' 6 4'4- 12'-6" G 29 29 29 29 12'-6" G 29 29 29 29 19' -11" 1 34 34 34 34 n/a 6.5 4'4" 11' -8" G 29 29 29 29 11'-8" G 29 29 29 29 19'4" 1 34 34 34 34 11' 7 4' -1" 11' -0" G 29 29 29 29 11' -0" G 29 29 29 29 18' -11" 1 35 35 35 35 7.5 T -9" 10' -5" G 29 29 29 29 10' -5" G 29 29 29 29 18'4" 1 35 35 35 35 8 3'-6" 9-10" G 29 29 29 29 9' -10" G 29 29 29 29 18'-1" J 36 36 36 36 8.5 3'4" 9'-4" G 29 29 29 29 9'-4" G 29 29 29 29 17' -9" J 36 36 36 36 9 T -2" 8' -11" G 30 30 30 30 8' -11" G 30 30 30 30 17' -5" J 37 37 37 37 OVER- Post Description Max H t POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll HANG B Muloo 0.024 "x3 "x3" Post w/ Side tat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040"x3 "x3" Lockseam 11' (FT) 6' 7' 8' 9' 10' 11' 12 13' 14' 15' 16' 1T 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 45 5' 5.5' 6' 6.6 T 7.6 8' 8.5' 9 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' S' 55 6 6.5' 7' 7.5' 8' 85 9' 95 10' 10.5' 11' 11.5' 2' n/a n/a n/a 5.5' 6 6.5' T 75 v 8.5' 9' 9.5' 10' 10.5' 11' 115 12' 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' Na n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 11.5' 12' 12.5' 13' TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side tat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040"x3 "x3" Lockseam 11' E Imun Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K Mu5o 3/16 "x3 "x3" Steel Square 12' 1 L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.14 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F IMU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E IMU50 3/16 "x3 "x3" Steel Square d= 32" 10' G IMU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3116 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Squar( d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square d= 47" 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.14 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 62 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnarnRcomcast.net -EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.15 10 "x5.5" Alum I Beam (MU60) unbraced 10 "x5.5" Alum I Beam (MU60 ) lat braced 10 "x5.5" Alum I Beam l MU76 full splices 32 Attached Freestanding of 36'-8" Attached Freestanding of 34 Attached Freestanding of 39' -10" H Structure Multispan Units 35 Structure Multispan Units 5.5 Structure Multispan Units GROUND TRIB POST MAX 34 34' -10" MAX POST LENGTH MAX 34 34 MAX POST LENGTH MAX H 35 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 34 (FT) (FT) TYPE "d" "d" I "d" I "id (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 7 9'-8" 27'-6" H 34 (in) (in) (in) (in) 34 30' -11" (in) (in) (in) (in) 35 35 (in) (in) (in) (in) 1U MPH EXPOSURE B 10 5 13' -T' 31' -10" G 32 32 33 35 36'-8" H 34 34 34 36 39' -10" H 34 34 35 37 LIVE 5.5 12'4" 30'-6" H 33 33 33 34 34' -10" H 34 34 34 36 38' -7" H 35 35 35 36 LOAD 6 11' -4" 29'4" H 33 33 33 34 33'-4" H 34 34 34 35 37' -5" 1 36 36 36 36 ONLY 6.5 10' -5" 28' -4" H 34 34 34 34 32' -0" H 35 35 35 35 36' -6" 1 37 37 37 37 7 9'-8" 27'-6" H 34 34 34 34 30' -11" H 35 35 35 35 35' -7" 1 37 37 37 37 7.5 9' -1" 26' -9" H 35 35 35 35 29' -11" 1 36 36 36 36 34' -9" 1 38 38 38 38 8 8'-6" 26' -2" H 35 35 35 35 29' -1" 1 36 36 36 36 34' -0" 1 38 38 38 38 8.5 8' -0" 25' -T' H 35 35 35 35 28'4" 1 37 37 37 37 33'-4" J 39 39 39 39 9 T -6" 25' -1" 1 36 36 36 36 27'-8" 1 37 37 37 37 32' -9" J 39 39 39 39 9.5 T -2" 24' -T' 1 36 36 36 36 27' -0" 1 37 37 37 37 32' -2" J 40 40 40 40 10 6' -9" 24' -2" 1 37 37 37 37 26-1" 1 38 38 38 38 31' -T' J 40 40 40 40 10.5 6' -5" 23' -9" 1 37 37 37 37 25' -0" 1 38 38 38 38 31' -1" K 41 41 41 41 11 6-2" 23' -5" 1 38 38 38 38 23' -11" 1 38 38 38 38 30' -7" K 41 41 41 41 11.5 5' -1 V 23' -0" 1 38 38 38 38 23' -0" 1 38 38 38 38 30' -2" K 41 41 41 41 12 5' -8" 22' -2" 1 38 38 38 38 22' -2" 1 38 38 38 38 29'4" K 42 42 42 42 13 6 -2" 20' -7" 1 38 38 38 38 20' -7" 1 38 38 38 38 1 28' -11" K 43 43 43 43 14 4' -10" 19' -3" 1 38 38 38 38 19' -3" 1 38 38 38 38 26' -7" K 42 42 42 42 15 1 4'-6" 18' -0" 1 I 1 38 1 38 1 38 38 18' -0" 1 38 38 38 38 25' -11" L 43 43 43 43 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 28' -9" H 35 35 35 37 34'-4" H 37 37 37 39 3T -1" H 38 38 38 39 LIVE 5.5 12'-4" 27'-6" H 35 35 35 37 32' -7" H 37 37 37 38 36 -10" 1 39 39 39 39 LOAD 6 11'4" 26'-6" H 36 36 36 36 31' -2" 1 38 38 38 38 34' -9" 1 39 39 39 39 ONLY 6.5 10' -5" 25'-8" H 37 37 37 37 30' -0" 1 38 38 38 38 33' -10" 1 40 40 40 40 7 91-8" 24' -11" H 37 37 37 37 28' -11" 1 39 39 39 39 33' -0" 1 41 41 41 41 7.5 9' -1" 24'4" H 38 38 38 38 28' -0" 1 39 39 39 39 32' -3" J 41 41 41 41 8 8'-6" 23' -9" 1 38 38 38 38 27' -3" 1 40 40 40 40 31' -7" J 42 42 42 42 8.5 8'-0" 23' -3" 1 39 39 39 39 26'-6" 1 40 40 40 40 30' -11" J 43 43 43 43 9 7'-6" 22' -9" 1 39 39 39 39 25' -1" 1 40 40 40 40 39-4" K 43 43 43 43 9.5 T -2" 22' -0" 1 40 40 40 40 23' -W' 1 40 40 40 40 29-10" K 44 44 44 44 10 6-9" 22' -0" 1 40 40 40 40 27 -9" 1 41 41 41 41 29'4" K 44 44 44 44 10.5 6' -5" 21'-8" 1 40 40 40 40 21' -9" 1 41 41 41 41 28' -10" K 45 45 45 45 11 6-2" 20' -9" 1 41 41 41 41 20' -9" 1 41 41 41 41 28' -5" K 45 45 45 45 11.5 5' -11" 19' -11" 1 41 41 41 41 19' -11" 1 41 41 41 41 29-9' K 45 45 45 45 12 5'-8" 19' -2" 1 41 41 41 41 19' -2" 1 41 41 41 41 27' -T' L 46 46 46 46 13 6 -2" 1T -9" 1 41 41 41 41 1T -9" 1 41 41 41 41 26-11" L 47 47 47 47 14 4' -10" 16' -0" 1 41 41 41 41 16-6" 1 41 41 41 41 24' -10" L 47 47 47 47 15 1 4-6" 1 15'-6" 1 J 1 41 1 41 1 41 1 41 1 16-6" 1 J 1 41 1 41 1 41 1 41 11 24'4" 1 L 1 47 1 47 1 47 1 47 115 MPH EXPOSURE B 10 5 13' -T' 31' -0" G 33 33 34 35 35' -11" H 34 34 35 37 39' -0" H 35 35 36 37 LIVE 5.5 17-4" 27-8" H 33 33 33 35 34' -1" H 35 35 35 36 3T -9" H 36 36 36 37 LOAD 6 111-4" 28' -7" H 34 34 34 35 32'-8" H 35 35 35 36 36'-8" 1 37 37 37 37 ONLY 6.5 10' -5" 2T -7" H 34 34 34 34 31' -5" H 36 36 36 36 35' -9" 1 37 37 37 37 7 9' -8" 26-10" H 35 35 35 35 30'-4" H 36 36 36 36 34' -10" 1 38 38 38 38 7.5 9' -1" 26' -1" H 35 35 35 35 29-4" 1 37 37 37 37 34' -1" 1 39 39 39 39 8 8'-6" 25'-6" H 36 36 36 36 28' -6" 1 37 37 37 37 33'-4" J 39 39 39 39 8.5 W-91 24' -11" H 36 36 36 36 27' -9" 1 38 38 38 38 32'-8" J 40 40 40 40 9 7' -6" 24' -5" 1 37 37 37 37 27' -1" 1 38 38 38 38 32' -1" J 40 40 40 40 9.5 T -2" 24' -0" 1 37 37 37 37 26' -3" 1 38 38 38 38 31'-6" J 41 41 41 41 10 6-9" 23' -7" 1 38 38 38 38 25' -1" 1 38 38 38 38 30' -11" K 41 41 41 41 10.5 6' -5" 23' -2" 1 38 38 38 38 23' -11" 1 38 38 38 38 30'5" K 42 42 42 42 11 6' -2" 22' -10" 1 38 38 38 38 22' -11" 1 38 38 38 38 30' -0" K 42 42 42 42 11.5 5' -11" 22' -0" 1 39 39 39 39 22' -0" 1 39 39 39 39 29'-6" K 42 42 42 42 12 5'-8" 21' -2" 1 39 39 39 39 21' -2" 1 39 39 39 39 29' -1" K 43 43 43 43 13 6 -2" 191-8" 1 39 39 39 39 19'-8" 1 39 39 39 39 28'-4" K 44 44 44 44 14 4' -10" 18' -4" 1 39 39 39 39 18'-4" 1 39 39 39 39 26'4' K 43 43 43 43 15 4'-6" 1 17' -3" 1 I 1 39 1 39 1 39 1 39 11 1T-T' I I 1 39 1 39 1 39 1 39 11 25 %6' 1 L 1 44 1 44 1 44 44 115 MPH EXPOSURE B 20 10 "x5.5" Alum I Beam (MU60) unbraced 10 "x5.5" Alum I Beam (MU60 )lat braced 10 "x5.5" Alum I Beam (MU76) full splices 1 Attached Freestanding of 34 Attached Freestanding of 1 Attached Freestanding of 34 36 Structure Multispan Units 34 Structure Multispan Units 36 Structure Multispan Units GROUND TRIB POST MAX 33 33 MAX POST LENGTH MAX 1 33 MAX POST LENGTH MAX 35 33' -5" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FDOTEF 8' I 10' I 12' POST MIN FOOTS 8' ' 10' ' 12' POST MIN FOOTEF 8' I 10' ( 12' LOAD (FT) ON SLAE3 SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 34 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d "d" "d" (FT) TYPE "d" "d" "d" I "d" 36 7 5' -1" 26' -10" (in) (in) (in) (in) 35 35 (in) (in) (in) (in) J 35 (in) (in) (in) (in) 115 MPH EXPOSURE B 20 5 T -1" 31' -0" 1 33 33 34 35 31' -10" 1 33 33 34 36 34'-6" 1 34 34 35 36 5.5 6' -5" 29'-8" 1 33 33 33 35 30' -2" 1 33 33 34 35 33' -5" 1 35 35 35 36 6 5' -11" 28' -7" 1 34 34 34 35 28' -11" 1 34 34 34 35 32'-6" J 35 35 35 36 6.5 5' -5" 27' -7" 1 34 34 34 34 27' -9" 1 34 34 34 35 31'-8" J 36 36 36 36 7 5' -1" 26' -10" J 35 35 35 35 26' -10" J 35 35 35 35 30' -10" K 37 37 37 37 7.5 4' -9" 25'-6" J 35 35 35 35 25' -0" J 35 35 35 35 30' -2" K 37 37 37 37 8 4' -5" 23' -11" J 35 35 35 35 23' -11" J 35 35 35 35 29'-6" K 38 38 38 38 8.5 4' -2" 22' -7" J 35 35 35 35 22' -T' J 35 35 35 35 28' -11" K 38 38 38 38 9 T -11" 21'-4" J 35 35 35 35 21'4" J 35 35 35 35 28'-4" K 39 39 39 39 9.5 T -9" 20' -3" J 35 35 35 35 20' -3" J 35 35 35 35 27' -10" L 39 39 39 39 10 3'-6" 19' -3" J 35 35 35 35 19-3" J 35 35 35 35 2T -5" L 40 40 40 40 10.5 3'-4" 164" J 35 35 35 35 18'4" J 35 35 35 35 26' -11" L 40 40 40 40 11 1 3' -2" 1T-6" I J 35 35 35 35 1T-6" J 35 35 35 35 26-6" L 40 40 40 40 11.5 3' -1" 16' -9" J 1 35 1 35 1 35 35 16' -9" J 1 35 1 35 1 35 1 35 11 26' -2" 1 L 1 41 1 41 1 41 1 41 115 MPH EXPOSURE C or 130 MPH EXPOSIIRF R 20 5 T -1" 28' -0" 1 36 36 36 38 30' -5" 1 37 37 37 38 33' -0" J 38 38 38 39 5.5 6' -5" 26' -10" 1 36 36 36 37 28' -11" 1 37 37 37 38 32' -0" J 38 38 38 39 6 5' -11" 25' -10" 1 37 37 37 37 27' -8" J 38 38 38 38 31' -1" J 39 39 39 39 6.5 5' -5" 25' -0" 1 37 37 37 37 26' -7" J 38 38 38 38 30' -3" K 40 40 40 40 7 5' -1" 24' -4" J 38 38 38 38 24' -11" J 38 38 38 38 29'-6" K 40 40 40 40 7.5 4' -9" 23' -3" J 38 38 38 38 23' -3" J 38 38 38 38 28' -10" K 41 41 41 41 8 4' -5" 21' -9" J 38 38 38 38 21' -9" J 38 38 38 38 28' -3" K 42 42 42 42 8.5 4' -2" 20' -5" J 38 38 38 38 20' -5" J 38 38 38 38 2T-8" L 42 42 42 42 9 T -11" 19' -3" J 38 38 38 38 19' -3" J 38 38 38 38 27' -2" L 43 43 43 43 9.5 3' -9" 18' -3" J 38 38 38 38 18' -3" J 38 38 38 38 26'-8" L 43 43 43 43 10 3-6" IT-4" J 38 38 38 38 1T-4" J 38 38 38 38 26' -2" L 44 44 44 44 10.5 3'4" 16' -0" J 38 38 38 38 16' -0" J 38 38 38 38 25' -9" L 44 44 44 44 11 3' -2" 15' -9" J 38 38 38 38 16-9" J 38 38 38 38 25' -5" L 45 45 45 45 11.5 1 3-1" 1 15' -1" 1 J 1 38 1 38 1 38 1 38 2=1 J 1 38 38 1 38 1 38 11 25' -0" 1 L 1 45 45 1 45 1 45 I lb MPH EXPOSURE 8 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 63 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.1 10"x5.5" Alum I Beam (MU60) unbraced 1 O "x5.5" Alum I Beam (MU60) lat braced 10 "x5.5" Alum I Beam (MU76) full splices 36 Attached Freestanding of 38 Attached Freestanding of 38 Attached Freestanding of 39 35' -11" Structure Multispan Units 39 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 36 37 MAX POST LENGTH MAX 38 38 MAX POST LENGTH MAX 34' -9" 1 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' ( 12' POST MIN FOOTER 8' ' 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 37 (FT) (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11' 7 9'-8" 24'4" H (in) (in) (in) (in) 38 38 (in) (in) (in) (in) 40 40 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 28' -0" H 36 36 36 38 33-9" H 38 38 38 39 35' -11" 1 39 39 39 40 LIVE 5.5 12'-4" 26-10" H 36 36 36 37 32' -1" 1 38 38 38 39 34' -9" 1 39 39 39 40 LOAD 6 11'-4" 25' -10" H 37 37 37 37 30'-8" 1 39 39 39 39 33' -8" 1 40 40 40 40 ONLY 6.5 10' -5" 25' -0" H 37 37 37 37 29'-6" 1 39 39 39 39 32' -10" 1 41 41 41 41 11' 7 9'-8" 24'4" H 38 38 38 38 28' -5" 1 40 40 40 40 32' -0" J 42 42 42 42 7.5 9' -1" 23'4" 1 38 38 38 38 2T -7" 1 40 40 40 40 31' -3" J 42 42 42 42 8 8'S" 23' -2" 1 39 39 39 39 26' -9" 1 41 41 41 41 30' -7" J 43 43 43 43 8.5 8' -0" 22'-8" 1 40 40 40 40 25' -7" 1 41 41 41 41 30' -0" K 43 43 43 43 9 T-6" 22' -3" 1 40 40 40 40 24' -3" 1 41 41 41 41 29' -5" K 44 44 44 44 9.5 T -2" 21' -10" 1 40 40 40 40 23' -0" 1 41 41 41 41 28' -11" K 44 44 44 44 10 V -9" 21' -5" 1 41 41 41 41 21' -11" 1 41 41 41 41 28' -5" K 45 45 45 45 10.5 6' -5" 20' -11" 1 41 41 41 41 20' -11" 1 41 41 41 41 28' -0" K 45 45 45 45 11 6-2" 20' -0" J 41 41 41 41 20' -0" J 41 41 41 41 27' -T' K 46 46 46 46 11.5 5-11" 19' -2" J 41 41 41 41 19-2" J 41 41 41 41 2T -2" L 46 46 46 46 12 5'-8" 18' -5" J 41 41 41 41 18' -5" J 41 41 41 41 26-10" L 47 47 47 47 13 1 5' -2" 1 17' -1" 1 J 1 41 1 41 1 41 1 41 11 1T -1" I J 1 41 1 41 1 41 1 41 11 26' -1" 1 L 1 48 1 48 1 48 1 48 110 MPH EXPOSURE B 20 5 T -1" 31' -10" 1 32 32 33 35 32' -3" 1 32 32 33 35 35'4" 1 33 33 34 36 Structure 5.5 6' -5" 30'-6" 1 33 33 33 34 30'-8" 1 33 33 33 34 33' -11" 1 34 34 34 35 MIN 6 S -11" 29' -3" 1 33 33 33 34 29' -3" 1 33 33 33 34 32' -11" J 34 34 34 35 CONSTRAINED FOOTERSPACINC 6.5 5' -5" 28' -2" 1 33 33 33 34 28' -2" 1 33 33 33 34 32' -1" J 35 35 35 35 11' 7 5' -1" 27' -2" 1 34 34 34 34 2T -2" 1 34 34 34 34 31' -3" J 36 36 36 36 7.5 4' -9" 26'4' J 34 34 34 34 26'4" J 34 34 34 34 30' -7" K 36 36 36 36 8 4' -5" 24'x" J 34 34 34 34 24'-8" J 34 34 34 34 29' -11" K 37 37 37 37 8.5 4' -2" 23' -3" J 34 34 34 34 23' -3" J 34 34 34 34 29'4" K 37 37 37 37 9 T -11" 22' -0" J 34 34 34 34 22' -0" J 34 34 34 34 28' -9" K 38 38 38 38 9.5 T -9" 20' -10" J 34 34 34 34 20' -10" J 34 34 34 34 28'4" K 38 38 38 38 10 3-6" 19' -10" J 34 34 34 34 19-10" J 34 34 34 34 2T -9" L 38 38 38 38 10.5 3'4" 18' -11" J 34 34 34 34 18' -11" J 34 34 34 34 2T-4" L 39 39 39 39 11 3-2" 18' -1" J 34 34 34 34 18' -1" J 34 34 34 34 26-11" L 39 39 39 39 11.5 1 3' -1" 1 1T4" J 1 34 34 1 34 34 1 1T -4" J 1 34 1 34 1 34 1 34 11 26-6" 1 L 1 40 40 1 40 40 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 T -1" 28' -9" 1 35 35 35 37 30' -9" 1 36 36 36 38 33' -5" 1 37 37 37 38 Structure 5.5 6' -5" 27'-6" 1 35 35 35 37 29' -3" 1 36 36 36 37 32' -5" J 37 37 37 38 MIN 6 5' -11" 26'-6" 1 36. 36 36 36 28' 4" 1 37 37 37 37 31'5" J 38 38 38 38 CONSTRAINED FOOTERSPACINC 6.5 V -5" 25'$" 1 37 37 37 37 26-11" J 37 37 37 37 30' -7" K 39 39 39 39 11' 7 5' -1" 24' -11" J 37 37 37 37 25' -7" J 37 37 37 37 29' -10" K 39 39 39 39 7.5 4' -9" 23-10" J 37 37 37 37 23' -10" J 37 37 37 37 29' -2" K 40 40 40 40 8 4` -5" 224" J 37 37 37 37 22'4" J 37 37 37 37 28' -7" K 41 41 41 41 8.5 4' -T' 21'-0" J 37 37 37 37 21' -0" J 37 37 37 37 2&-U' L 41 41 41 41 9 T -11" 19-19, J 37 37 37 37 19-10" J 37 37 37 37 2T-6" L 42 42 42 42 9.5 T -9" 18' -9" J 37 37 37 37 18' -9" J 37 37 37 37 2T -0" L 42 42 42 42 10 Y-6" 1T -10" J 37 37 37 37 1T -10" J 37 37 37 37 26-6" L 43 43 43 43 10.5 3' 4" 1T -0" J 37 37 37 37 1T -0" J 37 37 37 37 29-1" L 43 43 43 43 11 3' -2" 16' -2" J 37 37 37 37 16' -2" J 37 37 37 37 25' -8" L 44 44 11.5 3' -1" 15'5" J 37 37 37 37 16-6" J 37 37 37 37 25'4" L il� 44 44 12 2' -11" 14' -10" J 37 37 37 37 14' -10" J 37 37 37 37 24' -11" L 44 44 GENERA L INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.15 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.15 115 MPH EXPOSURE B 30 10"x5.5" Alum I Beam (MU60) unbraced 10 "x5.5" Alum I Beam (MU60) lat braced 10 "x5.5" Alum I Beam (MU76) full splices 1 Attached Freestanding of 34 Attached Freestanding of 1 Attached Freestanding of 34 35 Structure Multispan Units 33 Structure Multis an Units 36 Structure Multispan Units GROUND TRIB POST MAX 33 33 MAX POST LENGTH MAX 1 33 MAX POST LENGTH 11 MAX 35 31' -10" MAX POST LENGTH SNOW WIDTH SPACINE POST MIN FOOTS 8' I 10' 1 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ONSLABSPACINE 34 POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 34 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" d" I "d" I (FT) TYPE "d" "d" I "d" I "d" 35 11' 7 4' -1" 24' -7" (in) I (in) (in) (in) 34 34 (in) (in) (in) (in) J 34 (in) I (in) (in) (in) 115 MPH EXPOSURE B 30 5 6 -8" 30'4" 1 32 32 34 35 30' -3" 1 32 32 34 35 32' -10" J 33 33 34 36 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 28'4" 1 33 33 33 35 28'4" 1 33 33 33 35 31' -10" J 34 34 34 36 6 6 4' -9" 27'-6" J 33 33 33 34 27'-6" J 33 33 33 34 30' -11" J 35 35 35 35 n/a 6.5 4'4" 26' -5" J 34 34 34 34 26' -5" J 34 34 34 34 30' -1" K 35 35 35 35 11' 7 4' -1" 24' -7" J 34 34 34 34 24' -7" J 34 34 34 34 29'4" K 36 36 36 36 7.5 3' -9" 22' -11" J 34 34 34 34 22' -11" J 34 34 34 34 28'-8" K 36 36 36 36 8 3'S" 21'-6" J 34 34 34 34 21'5" J 34 34 34 34 28' -1" K 37 37 37 37 8.5 3'-4" 20' -2" J 34 34 34 34 20' -2" J 34 34 34 34 2T-6" L 37 37 37 37 9 T -2" 19' 4" J 34 34 34 34 19' -0" J 34 34 34 34 27' -0" L 38 38 38 38 9.5 S-O" 18' -0" J 34 34 34 34 18' -0" J 34 34 34 34 26'-6" L 38 38 38 38 10 2' -10" 1T -1" J 34 34 34 34 1T -1" J 34 34 34 34 26-1" L 39 39 39 39 10.5 2'-8" 1 16-3" J 34 34 34 1 34 16' -3" J 34 1 34 34 34 25' -7" L 39 39 39 39 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 5 5'-8" 28' -0" 1 36 36 36 38 29' -1" J 36 36 36 38 31' -7" J 37 37 37 39 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 26' -10" J 36 36 36 37 27'-8" 1 37 37 37 38 30' -7" K 38 38 38 38 6 6 4' -9" 25' -10" J 37 37 37 37 26' -5" J 37 37 37 37 29'4- K 39 39 39 39 n/a 6.5 4'-4" 24'4" J 37 37 37 37 24' -6" J 37 37 37 37 28' -11" K 39 39 39 39 11' 7 4' -1" 22'-8" J 37 37 37 37 22'-8" J 37 37 37 37 28' -3" K 40 40 40 40 7.5 T.9" 21' -1" J 37 37 37 37 21' -1" J 37 37 37 37 27' -7" L 40 40 40 40 8 3'-6" 19'-8" J 37 37 37 37 19-8" J 37 37 37 37 27' -0" L 41 41 41 47 8.5 3'4" 18'-6" J 37 37 37 37 18'-6" J 37 37 37 37 26' -5" L 42 42 42 42 9 1 T -2" 1 17' -5" 1 J 1 37 1 37 1 37 1 37 11 17'2" J 37 37 37 37 25' -11" L 42 42 42 42 OVER- Post Description Max H t POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll HANG B MU100 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' T 8' 9 10' 11' 12' 13' 14' 15' 16' IT 18' 19' 20' 21' 22' 0' S 3.5' 4' 4.5' 5' 5.5' 6 63 T 7.5' 6 85 9 9.6 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.6 T 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a Na n/a n/a n/a n/a n/a n/a n/a n/a 10.5' 11' 115 12' 12.5' 13' TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9 B MU100 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' E Mu89 Alum 0.055 "x3 "x3" Fluted 12' F Muss Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 1 12' J MU89 Alum 0.120 "x4 "x4" Squarf 1 12' 1 K IMU50 14' 3/16 "x3 "x3" Steel SquarE 1 12' 1 L IMU93 d= 38" 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.15 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 26' 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "0" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Squar( d= 42" 14' K MU93 3/16 "x6 "x6" Steel Squart d= 47" 15' 1 L IMU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.15 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9-10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 64 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart putnam0comcast.net EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.1i 16 Gauge 3x8 Steel C MU78 14 Gauge 3x8 Steel C MU78 12 Gauge 3x8 Steel C MU78 25 Attached Freestanding of 17' -10" Attached Freestanding of 26 Attached Freestanding of 24' -4" F Structure Multispan Units 30 Structure Multispan Units 5.5 Structure Multispan Units GROUND TRIB POST MAX MAX 16' -9" MAX POST LENGTH 27 27 29 MAX POST LENGTH MAX F 30 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' 1 12' I 15' 25 25 OOTER 8' I 12' I 15' POST MI N FOOTER 8' I 12' I 16 LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS MPOSTMIN ONLY SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSF) (PSF) (FT) (FT) TYPE "d" "d" "d" "d" "d" "d" "d" 21' -5" "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 7 9' -8" 11' -9" E 26 (in) (in) (in) (in) (in) (in) (in) 14' -3" (in) (in) (in) (in) 27 28 (in) (in) (in) (in) 110 MPH EXPOSURE B 10 5 13' -T' 15' -0" E 25 25 28 Attached 17' -10" F 26 26 29 Attached 24' -4" F 29 29 30 31 LIVE 5.5 12'-4" 14' -0" E 25 25 28 MAX 16' -9" F 27 27 29 29 23' -7" F 30 30 30 SNOW LOAD 6 11'-4" 13' -2" E 25 25 27 FOOTS 15' -10" F 27 27 28 LOAD 22' -6" F 30 30 30 CONSTRAINED FOOTER ONLY 6.5 10' -5" 12' -5" E 26 26 27 (PSF) 15' -0" F 27 27 28 "d" "d" "d" 21' -5" G 31 31 31 TYPE "d" 7 9' -8" 11' -9" E 26 26 27 (in) (in) (in) 14' -3" F 27 27 28 - 20'-6" G 31 31 31 30 7.5 9'-1" 11' -0" E 26 26 26 26 13' -7" F 28 28 28 28 19' -8" G 31 31 31 29 8 8'-6" 10' -3" E 26 26 26 26 13' -0" F 28 28 28 28 18' -10" G 31 31 31 30 8.5 8' -0" 9'-8" E 26 26 26 26 12' -5" F 28 28 28 27 18' -2" G 32 32 32 30 9 7'-6" 9' -2" E 26 26 26 25 11' -11" F 28 28 28 27 1T-6" G 32 32 32 30 9.5 T -2" 8'-8" E 26 26 26 25 11' -6" F 28 28 28 27 16' -11" G 32 32 32 30 10 6' -9" 8' -3" E 26 26 26 25 11' -1" F 28 28 28 26 16' -5" G 32 32 32 30 10.5 6' -5" T -10" E 26 26 26 25 10' -7" F 28 28 28 26 15' -11" H 33 33 33 31 11 6' -2" T -6" E 26 26 26 25 10' -2" F 28 28 28 26 15' -5" H 33 33 33 31 11.5 5' -11" 7' -2" E 26 26 26 24 91-8" F 28 28 28 26 16 -0" H 33 33 33 31 12 5'-8" 6' -11" E 26 26 26 9'-4" F 28 28 28 14' -T' H 33 33 33 13 6 -2" 6'-4" E 26 26 26 8' -7" F 28 28 28 13' -10" H 33 33 33 14 4' -10" 5' -11" E 26 26 26 8' -0" F 28 28 28 13' -2" H 34 34 34 15 4' -6" 5' -6" E 26 26 26 T-6" F 28 1 28 28 12' -T' I H 34 1 34 34 110 MPH EXPOSI IRF C or 130 MPH FXPOSI IRF R 10 5 13' -T' 12' -11" E 27 27 30 Attached 15' -6" F 28 28 31 Attached 22' -1" F 32 32 32 31 LIVE 5.5 12'-4" 12' -1" E 27 27 29 MAX 14'-6" F 29 29 30 29 20' -10" G 32 32 32 SNOW LOAD 6 11'-4" 11' -1" E 27 27 29 FOOTS 13'-8" F 29 29 30 LOAD 19' -9" G 33 33 33 CONSTRAINED FOOTER ONLY 6.5 10' -5" 10' -3" E 27 27 28 (PSF) 12' -11" F 29 29 30 "d" "d" "d" 18' -10" G 33 33 33 TYPE "d" 7 9'-8" 9'-6" E 27 27 28 (in) (in) (in) 12' -3" F 29 29 29 - 18' -0" G 33 33 33 30 7.5 9' -1" 8' -11" E 27 27 27 26 11'-8" F 29 29 29 28 1T -3" G 34 34 34 29 8 8'-6" 641, E 27 27 27 26 1 f -2" F 30 30 30 28 16'-6" G 34 34 34 30 8.5 8' -0" 7' -10" E 27 27 27 26 10' -7" F 30 30 30 27 15' -11" G 34 34 34 30 9 T -0" T -5" E 27 27 27 25 10' -0" F 30 30 30 27 15'-4" G 34 34 34 30 9.5 T -2" T -1" E 27 27 27 25 9'-6" F 30 30 30 27 14' -10" H 35 35 35 30 10 6' -9" 6' -8" E 27 27 27 25 9' -0" F 30 30 30 26 14'-4" H 35 35 35 30 10.5 6' -5" 6' -5" E 27 27 27 25 8' -T' F 30 30 30 26 13' -10" H 35 35 35 31 11 6' -2" 6' -1" E 27 27 27 25 8' -3" F 30 30 30 26 13' -5" H 35 35 35 31 11.5 5' -11" 5' -10" E 27 27 27 24 T -10" F 30 30 30 26 13' -1" H 35 35 35 31 12 5' -8" 5' -T' E 27 27 27 T -7" F 30 30 30 12' -8" H 35 35 35 13 5' -2" 6 -2" E 27 27 27 T -0" F 30 30 30 12' -0" H 36 36 36 14 4' -10" 4' -9" E 27 27 27 6' -0" F 30 30 30 11' -5" H 36 36 36 15 4'-6" 4'-6" E 27 27 27 6' -1" F 30 30 30 1 10' -11" 1 H 1 36 1 36 36 115 MPH EXPOSURE R 10 5 13' -T' 14' -5" E 25 26 28 Attached 1 T -3" F 27 27 30 Attached 23' -10" F 30 30 31 31 LIVE 5.5 12'-4" 13'-6" E 26 26 28 MAX 16' -2" F 27 27 29 29 22' -10" F 31 31 31 SNOW LOAD 6 11'-4" 12'$" E 26 26 28 FOOTS 15' -3" F 27 27 29 LOAD 21' -9" F 31 31 31 CONSTRAINED FOOTER ONLY 6.5 10' -5" 11' -11" E 26 26 27 (PSF) 14' -5" F 28 28 28 "d" "d" "d" 20' -8" G 31 31 31 TYPE "d" 7 9'-8" 11' -1" E 26 26 27 (in) (in) (in) 13'$" F 28 28 28 - 19' -9" G 31 31 31 30 7.5 9' -1" 10'-4" E 26 26 27 26 13' -1" F 28 28 28 28 19' -0" G 32 32 32 29 8 8'-6" 9' -9" E 26 26 26 26 12' -6" F 28 28 28 28 18' -3" G 32 32 32 30 8.5 8' -0" 9' -2" E 26 26 26 26 11' -11" F 28 28 28 27 1T-6" G 32 32 32 30 9 7'-6" 8'-8" E 26 26 26 25 11' -5" F 29 29 29 27 16' -11" G 33 33 33 30 9.5 7' -2" 8' -3" E 26 26 26 25 11' -0" F 29 29 29 27 16' -0" G 33 33 33 30 10 6' -9" T -10" E 26 26 26 25 10' -6" F 29 29 29 26 15' -10" G 33 33 33 30 10.5 6' -5" 7' -5" E 26 26 26 25 10' -0" F 29 29 29 26 15'-4" H 33 33 33 31 11 6' -2" T -1" E 26 26 26 25 9' -7" F 29 29 29 26 14' -11" H 33 33 33 31 11.5 5' -11" 6' -10" E 26 26 26 24 9' -2" F 29 29 29 26 14' -5" H 33 33 33 31 12 5'-8" 6' -6" E 26 26 26 8' -10" F 29 29 29 14' -1" H 34 34 34 13 5' -2" 6' -0" E 26 26 26 8' -1" F 29 29 29 13'-4" H 34 34 34 14 4' -10" 5' -T' E 26 26 26 7' -7" F 29 29 29 12' -8" H 34 34 34 15 4'-6" 5' -3" E 26 26 26 7' -1" F 29 29 29 12' -1" 1 H 1 34 34 34 115 MPH EXPOSURE B 20 16 Gauge 3x8 Steel C MU78 14 Gauge 3x8 Steel C MU78 12 Gauge 3x8 Steel C MU78 27 Attached Freestanding of F Attached Freestanding of 28 Attached Freestanding of G 28 Structure Multispan Units 31 Structure Multispan Units 11 6' -5" Structure Multispan Units GROUND TRIB POST MAX 12'-6" F MAX POST LENGTH MAX 28 29 MAX POST LENGTH MAX 28 28 MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINE POST SIZE CONSTRAINED FOOTERSPACINC E POST SIZE CONSTRAINED FOOTEF (PSF) 11' -1" (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 29 TYPE "d" "d" "d" "d" 5' -1" T -9" E 23 23 (in) (in) (in) (in) 10' -5" F (in) (in) (in) (in) Li - (in) (in) (in) (in) 115 MPH EXPOSURE B 20 5 T -1" 10' -9" E 23 24 27 28 13' -5" F 25 25 28 30 19' -5" G 28 28 29 31 5.5 6' -5" 9' -10" E 23 23 26 28 12'-6" F 25 25 28 29 18'4" G 28 28 29 31 6 5' -11" 9' -0" E 23 23 26 27 11' -9" F 25 25 27 29 17'-4" G 29 29 29 30 6.5 5' -5" 8' -4" E 23 23 25 27 11' -1" F 25 25 27 29 16' -6" G 29 29 29 30 7 5' -1" T -9" E 23 23 25 27 10' -5" F 25 25 27 28 15' -8" G 29 29 29 30 7.5 4' -9" T -2" E 23 23 25 26 9' -9" F 25 25 26 28 15' -0" H 29 29 29 29 8 4' -5" 6' -9" E 23 23 24 26 9' -2" F 25 25 26 28 14' -5" H 30 30 30 30 8.5 4' -2" 6'4" E 23 23 24 26 8' -T' F 25 25 26 27 13' -10" H 30 30 30 30 9 3' -11" 6' -0" E 23 23 24 25 8' -1" F 25 25 25 27 13'-4" H 30 30 30 30 9.5 3' -9" 5' -8" E 23 23 24 25 T -8" F 25 25 25 27 12' -10" H 30 30 30 30 10 3-6" 5' -5" E 23 23 23 25 7'-4" F 25 25 25 26 12' -5" H 30 30 30 30 10.5 34" 5' -2" E 23 23 23 25 T-O" F 25 25 25 26 12' -0" H 31 31 31 31 11 3' -2" 4' -11" E 23 1 23 23 25 6'-8" F 26 26 26 26 11'-8" H 31 31 31 31 11.5 3' -1" 4' -9" E 23 23 1 23 24 6' 4" F 26 26 26 26 11'-4" H 31 31 31 31 7 75 MPH EXPUSURE C or 130 MPH EXPOSURE B 20 5 7' -1" 9'-8" E 25 25 28 30 12' -5" F 27 27 30 32 18' -2" G 31 31 31 33 5.5 6' -5" 8' -10" E 25 25 28 30 11' -7" F 27 27 30 31 17' -1" G 31 31 31 33 6 5' -11" 8' -1" E 25 25 27 29 10' -10" F 28 28 29 31 16' -2" G 31 31 31 33 6.5 5' -5" 7' -5" E 25 25 27 29 10' -1" F 28 28 29 31 15'4" H 32 32 32 32 7 5'4" 6' -11" E 25 25 27 28 91-4" F 28 28 28 30 14'-8" H 32 32 32 32 7.5 4' -9" 6' -6" E 25 25 26 28 8' -9" F 28 28 28 30 14' -0" H 32 32 32 32 8 4' -5" 6' -1" E 25 25 26 28 8' -2" F 28 28 28 29 13' -5" H 33 33 33 33 8.5 4' -2" 5' -9" E 25 25 26 27 T -9" F 28 28 28 29 12' -10" H 33 33 33 33 9 T -11" 5' -5" E 25 25 25 27 T -3" F 28 28 28 29 12' -5" H 33 33 33 33 9.5 3' -9" 5' -1" E 25 25 25 27 6-11" F 28 28 28 28 11' -11" H 33 33 33 33 10 3' -6" 4' -10" E 25 25 25 27 6' -7" F 28 28 28 28 11'-6" H 33 33 33 33 10.5 3'-4" 4' -7" E 25 25 25 27 6' -3" F 28 28 28 28 11' -2" H 34 34 34 34 11 3' -2" 4' -5" E 25 25 25 26 6' -0" F 28 28 28 28 10' -10" H 34 34 34 34 11.5 1 3' -1" 1 4' -3" 1 E 1 25 1 25 1 25 1 26 11 5' -9" 1 F 1 28 1 28 1 28 1 28 11 10'-6" H 1 34 1 34 1 34 1 34 115 MPH EXPOSURE B ICC ESR 1953 (2012 IBC) 2124/2014 Page 65 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA; TABLE 5.16 16 Gauge 3x8 Steel C MU78 14 Gauge 3x8 Steel C MU78 12 Gauge 3x8 Steel C MU78 30 Attached Freestanding of F Attached Freestanding of 31 Attached Freestanding oI F 33 Structure Multispan Units 31 Structure Multispan Units 12'-4" Structure Multispan Units GROUND TRIB POST MAX 14' -1" F MAX POST LENGTH MAX 31 29 MAX POST LENGTH MAX 33 33 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 12' -6" (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" d" "d" (FT) TYPE d" "d" "d" "d" 9'-8" 9' -1" E 27 27 (in) (in) (in) (in) 11' -11" F (in) (in) (in) (in) 30 28 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 12'-6" E 27 27 30 28 15' -0" F 29 29 31 29 21'-6" F 33 33 33 31 LIVE 5.5 12'-4" 11' -0" E 27 27 30 28 14' -1" F 29 29 31 29 20' -3" G 33 33 33 30 LOAD 6 11'-4" 10' -7" E 27 27 29 27 13' -3" F 29 29 30 28 19' -3" G 33 33 33 30 ONLY 6.5 10' -5" 9' -10" E 27 27 29 27 12' -6" F 30 30 30 28 18'-4" G 34 34 34 29 "d" 7 9'-8" 9' -1" E 27 27 28 26 11' -11" F 30 30 30 28 1T-6" G 34 34 34 29 7.5 9' -1" 8'-6" E 27 27 28 26 11'-4" F 30 30 30 27 16' -9" G 34 34 34 29 8 8' -0" 8' -0" E 27 27 27 26 10'-9" F 30 30 30 27 16' -1" G 35 35 35 29 8.5 8' -0" T-6" E 27 27 27 25 10' -2" F 30 30 30 27 15' -5" G 35 35 35 29 9 7'-6" T -1" E 27 27 27 25 9' -T' F 30 30 30 27 14' -11" H 35 35 35 29 9.5 T.2" 6' -9" E 27 27 27 25 9' -1" F 30 30 30 26 14'-4" H 35 35 35 30 10 6' -9" 6' -5" E 27 27 27 25 8'-8" F 30 30 30 26 13' -11" H 35 35 35 30 10.5 6' -5" 6' -1" E 27 27 27 24 8' -3" F 30 30 30 26 13' -5" H 36 36 36 30 11 6' -2" S -10" E 27 27 27 24 T -10" F 30 30 30 26 13'-0" H 36 36 36 30 11.5 5' -11" 5' -7" E 27 27 27 24 11 7'-6" F 30 30 30 25 12' -8" H 36 36 36 30 12 5' -8" 5'-4" E 27 27 27 26 T -2" F 30 30 30 27 12'-4" H 36 36 36 33 13 5' -2" 4' -11" E 27 27 27 6'-8" F 30 30 30 11' -8" 1 H 1 36 1 36 36 10 MPH EXPOSURE B 20 5 T -1" 11' -2" E 23 24 26 28 13-9" F 24 25 28 29 19' -11" G 27 27 29 31 Structure 5.5 6' -5" 10' -2" E 23 23 26 28 12' -10" F 24 24 27 29 18' -9" G 28 28 28 30 WIDTH 6 5' -11" 9'4" E 23 23 25 27 12' -1" F 25 25 27 28 1T -9" G 28 28 28 30 SPACINC- 6.5 5' -5" 81-8" E 23 23 25 27 11' -5" F 25 25 26 28 16' -11" G 28 28 28 29 "d" 7 5' -1" V -0" E 23 23 25 26 10' -10" F 25 25 26 28 16-1" G 29 29 29 29 7.5 4' -9" T-6" E 23 23 24 26 10' -1" F 25 25 26 27 15' -5" H 29 29 29 29 8 4' -5" T -0" E 23 23 24 26 9'4" F 25 25 25 27 14'-9" H 29 29 29 29 8.5 4' -2" 6' -7" E 23 23 24 25 V -11" F 25 25 25 27 14' -2" H 29 29 29 29 9 T -11" 6'4" E 23 23 23 25 8' -5" F 25 25 25 27 13'-8" H 29 29 29 29 9.5 S -9" 5' -11" E 23 23 23 25 8'4" F 25 25 25 26 13' -2" H 30 30 30 30 10 3' -0" 5'-8" E 23 23 23 25 T -7" F 25 25 25 26 12' -9" H 30 30 30 30 10.5 3'4" 6-4" E 23 23 23 24 T -3" F 25 25 25 26 12' -0" H 30 30 30 30 11 T -2" 5' -1" E 23 23 23 24 6-11" F 25 25 25 26 12'4" H 1 30 30 30 30 11.5 1 3' -1" 1 4' -11" E 1 23 1 23 1 23 1 24 11 6' -T' I F 1 25 1 25 1 25 1 25 11' -7" H 30 30 1 30 30 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 T -1" 10' -0" E 24 25 28 30 1T -9" F 26 26 29 31 18'-6" G 30 30 31 33 Structure 5.5 6' -5" 9-1" E 24 25 27 29 11' -11" F 27 27 29 31 1T-6" G 30 30 30 32 WIDTH 6 5' -11" 8'4" E 24 24 27 29 11' -2" F 27 27 29 31 16'-6" G 31 31 31 32 SPACINC- 6.5 5' -5" T -9" E 25 25 27 28 10'5" F 27 27 28 30 16-8" H 31 31 31 32 "d" 7 5' -1" T -2" E 25 25 26 28 9' -8" F 27 27 28 30 15' -0" H 31 31 31 31 7.5 4' -9" 6'4" E 25 25 26 28 V -0" F 27 27 27 29 14'4" H 32 32 32 32 8 4' -5" 6-3" E 25 25 26 27 81-6" F 27 27 27 29 13'4" H 32 32 32 32 8.5 4' -2" 5' -11" E 25 25 25 27 8' -0" F 27 27 27 29 13' -2" H 32 32 32 32 9 Y -11" 5' -7" E 25 25 25 27 T -T' F 27 27 27 28 12'4" H 32 32 32 32 9.5 T -9" 6-4" E 25 25 25 27 T -2" F 27 27 27 28 12' -3" H 32 32 32 32 10 3'-6" 5'4" E 25 25 25 26 6-10" F 27 27 27 28 11' -10" H 33 33 33 33 10.5 3'4" 4'4" E 25 25 25 26 6'-6" F 27 27 27 27 11' -5" H 33 33 33 33 11 T -2" 4' -T' E 25 25 25 26 6' -2" F 27 27 27 27 11' -1" H 33 33 33 33 11.5 3'-1" 4'-4" E 25 25 25 26 5' -11" F 27 27 27 27 10' -9" H 33 33 33 33 12 7 -11" 4' -2" E 25 25 25 26 5'-8" F 27 27 27 27 10' -F' H 33 33 33 1 33 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.16 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.16 115 MPH EXPOSURE B 30 16 Gauge 3x8 Steel C MU78 14 Gauge 3x8 Steel C MU78 12 Gauge 3x8 Steel C MU78 26 Attached Freestanding oI F Attached Freestanding of 27 Attached Freestanding of G 27 Structure Multispan Units 30 Structure Multispan Units 5' -2" Structure Multispan Units GROUND TRIB POST MAX 11'-4" F MAX POST LENGTH MAX 27 29 MAX POST LENGTH 11 MAX 27 27 MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' ' 12' I IF POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC- POST SIZE CONSTRAINED FOOTERSPACINC E POST SIZE CONSTRAINED FOOTEF (PSF) 9-9" (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" d 4' -1" 6'4" E 22 22 (in) (in) (in) (in) 9' -0" F (in) (in) (in) (in) I 26 27 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 5 5' -8" 9'4" E 22 23 26 28 12' -1" F 24 25 27 29 17' -9" G 27 27 29 30 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 8' -6" E 22 23 25 27 11'-4" F 24 24 27 29 16'4" G 27 27 28 30 8.5' 6 4' -9" T -10" E 22 22 25 27 101-6" F 24 24 27 28 15' -10" G 28 28 28 30 n/a 6.5 4'-4" T -2" E 22 22 25 26 9-9" F 24 24 26 28 15' -0" H 28 28 28 29 115 7 4' -1" 6'4" E 22 22 24 26 9' -0" F 24 24 26 27 14'4" H 28 28 28 29 7.5 T -9" 6' -3" E 22 22 24 26 8' -5" F 24 24 25 27 13'-8" H 29 29 29 29 8 3-6" 5' -10" E 22 22 24 25 T -11" F 24 24 25 27 13' -1" H 29 29 29 29 8.5 3'4" 5'4" E 22 22 23 25 T -6" F 24 24 25 26 12' -7" H 29 29 29 29 9 T -2" 5' -3" E 22 22 23 25 7' -1" F 24 24 25 26 12' -1" H 29 29 29 29 9.5 3' -0" 4' -11" E 22 22 23 25 6'4" F 24 24 24 26 11' -8" H 29 29 29 29 1 10 T -10" 4' -8" E 22 22 23 24 6'4- F 24 24 24 26 11' -3" H 29 29 29 29 10.5 2' -8" 4'-6" 1 E 1 22 1 22 23 1 24 6' -1" F 24 24 24 25 10' -11" H 30 30 30 30 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 5 5' -8" 8' -6" E 24 25 28 30 11'4" F 26 26 29 31 16' -9" G 30 30 31 33 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" T -9" E 24 24 27 29 10' -5" F 26 26 29 31 15' -9" H 30 30 30 32 8.5' 6 4' -9" T -1" E 24 24 27 29 9' -T' F 26 26 28 30 14' -11" H 31 31 31 32 n/a 6.5 4'-4" 6' -T' E 24 24 26 28 8' -10" F 26 26 28 30 14' -1" H 31 31 31 32 115 7 4' -1" 6' -1" E 24 24 26 28 8' -3" F 26 26 28 29 13' -5" H 31 31 31 31 7.5 T -9" 5' -8" E 24 24 26 27 T -8" F 26 26 27 29 12' -10" H 31 31 31 31 8 3'-6" 5'4" E 24 24 25 27 T -2" F 26 26 27 29 12'-4" H 32 32 32 32 8.5 3'-4" 5' -0" E 24 24 25 27 6' -9" F 26 26 27 28 11' -10" H 32 32 32 32 9 T -2" 4'-9" E 24 24 25 27 6' -5" F 26 26 26 28 11'-4" H 32 32 32 32 OVER- Post Description Max H t TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum HANG 9' B Mu10o 0.024 "x3 "x3" Post w/ Side plat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' T 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 45 S' 5.5' 6' 65 T 7.5' 8' 8.5' 9' 9.5' 10' 105 11' 1' 3.5' 4' 45 5' 5.5' 6' 65 7' 7.5' 8' 8.5' 9' 9.5' 10' 105 11' 11.5' 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 115 12' 3' n/a n/a n/a n/a n/a n/a n/a 8' 8.5' 9 9.5' 10' 10.5' 11' 115 12' 12.5' 4' n/a n/a rda n/a n/a n/a n/a n/a n/a n/a n/a 105 11' 11.5' 12' 125 13' TABLE 5.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mu10o 0.024 "x3 "x3" Post w/ Side plat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F 1 MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' I IMU96 MU50 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3/16 "x3 "0" Steel Square 1 12' L IMU93 d= 38" 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.16 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POS Code Dej#, Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MSteel 0.043 "x3 "x3" Locksea d= 22" 8' B MU Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "xWx3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3116 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square I d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square I d= 47" 15' 1 L IMU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.16 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misr-3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 66 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam0comcast.net =EB 24 2014 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TABLE 5.1 Double 16 Gauge 3x8 Steel C MU114 Double 14 Gauge 3x8 Steel C MU114 Double 12 Gauge 3x8 Steel C MU114 F Attached Freestanding o1 32 Attached Freestanding of F Attached Freestanding of 32 34 Structure Multispan Units 32 Structure Multispan Units 33 Structure Multispan Units GROUND TRIB POST MAX 30 31 MAX POST LENGTH MAX G 31 MAX POST LENGTH MAX 33 29' -9" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' 1 12' I 16 POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINEDFOOTEFSPACINE 33 POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 31 (FT) (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" "d" "d" 33 7 9' -8" 22' -T' (in) (in) (in) (in) 32 32 (in) (in) (in) (in) G 33 (in) (in) (in) (in) 11U MPH EXPUSURt B 10 5 13' -T' 25'4" F 30 30 32 Attached 27' -0" F 30 30 32 34 30' -8" G 32 32 32 33 LIVE 5.5 12'-4" 24'-6" F 30 30 31 MAX POST LENGTH 26' -2" G 31 31 32 33 29' -9" G 32 32 32 POST LOAD 6 11'-4" 23' -10" G 31 31 31 MIN 25' -5" G 32 32 32 SPACIN 28' -10" G 33 33 33 SIZE ONLY 6.5 10' -5" 23' -2" G 31 31 31 (FT) 24' -9" G 32 32 32 "d" 28' -1" H 33 33 33 33 7 9' -8" 22' -T' G 32 32 32 (in) 24' -1" G 33 33 33 33 2T -5" H 34 34 34 33 7.5 9'-1" 22' -1" G 32 32 32 32 23' -7" G 33 33 33 33 26' -10" H 35 35 35 34 8 8'-6" 21' -8" G 33 33 33 32 23' -1" H 34 34 34 33 26' -3" H 35 35 35 34 8.5 8' -0" 21' -2" G 33 33 33 32 22' -7" H 34 34 34 33 25'-8" H 36 36 36 35 9 7'-6" 20' -10" H 34 34 34 32 22' -2" H 34 34 34 34 25' -3" H 36 36 36 35 9.5 7' -2" 20' -3" H 34 34 34 32 21' -9" H 35 35 35 34 24' -9" H 36 36 36 36 10 U -9" 19' -8" H 34 34 34 33 21' -5" H 35 35 35 34 24'-4" H 37 37 37 36 10.5 6' -5" 19' -2" H 35 35 35 33 21' -1" H 36 36 36 35 23' -11" H 37 37 37 37 11 6' -2" 18'-8" H 35 35 35 33 20' -9" H 36 36 36 35 23' -T' H 38 38 38 37 11.5 6 -11" 18' -3" H 35 35 35 33 20' -5" H 36 36 36 35 23' -3" 1 38 38 38 37 12 5'-8" 17' -10" H 35 35 35 20' -2" H 37 37 37 22' -11" 1 38 38 38 13 5' -2" 17' -0" H 36 36 36 19'-6" H 37 37 37 22'-4" J 39 39 39 14 4' -10" 16'-4" H 36 36 36 18' -10" H 38 38 38 21' -9" J 40 40 40 15 4'-6" 15'-8" H 36 36 36 18' -2" 1 I 1 38 1 38 1 38 21' -3" J 40 40 40 11U Mh'H tXPUSUKt L; or 13U MPH EXPUSURE B 10 5 13' -T' 23' -0" G 32 32 34 Attached 25' -1" G 33 33 34 34 28' -6" G 35 35 35 33 LIVE 5.5 12'-4" 22' -9" G 33 33 34 MAX POST LENGTH 24' -3" G 34 34 34 33 2T -7" G 35 35 35 POST LOAD 6 11'-4" 22' -1" G 34 34 34 MIN 23' -7" G 35 35 35 SPACIN 26' -10" H 36 • 36 36 SIZE ONLY 6.5 10' -5" 21'-6" G 34 34 34 (FT) 22' -11" G 35 35 35 "d" 26' -1" H 37 37 37 33 7 9' -8" 21' -0" G 35 35 35 (in) 22' -5" H 36 36 36 33 25' -5" H 37 37 37 33 7.5 9' -1" 20'-6" H 36 36 36 32 21' -11" H 36 36 36 33 24' -10" H 38 38 38 34 8 8' -6" 19' -10" H 36 36 36 32 21' -5" H 37 37 37 33 24'-4" H 38 38 38 34 8.5 V-9. 19' -2" H 36 36 36 32 21' -0" H 37 37 37 33 23' -10" H 39 39 39 35 9 7'-6" 18' -7" H 37 37 37 32 20' -7" H 38 38 36 34 23' -5" H 39 39 39 35 9.5 7' -2" 18' -0" H 37 37 37 32 20' -3" H 38 38 38 34 23' -0" H 40 40 40 36 10 6' -9" 17' -6" H 37 37 37 33 19' -10" H 39 39 39 34 22' -T' 1 40 40 40 36 10.5 6' -5" 17' -1" H 37 37 37 33 19' -7" H 39 39 39 35 22' -3" J 41 41 41 37 11 6' -2" 16' -7" H 38 38 38 33 19' -1" H 39 39 39 35 21' -11" J 41 41 41 37 11.5 5' -11" 16' -2" H 38 38 38 33 18' -8" H 40 40 40 35 21' -7" J 42 42 42 37 12 6-8" 15' -10" H 38 38 38 18' -3" H 40 40 40 21' -3" J 42 42 42 13 5' -2" 15' -1" H 39 39 39 1T -6" 1 41 41 41 20' -8" J 43 43 43 14 4' -10" 14' -5" H 39 39 39 16' -10" J 41 41 41 20' -2" J 44 44 44 15 4'-6" 13' -10" H 39 39 39 16' -2" J 41 41 41 19' -9" 1 J 1 44 44 44 110 MPH tAPUSUKt B 10 5 13' -T' 24' -10" F 30 30 32 Attached 26' -5" G 31 31 33 34 30' -1" G . 32 32 32 33 LIVE 5.5 12'-4" 24' -0" G 31 31 32 MAX POST LENGTH 25' -7" G 32 32 32: 33 29' -1" G 33. 33 33 POST LOAD 6 11'-4" 23'-4" G 32 32 32 MIN 24' -11" G 32 32 32 SPACIN 28' -3" G 34 34 34 SIZE ONLY 6.5 10' -5" 22' -9" G 32 32 32 (FT) 24' -3" G 33 33 33 "d" 2T -T' H 34 34 34 33 7 9'-8" 22' -2" G 33 33 33 (in) 23'-8" G 33 33 33 33 26' -10" H 35 35 35 33 7.5 9' -1" 21'-8" G 33 33 33 32 23' -1" G 34 34 34 33 26' -3" H 35 35 35 34 8 8'-6" 21' -2" G 34 34 34 32 22' -7" H 34 34 34 33 25'-8" H 36 36 36 34 8.5 8' -0" 20' -9" H 34 34 34 32 22' -2" H 35 35 35 33 25' -2" H 36 36 36 35 9 7'-6" 20' -2" H 34 34 34 32 21' -9" H 35 35 35 34 24'-8" H 37 37 37 35 9.5 T -2" 19' -T' H 35 35 35 32 21'-4" H 36 36 36 34 24' -3" H 37 37 37 36 10 6' -9" 19' -1" H 35 35 35 33 21' -0" H 36 36 36 34 23' -10" H 38 38 38 36 10.5 6' -5" 18' -7" H 35 35 35 33 20' -8" H 37 37 37 35 23'-6" H 38 38 38 37 11 6' -2" 18' -1" H 36 36 36 33 20' -4" H 37 37 37 35 23' -1" 1 39 39 39 37 11.5 6 -11" 1T -8" H 36 36 36 33 20' -0" H 37 37 37 35 22' -9" 1 39 39 39 37 12 5'-8" 17' -3" H 36 36 36 19' -9" H 38 38 38 22' -5" J 39 39 39 13 5' -2" 16'-6" H 36 36 36 19' -0" H 38 38 38 21' -10" J 40 40 40 14 4' -10" 15' -10" H 37 37 37 18' -3" 1 39 39 39 21'-4" J 41 41 41 15 4' -6" 15' -2" H 37 37 37 1T -7" I I 1 39 39 39 20' -10" 1 J 41 1 41 1 41 115 MPH EXPUSURE B 20 Double 16 Gauge 3x8 Steel C MU114 Double 14 Gauge 3x8 Steel C MU114 Double 12 Gauge 3x8 Steel C MU 114 G Attached Freestanding of 31 Attached Freestanding oI G Attached Freestanding of 32 34 Structure Multispan Units 31 Structure Multispan Units 11 33 Structure Multispan Units GROUND TRIB POST MAX 30 31 MAX POST LENGTH MAX H 30 MAX POST LENGTH MAX 33 25' -7" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' ' 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 31 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 33 7 5' -1" 18' -11" (in) (in) (in) (in) 31 31 (in) (in) (in) (in) H 32 (in) (in) (in) (in) 115 MPH EXPUSURE B 20 5 T -1" 21' -10" G 29 29 31 33 23' -3" G 30 30 32 34 26' -5" H 31 31 31 33 5.5 6' -5" 21' -1" G 30 30 31 33 22'-6" H 30 30 31 33 25' -7" H 32 32 32 33 6 5' -11" 20'-6" H 30 30 31 33 21' -11" H 31 31 31 33 24' -10" H 32 32 32 33 6.5 5' -5" 19' -9" H 31 31 31 32 21'-4" H 31 31 31 33 24' -3" H 33 33 33 33 7 5' -1" 18' -11" H 31 31 31 32 20' -9" H 32 32 32 33 23' -7" H 33 33 33 33 7.5 4' -9" 18' -3" H 31 31 31 32 20'4" H 33 33 33 33 23' -1" H 34 34 34 34 8 4' -5" 17' -7" H 32 32 32 32 19' -10" H 33 33 33 33 22' -7" 1 34 34 34 34 8.5 4' -2" 17' -0" H 32 32 32 32 19' -0" H 33 33 33 33 22' -2" J 35 35 35 35 9 3' -11" 16' -6" H 32 32 32 32 19' -0" H 34 34 34 34 21' -9" J 35 35 35 35 9.5 3' -9" 16' -0" H 32 32 32 32 18' -5" H 34 34 34 34 21'-4" J 36 36 36 36 10 3'-6" 16-6" H 33 33 33 33 17' -11" 1 34 34 34 34 21' -0" J 36 36 36 36 10.5 3'-4" 15' -1" H 33 33 33 33 17'-6" 1 35 35 35 35 20'-8" J 37 37 37 37 11 3' -2" 14'-8" 1 H 33 33 1 33 33 1 T -1" J 35 35 35 35 20'-4" J 37 37 37 37 11.5 3' -1" 14' 4" H 33 33 33 33 16' -8" J 35 35 35 35 20' -0" J 37 37 37 37 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 7' -1" 21' -0" G 32 32 34 36 22' -5" H 33 33 34 36 25' -5" H 34 34 34 36 5.5 6' -5" 20'-4" H 33 33 33 36 21'-8" H 34 34 34 36 24'-8" H 35 35 35 36 6 5' -11" 19' -5" H 33 33 33 35 21' -1" H 34 34 34 36 23' -11" H 36 36 36 36 6.5 5' -5" 18' -7" H 34 34 34 35 20'-6" H 35 35 35 36 23' -4" H 36 36 36 36 7 5' -1" 17' -10" H 34 34 34 35 20' -0" H 36 36 36 36 22' -9" 1 37 37 37 37 7.5 4' -9" 17' -2" H 35 35 35 35 19' -7" H 36 36 36 36 22' -3" J 38 38 38 38 8 4' -5" 16' -7" H 35 35 35 35 19' -1" H 37 37 37 37 21' -9" J 38 38 38 38 8.5 4' -2" 16' -0" H 35 35 35 35 18' -5" 1 37 37 37 37 21'-4" J 39 39 39 39 9 3' -11" 15'-6" H 35 35 35 35 17' -11" 1 37 37 37 37 20' -11" J 39 39 39 39 9.5 3' -9" 15-0" H 36 36 36 36 17' -5" J 38 38 38 38 20'-6" J 40 40 40 40 10 3-6" 14' -7" H 36 36 36 36 16' -11" J 38 38 38 38 20' -2" J 40 40 40 40 10.5 3'-4" 14' -2" H 36 36 36 36 16' -6" J 38 38 38 38 19' -10" J 41 41 41 41 11 T -2" 13' -9" H 36 36 36 36 16' -1" J 38 38 38 38 19-7" J 41 41 41 41 11.5 Y -1" 13' -5" H 37 37 37 37 15' -9" J 39 39 39 39 19' -3" J 41 41 41 41 110 MPH tAPUSUKt B ICC ESR 1953 (2012 IBC) 2/24/2014 Page 67 of 106 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA! TAJONSLAB Double 16 Gauge 3x8 Steel C MU114 Double 14 Gauge 3x8 Steel C MU 114 Double 12 Gauge 3x8 Steel C MU114 G Attached Freestanding of 34 Attached Freestanding of G Attached Freestanding oI 35 33 Structure Multispan Units 36 Structure Multispan Units 33 Structure Multispan Units GROUND TRIB G MAX 34 34 MAX POST LENGTH MAX G 35 MAX POST LENGTH MAX 33 2T -2" MAX POST LENGTH SNOW WIDTH 36 POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) 35 PACINE POST SIZE CONSTR AINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 35 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" d" I "d" (FT) TYPE "d" "d" I "d" I "d" 32 11' 7 9'-8" 20'-8" (in) (in) (in) (in) 36 36 (in) (in) (in) (in) H 37 (in) (in) (in) (in) 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 10 5 13' -T' 23' -1" G 33 33 34 32 24'-8" G 34 34 35 33 28'.0" G 36 36 36 33 LIVE 5.5 12'-4" 22' -5" G 34 34 34 32 23' -10" G 35 35 35 33 2T -2" H 36 36 36 32 LOAD 6 11'-4" 21' -9" G 35 35 35 32 23' -2" G 35 35 35 32 26'-4" H 37 37 37 32 ONLY 6.5 10' -5" 21' -2" G 35 35 35 32 22' -7" H 36 36 36 32 25' -8" H 38 38 38 32 11' 7 9'-8" 20'-8" H 36 36 36 32 22' -0" H 37 37 37 32 25' -0" H 38 38 38 33 7.5 9'-1" 20' -0" H 36 36 36 31 21'-6" H 37 37 37 32 24' -0" H 39 39 39 33 8 8'-6" 19'-4" H 37 37 37 31 21' -1" H 38 38 38 32 23' -11" H 39 39 39 34 8.5 8' -0" 18'-8" H 37 37 37 31 20' -8" H 38 38 38 33 23'-6" H 40 40 40 34 9 7'-6" 18' -1" H 37 37 37 31 20' -3" H 39 39 39 33 23' -0" H 40 40 40 34 9.5 T -2" 17' -T' H 38 38 38 32 19' -11" H 39 39 39 33 22' -T' 1 41 41 41 35 10 6' -9" 1T -1" H 38 38 38 32 19' -7" H 40 40 40 34 22' -3" J 41 41 41 35 10.5 6' -5" 16' -7" H 38 38 38 32 19' -1" H 40 40 40 34 21' -10" J 42 42 42 36 11 6' -2" 16' -2" H 38 38 38 32 18'-8" H 40 40 40 34 21' -6" J 42 42 42 36 11.5 5' -11" 15' -9" H 39 39 39 33 11 18' -2" H 41 41 41 34 21' -3" J 43 43 43 36 12 5'-8" 15' -5" H 39 39 39 36 17' -10" 1 41 41 41 38 20' -11" J 43 43 43 41 13 5' -2" 141-8" H 39 39 39 17' -1" J 41 41 41 20'-4" J 44 44 44 110 MPH EXPOSURE B 20 5 T -1" 22' -1" G 28 28 31 32 23' -7" G 29 29 31 33 26' -10" H 30 30 31 33 Structure 5.5 6' -5" 21' -5" G 29 29 30 32 22' -10" G 30 30 31 33 25' -11" H 31 31 31 32 MIN 6 5' -11" 20' -10" G 29 29 30 32 22' -2" H 30 30 31 32 25' -3" H 31 31 31 32 CONSTRAINED FOOTERSPACINC 6.5 5' -5" 20' -2" H 30 30 30 32 21' -7" H 31 31 31 32 24' -7" H 32 32 32 32 11' 7 5' -1" 19'4" H 30 30 30 32 21' -1" H 31 31 31 32 23' -11" H 33 33 33 33 7.5 4' -9" 181-8" H 31 31 31 31 20' -7" H 32 32 32 32 23' -5" H 33 33 33 33 8 4' -5" 18' -0" H 31 31 31 31 20' -2" H 32 32 32 32 22' -11" H 34 34 34 34 8.5 4' -2" 17' -5" H 31 31 31 31 19' -9" H 33 33 33 33 22' -5" 1 34 34 34 34 9 T -11" 16-10" H 31 31 31 31 19'-4" H 33 33 33 33 22' 4" J 34 34 34 34 9.5 3' -9" 16'4" H 32 32 32 32 18' -10" H 33 33 33 33 21'-8" J 35 35 35 35 10 3'-6" 15' -10" H 32 32 32 32 18'-4" H 34 34 34 34 21' -3" J 35 35 35 35 10.5 3'4" 15' -5" H 32 32 32 32 17' -10" 1 34 34 34 34 20' -11" J 36 36 36 36 11 3-2" 15' -0" H 32 32 32 32 1 T -5" 1 34 34 1 34 34 20' -T' J 1 36 36 36 36 11.5 1 3' -1" 1 14'-8" 1 H 1 33 1 33 1 33 1 33 11 1T -0" J 1 34 1 34 34 34 20' -3" J 36 36 1 36 36 110 MPH EXPOSURE C or 130 MPH EXPOSURE B 20 5 T -1" 21' -3" G 31 31 33 35 22'-8" H 32 32 34 36 25' -9" H 34 34 34 35 Structure 5.5 6' -5" 20' -T' H 32 32 33 35 21' -11" H 33 33 33 35 24' -11" H 34 34 34 35 MIN 6 5' -11" 19' -10" H 33 33 33 35 21'-4" H 33 33 33 35 24' -3" H 35 35 35 35 CONSTRAINED FOOTERSPACINC 6.5 5' -5" 18' -11" H 33 33 33 34 20' -9" H 34 34 34 35 23' -7" H 36 36 36 36 11' 7 S.A. 18' -2" H 33 33 33 34 20' -3" H 35 35 35 35 23' -0" H 36 36 36 36 7.5 4'4" 17'-6" H 34 34 34 34 19' -9" H 35 35 35 35 22' 4" 1 37 37 37 37 8 4' -5" 16-11" H 34 34 34 34 19'-4" H 36 36 36 36 22' -0" J 37 37 37 37 8.5 4' -2" 16'4" H 34 34 34 34 18' -10" H 36 36 36 36 21' -7" J 38 38 38 38 9 3' -11" 16 -10" H 35 35 35 35 18'4" 1 36 36 36 36 21' -2" J 38 38 38 38 9.5 T -9" 15' 4" H 35 35 35 35 17'4- 1 37 37 37 37 20' -117' J 39 39 39 39 10 T -6" 14' -10" H 35 35 35 35 17' -3" J 37 37 37 37 20' -5" J 39 39 39 39 10.5 3'4" 14' -5" H 35 35 35 35 16-10" J 37 37 34 37 20' -1" J 40 40 40 40 11 T -2" 14' -1" H 36 36 36 36 16' -5" J 38 38 38 19' -10" J 40 40 40 40 11.5 3' -1" 13'-8" H 36 36 36 36 16' -0" J 38 38 L38 38 19'-6" J 40 40 40 40 12 2' -11" 13'-4" H 36 36 36 36 15' -8" J 38 38 38 19' -3" J 41 41 41 1 41 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 5.17 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.17 115 MPH EXPOSURE B 30 Double 16 Gauge 3x8 Steel C MU 114 Double 14 Gauge 3x8 Steel C MU 114 Double 12 Gauge 3x8 Steel C MU 114 G Attached Freestanding of 31 Attached Freestanding of H Attached Freestanding of 31 33 Structure Multispan Units 30 Structure Multispan Units 33 Structure Multispan Units GROUND TRIB POST MAX 29 31 MAX POST LENGTH MAX H 30 MAX POST LENGTH 11 MAX 33 24'-4" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' ' IT I 15' POST MIN FOOTS 8' I 12' ' 15' POST MIN FOOTS 8' 1 12' I 15' LOAD (FT) ONSLABSPACINC 33 POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 30 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 32 11' 7 4' -1" 17' -6" (in) (in) (in) (in) 30 30 (in) (in) (in) (in) H 31 (in) (in) (in) (in) 115 MPH EXPOSURE B 30 5 5'4" 20' -9" G 29 29 31 33 22' -2" H 29 29 31 33 25' -2" H 30 30 31 33 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 20' 4" H 29 29 31 32 21' -5" H 30 30 31 33 24'-4" H 31 31 31 33 8' 6 4'4" 19'4" H 30 30 30 32 20' -10" H 30 30 31 33 23'-8" H 32 32 32 32 n/a 6.5 4'4" 18' -3" H 30 30 30 32 20' -3" H 31 31 31 33 23' -1" H 32 32 32 32 11' 7 4' -1" 17' -6" H 30 30 30 32 19' -9" H 31 31 31 32 22'-6" 1 33 33 33 33 7.5 T -9" 16' -10" H 31 31 31 31 19'-4" H 32 32 32 32 22' -0" J 33 33 33 33 8 3'-6" 16' -3" H 31 31 31 31 18' -9" H 32 32 32 32 21' -0" J 34 34 34 34 8.5 3'-4" 15'4- H 31 31 31 31 18' -2" H 33 33 33 33 21' -1" J 34 34 34 34 9 T -2" 15-2" H 31 31 31 31 17' -7" 1 33 33 33 33 20'-8" J 35 35 35 35 9.5 3' -0" 14'-8" H 32 32 32 32 17' -1" J 33 33 33 33 20'-4" J 35 35 35 35 10 2' -10" 14'4" H 32 32 32 32 16'4" J 33 33 33 33 19' -11" J 36 36 36 36 10.5 2' -8" 13' -10" 1 H 1 32 1 32 32 32 16-2" J 34 34 34 34 19-8" J 36 36 36 36 115 MPH EXPOSURE C or 130 MPH EXPOSURE B 30 5 6 -8" 20' -0" H 32 32 33 35 21' -5" H 32 32 34 36 24'4" H 34 34 34 36 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 19' -0" H 32 32 33 35 20' -9" H 33 33 34 36 23-7" H 35 35 35 35 8' 6 4'4" 18' -1" H 33 33 33 35 20' -2" H 34 34 34 35 22' -11" 1 35 35 35 35 n/a 6.5 4'4" 17'-4" H 33 33 33 34 19' -7" H 34 34 34 35 22'-4" J 36 36 36 36 11' 7 4' -1" 16-7" H 33 33 33 34 19' -1" H 35 35 35 35 21'4- J 37 37 37 37 7.5 3-9" 16-0" H 34 34 34 34 18' -5" H 35 35 35 35 21' -3" J 37 37 37 37 8 3'-6" 15' -5" H 34 34 34 34 17' -10" H 36 36 36 36 20' -10" J 38 38 38 38 8.5 3'-4" 14' -10" H 34 34 34 34 17' -3" I 36 36 36 36 20' -5" J 38 38 38 38 9 3' -2" 14'-4" H 35 35 35 35 16'-9" I 36 36 36 36 20' -0" J 39 39 39 39 OVER- Post Description Max H t POST Code TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU1o0 Twin 0.062 "x1.5 "x1.5" Scroll HANG B Mu1oo 0.024 "x3 "x3" Post w/ Side lat 10' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 35 4' 45 5' 55 6 6.5' 7' 7.6 8' 8.5' 9' 9.6 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 105 11' 11.5' 2' n/a n/a n/a 55 6' 6.5' 7' 7.5' 6 85 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' n/a n/a Na n/a n/a n/a n/a 8' 85 9' 9.5' 10' 10.6 11' 11.5' 12' 12.5' 4' Na n/a Ma n/a n/a Na n/a n/a n/a n/a Na 10.5' 11' 11.5' 12' 12.6 13' TABLE 5.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU1o0 Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mu1oo 0.024 "x3 "x3" Post w/ Side lat 10' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H Imun Alum 0.120 "x4 "x4" Square Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "0" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K Mu5o 3/16 "0"x3" Steel Square 12' L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.17 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POSTI Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E I MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42" 1 14' K MU93 3/16 "x6 "x6" Steel Square d= 47" 1 15' L MU93 FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN Metals Building Products SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.17 5005 Veteran's Memorial Hwy SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741 SLAB 9. FOLLOW 9 -10 FROM ABOVE (631) 563 -4000 SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 68 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carkwtnam0comcast.net =EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.1 0.042 "x3 "x8" Detail MU76 Double 0.042"x3 "x8" Detail MU113 Double 0.040 "x2 "x6.5" MU113 B Attached Freestanding of 28 Attached Freestanding of C Attached Freestanding of 30 32 Structure Multispan Units 24 Structure Multispan Units 30 Structure Multispan Units GROUND TRIB POST MAX 25 27 MAX POST LENGTH MAX C 25 MAX POST LENGTH MAX 31 11' -10" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" I "d" "d" 28 5 13-7" T -1" (in) (in) (in) (in) 24 26 (in) I (in) (in) (in) E 27 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 3 22' -8" 9' -10" B 22 26 28 29 14'-6" C 25 28 30 32 12' -10" C 24 27 28 30 LIVE 3.5 19' -5" 8' -11" B 22 25 27 29 13'4" C 25 28 30 31 11' -10" C 24 26 28 29 LOAD 4 17' -0" 8' -3" B 23 25 27 28 12'-4" C 26 27 29 31 11' -0" C 25 26 27 29 ONLY 4.5 15' -1" T -8" B 23 25 26 28 11' -7" D 26 27 29 30 194" C 25 25 27 28 5 13-7" T -1" B 23 24 26 27 10' -11" E 27 27 28 30 9' -9" C 26 26 27 28 5.5 12'4" 6' -8" B 23 24 26 27 10'-4" E 27 27 28 29 9' -3" D 26 26 26 28 6 11'-4" 6-4" C 24 24 25 27 9'-10" E 27 27 28 29 8' -10" D 26 26 26 27 6.5 10' -5" 6' -0" C 24 24 25 26 9'-4" E 28 28 28 29 8' -5" E 27 27 27 27 7 9' -8" 6 -8" C 24 24 25 26 8' -11" E 28 28 28 29 8' -1" E 27 27 27 27 7.5 9' -1" 6 -5" C 24 24 24 26 8' -T' F 28 28 28 28 T -9" E 27 27 27 27 8 8'-6" 5' -2" C 24 24 24 26 8' -3" F 28 28 28 28 T -6" E 28 28 28 28 8.5 8' -0" 4' -11" C 24 24 24 25 T -11" F 29 29 29 29 T -3" E 28 28 28 28 9 7'-6" 4' -8" C 25 25 25 25 7'-8" F 29 29 29 29 T -0" E 28 28 28 28 9.5 T -2" 4'-6" C 25 25 .25 25 7'4" F 29 29 29 29 6' -9" F 28 28 28 28 10 6-9" 4'4" C 25 25 25 25 7' -1" F 29 29 29 29 6-7" F 28 28 28 28 11 6' -2" 4' -0" C 25 25 25 25 6'-8" F 30 30 30 30 6' -2" F 29 29 29 29 12 5' -8" T -9" C 25 25 25 25 6'-4" F 30 30 30 30 5' -10" F 29 29 29 29 13 6 -2" 3'-6" C 25 25 25 25 6-0" F 30 30 30 30 ff, 5' -7" F 1 29 29 1 29 29 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22' -8" 9' -2" B 23 27 28 30 13'-8" C 26 29 31 32 12' -2" C 25 27 29 31 LIVE 3.5 19-5" 8' -5" B 23 26 28 29 12' -7" C 26 29 30 32 11' -3" C 25 27 29 30 LOAD 4 17' -0" 7'-8" B 23 26 27 29 11'-8" D 27 28 30 31 10'5" C 26 26 28 30 ONLY 4.5 15' -1" 7' -2" B 24 25 27 28 10' -11" D 27 28 29 31 9-9" C 26 26 28 29 5 13' -7" 6' -8" B 24 25 27 28 10' -3" E 28 28 29 31 9' -3" D 27 27 27 29 5.5 12'4" 6' -3" C 24 25 26 28 91-8" E 28 28 29 30 8' -9" D 27 27 27 29 6 11'11" 6 -10" C 24 24 26 27 9' -2" E 28 28 28 30 8'4" E 27 27 27 28 6.5 10' -5" 6 -7" C 25 25 26 27 8' -9" E 29 29 29 30 8' -0" E 28 28 28 28 7 9'-8" 6 -3" C 25 25 25 27 8' -5" F 29 29 29 29 7'-8" E 28 28 28 28 7.5 9' -1" 5' -0" C 25 25 25 27 8' -0" F 29 29 29 29 7'4" E 28 28 28 28 8 8'-6" 4' -9" C 25 25 25 26 7'-8" F 29 29 29 29 T -1" E 29 29 29 29 8.5 8' -0" 4'-6" C 25 25 25 26 7' -5" F 30 30 30 30 6-10" F 29 29 29 29 9 7'-6" 4'4" C 25 25 25 26 7' -2" F 30 30 30 30 6' -7" F 29 29 29 29 9.5 7' -2" 4'-2" C 25 25 25 26 &A 1" F 30 30 30 30 6'4" F 29 29 29 29 10 6' -9" 4' -0" C 26 26 26 26 6'-8" F 30 30 30 30 6' -2" F 29 29 29 29 11 6' -2" 3'4" C 26 26 26 26 6' -3" F 31 31 31 31 5' -10" F 30 30 30 30 12 6-8" T -5" C 26 26 26 26 5' -10" F 31 31 31 31 6-6" F 30 30 30 30 13 1 5' -2" 1 3' -3" 1 C 1 26 1 26 1 26 1 26 1 5' -7" 1 F 1 31 1 31 1 31 1 31 11 5' -3" 1 F 1 30 1 30 1 30 1 30 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22' -13" 8'-8" B 23 27 29 31 13' -0" C 27 30 32 33 11' -T' C 26 28 30 31 LIVE 3.5 19' -5" T -11" B 24 27 29 30 11' -11" D 27 29 31 33 101-8" C 26 28 29 31 LOAD 4 1T -0" T -3" B 24 26 28 30 11' -1" D 28 29 31 32 9' -11" C 27 27 29 30 ONLY 4.5 15' -1" 6'-8" C 24 26 28 29 10'-4" E 28 28 30 32 94" D 27 27 28 30 5 13' -T' 6' -0" C 25 26 27 29 9-9" E 29 29 30 31 8' -9" D 28 28 28 30 5.5 12'4" 5' -10" C 25 25 27 28 9' -2" E 29 29 29 31 8'4" E 28 28 28 29 6 11'4" 6-6" C 25 25 27 28 8'-8" E 29 29 29 31 T -11" E 28 28 28 29 6.5 10' -5" 5' -2" C 25 25 26 28 8' -3" F 30 30 30 30 7'-6" E 29 29 29 29 7 9' -8" 4' -11" C 26 26 26 27 T -11" F 30 30 30 30 T -3" E 29 29 29 29 7.5 9' -1" 4'-8" C 26 26 26 27 T -T' F 30 30 30 30 6' -11" E 29 29 29 29 8 8'-6" 4' -5" C 26 26 26 27 7' -3" F 30 30 30 30 6'-8" F 30 30 30 30 8.5 8' -0" 4' -3" C 26 26 26 27 7' -0" F 31 31 31 31 6' -5" F 30 30 30 30 9 7'-6" 4' -0" C 26 26 26 27 6-8" F 31 31 31 31 6' -2" F 30 30 30 30 9.5 T -2" T -10" C 26 26 26 26 6'-6" F 31 31 31 31 6' -0" F 30 30 30 30 10 6' -9" 3'-8" C 26 26 26 26 6' -3" F 31 31 31 31 5' -10" F 30 30 30 30 11 6'-2" 3' -5" C 26 26 26 26 5' -10" F 31 31 31 31 5' -6" F 31 31 31 31 12 5'-8" 3' -2" C 26 26 26 26 5'-6" F 32 32 32 32 5' -2" F 31 31 31 31 13 1 6 -2" 1 3' -0" 1 C 1 27 1 27 1 27 1 27 11 5' -2" 1 F 1 32 1 32 1 32 1 32 11 4' -11" 1 F 1 31 1 31 1 31 31 TABLE 6.1 0.042 "x3 "x8" Detail MU76 iDouble 0.042 "x3 "x8" Detail MU113 Double 0.040 "x2 "x6.5" MU 113 B Attached Freestanding of 27 Attached Freestanding of D Attached Freestanding of 29 30 Structure Multispan Units 23 Structure Multispan Units 29 Structure Multispan Units GROUND TRIB POST MAX 24 26 MAX POST LENGTH MAX D 24 MAX POST LENGTH MAX 30 10' -1" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' ' 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" d" I d" (FT) TYPE "d" "d" "d" I "d" I F T) TYPE "d" "d" I "d" "d" 27 5 6' -9" 5-10" (in) (in) (in) (in) 23 25 (in) (in) (in) (in) E 25 (in) (in) (in) (in) or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 25 3 11'-4" 8' -2" B 20 25 27 28 12' -3" D 23 27 29 30 11' -0" C 23 26 27 29 3.5 9'-8" T -5" B 21 24 26 27 11' -3" D 24 27 28 30 10' -1" C 23 25 27 28 4 8' -6" 6' -9" C 21 24 26 27 10' -5" E 24 26 28 29 9' -5" D 24 25 26 28 4.5 7'-6" 6' -3" C 21 24 25 27 9' -9" E 25 26 28 29 8' -9" D 24 24 26 27 5 6' -9" 5-10" C 22 23 25 26 9-2" E 25 26 27 29 8' -3" E 24 24 26 27 5.5 6' -2" 5' -5" C 22 23 25 26 8' -T' F 26 26 27 28 T -10" E 25 25 25 27 6 5'-8" 5' -1" C 22 23 24 26 8' -2" F 26 26 27 28 T -5" E 25 25 25 27 6.5 5' -2" 4' -10" C 22 22 24 25 T -9" F 26 26 26 28 7' -1" E 25 25 25 26 7 4' -10" 4' -6" C 22 22 24 25 T -5" F 26 26 26 27 6-10" F 26 26 26 26 7.5 4'-6" 4' -4" C 22 22 23 25 7' -1" F 27 27 27 27 6' -6" F 26 26, 26 26 8 4' -3" 4' -t" C 23 23 23 25 6' -9" F 27 27 27 27 6' -3" F 26 26 26 26 8.5 4' -0" T -11" C 23 23 23 24 6' -6" F 27 27 27 27 6' -0" F 26 26 26 26 9 1 T -9" 3-9- 1 C 23 1 23 1 23 1 24 6' -3" F 27 1 27 1 27 1 27 5' -10" F 26 26 26 26 9.5 3' -7" 3' -T' C 23 23 23 24 6' -0" F 27 27 27 27 5' -7" F 27 27 27 27 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 11'4" T -9" B 21 26 27 29 11' -9" D 24 28 30 31 101-6" C 24 26 28 30 3.5 9' -8" T -0" B 22 25 27 28 10' -9" E 25 28 29 31 91-8" D 24 26 28 29 4 8'-6" 6' -5" C 22 25 26 28 10' -0" E 25 27 29 30 9' -0" D 25 26 27 29 4.5 T -6" 5' -11" C 22 24 26 27 9-3" E 26 27 28 30 8' -5" E 25 25 27 28 5 6' -9" 5' -6" C 23 24 26 27 F -9" F 26 26 28 30 T -11" E 25 25 27 28 5.5 6' -2" 5' -2" C 23 24 25 27 8' -3" F 27 27 28 29 7' -6" E 26 26 26 28 6 5' -8" 4' -10" C 23 23 25 26 T -9" F 27 27 27 29 T -1" E 26 26 26 27 6.5 5' -2" 4' -6" C 23 23 25 26 T -5" F 27 27 27 29 6' -9" F 26 26 26 27 7 4' -10" 4' -3" C 23 23 24 26 T -0" F 27 27 27 28 6' -6" F 27 27 27 27 7.5 4'-6" 4' -1" C 23 23 24 26 6' -9" F 28 28 28 28 6' -3" F 27 27 27 27 8 4' -3" T -10" C 23 23 24 25 6-5" F 28 28 28 28 6' -0" F 27 27 27 27 8.5 4' -0" 3' -8" C 23 23 24 25 6-2" F 28 28 28 28 5' -9" F 27 27 27 27 9 3' -9" 3' -6" C 24 24 24 25 5' -11" F 28 28 28 28 5' -6" F 27 27 27 27 9.5 1 3' -7" 1 3'-4" 1 C 1 24 1 24 1 24 1 25 11 5' -8" F 1 28 1 28 28 1 28 5'4" F 1 28 28 1 28 1 28 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 69 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA.' TABLE 6.1 0.042 "x3 "x8" Detail MU76 11' -10" Double 0.042 "0"x8" Detail MU 113 Double 0.040 "x2 "x6.5" MU 113 21 Attached Freestanding of 28 Attached Freestanding oI 24 Attached Freestanding of 31 11' -1" Structure Multispan Units 26 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 26 28 MAX POST LENGTH MAX 24 27 MAX POST LENGTH MAX 10' -2" C MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' ' 10' I 12' POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 115 5 7' -1" 5' -11" C (in) (in) (in) (in) 25 26 (in) (in) (in) (in) 25 26 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 3 11' -10" 8' -3" B 21 25 27 28 12' -5" C 24 27 29 31 11' -1" C 23 26 27 29 LIVE 3.5 10' -2" T5" B 21 25 26 28 11'-4" D 24 27 29 30 10' -2" C 23 25 27 28 LOAD 4 8' -11" U -10" B 21 24 26 27 10'-6" E 25 26 28 30 9'-6" D 24 25 26 28 ONLY 4.5 T -11" 64" C 22 24 25 27 9' -10" E 25 26 28 29 8' -10" D 24 24 26 27 115 5 7' -1" 5' -11" C 22 23 25 26 9' -3" E 25 26 27 29 8'-4" E 24 24 26 27 5.5 6' -5" 6-6" C 22 23 25 26 8'-8" E 26 26 27 28 T -11" E 25 25 25 27 6 5' -11" 6 -2" C 22 23 24 26 8' -3" F 26 26 27 28 T-6- E 25 25 25 27 6.5 5' -5" 4' -10" C 22 22 24 25 T -10" F 26 26 26 28 T -2" E 25 25 25 26 7 5' -1" 4' -T' C 22 22 24 25 7'S" F 26 26 26 28 6-10" E 26 26 26 26 7.5 4'4- 4'4" C 23 23 24 25 T -2" F 27 27 27 27 6' -7" F 26 26 26 26 8 4' -5" 4' -2" C 23 23 23 25 6-10" F 27 27 27 27 6'4" F 26 26 26 26 8.5 4' -2" T -11" C 23 23 23 24 6' -T' F 27 27 27 27 6' -1" F 26 26 26 26 9 T -11" 3'-9" C 23 23 23 24 6'-4" F 27 27 27 27 6 -11" F 27 27 27 27 9.5 T -9" 3' -T' C 23 23 23 24 6' -1" F 27 27 27 27 5' -8" F 27 27 27 27 10 3'S" T -5" C 23 23 23 24 5' -11" F 27 27 27 27 6 -6" F 27 27 27 27 11 1 3' -2" 1 T -2" 1 C 1 23 1 23 1 23 24 5'-6" 1 F 28 1 28 28 1 28 5-2" F 27 27 27 27 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 3 11' -10" T -10" B 21 26 27 29 11' -10" D 25 28 30 32 10' -T' C 24 26 28 30 LIVE 3.5 10' -2" T -1" B 22 25 27 28 10' -10" E 25 28 29 31 9' -9" C 24 26 28 29 LOAD 4 8' -11" 6'-6" C 22 25 26 28 10'4" E 26 27 29 30 9-1" D 25 26 27 29 ONLY 4.5 T -11" 6' -0" C 22 24 26 27 9'4" E 26 27 28 30 8'-6" E 25 25 27 28 115 5 T -1" 5' -7" C 23 24 26 27 8' -10" E 26 26 28 30 V -0" E 25 25 27 28 5.5 6' -5" 6 -2" C 23 24 25 27 8' -3" F 27 27 28 29 T -7" E 26 26 26 28 6 6 -11" 4' -10" C 23 23 25 26 T -10" F 27 27 27 29 T -2" E 26 26 26 27 6.5 5' -5" 4' -7" C 23 23 25 26 7'5" F 27 27 27 29 6-10" F 26 26 26 27 7 5' -1" 4'4" C 23 23 24 26 7' -1" F 27 27 27 28 6-6" F 27 27 27 27 7.5 4'4- 4' -1" C 23 23 24 26 6'4" F 28 28 28 28 6' -3" F 27 27 27 27 8 4' -5" 3' -11" C 23 23 24 25 6-6" F 28 28 28 28 6-0" F 27 27 27 27 8.5 4' -2" 3'-8" C 24 24 24 25 6' -3" F 28 28 28 28 5-10" F 27 27 27 27 9 3' -11" a-61 C 24 24 24 25 6' -0" F 28 28 28 28 5' -7" F 28 28 28 28 9.5 1 T -9" 1 3'-4" 1 C 1 24 1 24 1 24 1 25 11 5' -9" 1 F 1 28 1 28 1 28 1 28 11 5' -5" F 1 28 28 28 28 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11' -10" T-6" B 22 27 28 30 11' -5" D 25 29 31 32 10' -2" C 25 27 29 31 LIVE 3.5 10' -2" U -9" B 23 26 28 29 10' -5" E 26 28 30 32 9'-4" D 25 27 29 30 LOAD 4 8' -11" 6' -2" C 23 25 27 29 91-8" E 26 28 30 31 8'$" D 26 26 28 30 ONLY 4.5 7' -11" 51-8" C 23 25 27 28 T -0" E 27 28 29 31 8' -2" E 26 26 28 29 115 5 7' -1" 6 -3" C 23 25 26 28 8' -5" F 27 27 29 30 T$" E 26 26 27 29 5.5 65" 4' -11" C 24 24 26 27 T -11" F 28 28 29 30 T -3" E 27 27 27 29 6 6 -11" 4' -7" C 24 24 26 27 7'-6" F 28 28 28 30 V -10" F 27 27 27 28 6.5 6 -5" 4' 4" C 24 24 25 27 T -1" F 28 28 28 29 6' -7" F 27 27 27 28 7 5' -1" 4' -1" C 24 24 25 27 6' -9" F 28 28 28 29 6'4" F 28 28 28 28 7.5 4' -9" T -10" C 24 24 25 26 U-6" F 29 29 29 29 V -0" F 28 28 28 28 8 4' -5" 3'$" C 24 24 25 26 6' -2" F 29 29 29 29 5' -9" F 28 28 28 28 8.5 4' -2" S-6" C 24 24 24 26 5' -11" F 29 29 29 29 V-6" F 28 28 27 27 9 3' -11" 3' -0" C 24 24 24 26 5'-8" F 29 29 29 29 5' -0" F 29 29 9.5 3'-9" T -2" C 24 24 24 26 5'-6" F 29 29 29 29 5' -2" F 29 29 E2929 10 3'S" 3' -0" C 25 25 25 25 5' -3" F 29 29 29 29 6 -0" F 29 29 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1 TABLE 6.1 0.042 "x3 "x8" Detail MU76 Double 0.042 "x3 "x8" Detail MU113 Double 0.040 "x2 "x6.5" MU 113 B Attached Freestanding of 27 Attached Freestanding of D Attached Freestanding of 30 31 Structure Multispan Units 23 Structure Multis an Units 29 Structure Multispan Units GROUND TRIB POST MAX 25 27 MAX POST LENGTH MAX E 25 MAX POST LENGTH MAX 1 31 9' -3" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTS SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 28 115 5 5' -8" 5' -2" (in) (in) (in) (in) 24 25 (in) (in) (in) (in) F 26 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 9'4" T-4" B 21 25 27 29 11' -2" D 24 28 30 31 10' -1" C 23 26 28 29 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6'-8" C 21 25 27 28 10' -3" E 25 27 29 31 9' -3" D 24 26 27 29 8.6 4 7' -1" 6' -1" C 22 24 26 28 9' -6" E 25 27 29 30 8' -T' E 24 25 27 28 n/a 4.5 6' 4" 5' -T' C 22 24 26 27 8' -10" E 25 26 28 30 8' -0" E 25 25 27 28 115 5 5' -8" 5' -2" C 22 24 25 27 8' -3" F 26 26 28 29 T -6" E 25 25 26 28 5.5 5' -2" 4' -10" C 22 23 25 26 T -9" F 26 26 27 29 7' -1" E 25 25 26 27 6 4'4" 4'-6" C 22 23 25 26 7'4" F 26 26 27 29 6' -9" F 26 26 26 27 6.5 4'4" 4'4" C 23 23 24 26 T -0" F 27 27 27 28 6-5" F 26 26 26 27 7 4' -1" 4' -0" C 23 23 24 26 6' -8" F 27 27 27 28 6' -2" F 26 26 26 27 7.5 3'4" T -9" C 23 23 24 25 6'4" F 27 27 27 28 6 -11" F 26 26 26 27 8 3'S" T -T' C 23 23 24 25 6' -1" F 27 27 27 28 5-8" F 27 27 27 27 8.5 1 3' 41" 1 T -5" 1 C 1 23 1 23 1 23 1 25 11 6 -10" 1 F 27 27 27 27 5' -5" F 27 27 27 27 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 9'-6" T -0" B 22 26 28 29 19-8" E 25 29 30 32 9' -7" D 24 27 29 30 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6'4" C 22 26 27 29 9' -9" E 25 28 30 31 8' -10" D 25 26 28 30 8.6 4 T -1" 5' -9" C 22 25 27 28 9' -0" E 26 28 29 31 8' -2" E 25 26 28 29 n/a 4.5 6'4" 5' -3" C 23 25 26 28 8' -5" F 26 27 29 30 T -8" E 26 26 27 29 115 5 51-8" 4' -10" C 23 24 26 27 T -10" F 27 27 29 30 T -2" E 26 26 27 29 5.5 5' -2" 4'4" C 23 24 26 27 7' -5" F 27 27 28 30 6' -9" F 26 26 27 28 6 4' -9" 4' -3" C 23 24 25 27 T-9' F 27 27 28 29 6' -5" F 27 27 27 28 6.5 4'4" 4'4" C 23 23 25 26 6' -7" F 27 27 28 29 6' -2" F 27 27 27 1 28 7 4' -1" 3'-9" C 23 23 25 26 6'-4" F 28 28 28 29 6 -10" F 27 27 27 27 OVER- Post Description Max H t TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo HANG 9' B Muloo 0.024 "x3 "x3" Post w/ Side plat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' IT 18' 19' 20' 21' 22' 0' 3' 35 4' 4.5' 5' 5.5' 6' 6.5' T: 7.5' 8' 8.6 9' 9.5' 10' 105 11' 1' 35 4' 4.5' 5' 5.5' IT 6.5' 7' 7.6 8' 8.5' 9 9.5' 10' 10.5' 11' 11.6 2' n/a n/a n/a n/a n/a 6.5' 7' 7.5' 8' 8.6 9' 9.6 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a Na n/a n/a n/a n/a Na n/a 9.5' 10' 10.5' 11' 115 12' 12.6 4' n/a n/a Na n/a n/a n/a Na n/a n/a n/a n/a n/a n/a n/a Na 12.5' 13' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side plat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3116 "x3 "x3" Steel Square 12' L MU93 TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square . d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel S uare d= 47 15 1 L MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 70 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnamO-comcast.net =EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA.' TABLE 6.5 5" RF Fascia Detail MU16) 6.5" RF Fascia (Detail MU15 ) 6" Extruded Fascia (Detail MU31) A Attached Freestanding of 26 Attached Freestanding of B Attached Freestanding of 27 28 Structure Multispan Units 23 Structure Multispan Units 29 Structure Multispan Units GROUND TRIB POST MAX 24 26 MAX POST LENGTH MAX B 21 MAX POST LENGTH MAX 28 11' -1" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 28 5 13-T' 6-6" (in) (in) (in) (in) 23 25 (in) (in) (in) (in) B 22 (in) (in) (in) (in) 1ZU MPH EXPOSURE C or 140 MPH EXPOSURE B 10 3 22'4" T -10" A 20 25 26 28 8' -7" B 21 25 27 28 12' -3" B 23 26 28 29 LIVE 3.5 19' -5" T -1" B 21 24 26 27 7'-8" B 21 25 26 28 11' -1" C 24 26 27 29 LOAD 4 17' -0" 6' -6" B 21 24 25 27 T -0" B 21 24 26 27 1 10' -2" C 24 25 27 28 ONLY 4.5 15' -1" 6 %0" B 21 23 25 26 6' -5" B 22 24 25 27 9' -5" C 25 25 26 28 5 13-T' 6-6" B 21 23 25 26 5' -11" B 22 23 25 26 8'-9" C 25 25 26 27 5.5 12'4" 5' -2" B 22 23 24 26 6-6" B 22 23 25 26 8' -2" C 25 25 26 27 6 11'4" 4' -10" B 22 22 24 25 5' -2" B 22 23 24 26 7'-8" C 25 25 25 27 6.5 10' -5" 4' -7" B 22 22 24 25 4' -10" B 22 22 24 25 T -3" C 25 25 25 26 7 9'$" 4'-4" B 22 22 23 25 4' -T' B 22 22 24 25 6-10" C 26 26 26 26 7.5 9' -1" 4' -1" B 22 22 23 25 4'-4" B 22 22 23 25 6' -0" C 26 26 26 26 8 8'4" Y -10" B 22 22 23 24 4' -1" B 23 23 23 25 6' -2" C 26 26 26 26 8.5 8' -0" 3'-8" B 22 22 23 24 T -10" B 23 23 23 24 6 -11" D 26 26 26 26 9 7'-6" 3'-6" B 22 22 23 24 3'-8" B 23 23 23 24 6-8" D 26 26 26 26 9.5 T -2" 3'4" B 22 22 22 24 3'-6" B 23 23 23 24 5' -5" D 26 26 26 26 10 6-9" T -3" B 23 23 23 24 3'4" B 23 23 23 24 5' -2" D 26 26 26 26 11 6' -2" 3'-0" B 23 23 23 23 T -1" B 23 23 23 24 4' -10" D 27 27 27 27 12 5'-8" 2' -9" B 23 23 23 23 2' -10" B 23 23 23 23 4'-6" D 27 27 27 27 13 1 5' -2" 1 2' -T' I B 1 23 1 23 1 23 1 23 11 2'-8" 1 B 1 23 1 23 1 23 1 23 11 4' -2" 1 E 1 27 1 27 1 27 1 27 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22'4" 7'4" A 21 25 27 29 8' -0" B 21 26 28 29 11' 4" C 24 27 29 30 LIVE 3.5 19' -5" 6' -7" B 21 25 27 28 T -2" B 22 25 27 28 10' -5" C 25 26 28 30 LOAD 4 17'4" 6' -0" B 22 24 26 27 6'-6" B 22 25 26 28 9-6" C 25 26 28 29 ONLY 4.5 15' -1" 5'-6" B 22 24 26 27 5' -11" B 22 24 26 27 8' -9" C 25 25 27 29 5 13' -7" 6 -2" B 22 24 25 27 5'4" B 22 24 26 27 8' -1" C 26 26 27 28 5.5 12'4" 4' -9" B 22 23 25 26 5' -1" B 23 24 25 27 T -7" C 26 26 26 28 6 11'4" 4'-6" B 22 23 25 26 4' -9" B 23 23 25 26 7' -1" C 26 26 26 27 6.5 10' -5" 4' -2" B 22 23 24 26 4' -5" B 23 23 25 26 6'-8" C 26 26 26 27 7 9'$' 4' -0" B 23 23 24 26 4' -2" B 23 23 24 26 6'-4" C 26 26 26 27 7.5 9' -1" 3-9" B 23 23 24 25 T -11" B 23 23 24 25 6-0" D 27 27 27 27 8 8'-6" T -7" B 23 23 24 25 T -9" B 23 23 24 25 5' -9" D 27 27 27 27 8.5 V -0" 3' -5" B 23 23 23 25 T -T' B 23 23 24 25 5' -5" D 27 27 27 27 9 7'-6" T -3" B 23 23 23 25 X -5" B 23 23 23 25 64' D 27 27 27 27 9.5 T -2" 3' -1" B 23 23 23 25 T -3" B 23 23 23 25 5' -0" D 27 27 27 27 10 6'4" 3'4" B 23 23 23 24 3'4" B 23 23 23 24 4' -9" D 27 27 27 27 11 6-2" 2' -9" B 23 23 23 24 T -10" B 24 24 24 24 4' -5" D 27 27 27 27 12 6-8" 2'4" B 23 23 23 24 2' -7" B 24 24 24 24 4' -1" E 27 27 27 27 13 1 6 -2" 1 2'4" 1 B 1 23 1 23 1 23 1 24 1 2' -5" 1 B 1 24 1 24 1 24 1 24 1 T -10" E 1 28 1 28 1 28 1 28 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22'4" 6' -11" B 22 26 28 29 T-6" B 22 26 28 30 10' -10" C 25 28 29 31 LIVE 3.5 19' -5" 6' -2" B 22 25 27 29 6'-8" B 22 26 28 29 9' -9" C 25 27 29 30 LOAD 4 17'-0" 514" B 22 25 27 28 6' -1" B 23 25 27 29 8' -11" C 26 26 28 30 ONLY 4.5 15' -1" 6 -2" B 22 25 26 28 5'-6" B 23 25 27 28 8'4" C I 26 26 28 29 5 13' -7" 4' -9" B 23 24 26 27 5' -1" B 23 24 26 28 T -7" C 26 26 27 29 5.5 12' -0" 4' -5" B 23 24 26 27 4' -9" B 23 24 26 27 T -1" C 27 27 27 28 6 11'4" 4' -2" B 23 24 25 27 4' -5" B 23 24 25 27 6'-8" C 27 27 27 28 6.5 10' -5" T -11" B 23 23 25 26 4' -1" B 23 24 25 27 6' -3" D 27 27 27 28 7 91-8" 3'-8" B 23 23 25 26 a -10" B 24 24 25 26 5' -11" D 27 27 27 28 7.5 9' -1" 3'-6" B 23 23 24 26 3'-8" B 24 24 25 26 5' -7" D 27 27 27 27 8 8'-6" 3'4" B 23 23 24 26 T -5" B 24 24 24 26 5'4" D 27 27 27 27 8.5 8' 4" 3' -2" B 23 23 24 25 T -3" B 24 24 24 26 5' -1" D 28 28 28 28 9 T-6" T -0" B 24 24 24 25 3' -1" B 24 24 24 25 4' -10" D 28 28 28 28 9.5 T -2" 2' -10" B 24 24 24 25 T -0" B 24 24 24 25 4'-8" D 28 28 28 28 10 6' -9" 2'4" B 24 24 24 25 2-10" B 24 24 24 25 4' -5" E 28 28 28 28 11 6' -2" 2'-6" B 24 24 24 25 2' -7" B 24 24 24 25 4' -1" E 28 28 28 28 12 51-8" 2'4" B 24 24 24 24 2' -5" B 24 24 24 25 T -10" E 28 28 28 28 13 1 6 -2" 1 2' -2" 1 B 1 24 1 24 1 24 1 24 11 2'4" 1 B 1 24 1 24 24 24 3-7" E 28 28 1 28 28 TABLE 6.5 5" RF Fascia Detail MU16) 6.5" RF Fascia (Detail MU15) 6" Extruded Fascia (Detail MU31 B Attached Freestanding of 25 Attached Freestanding of B Attached Freestanding of 26 27 Structure Multispan Units 22 Structure Multispan Units 28 Structure Multispan Units GROUND TRIB POST MAX 23 25 MAX POST LENGTH MAX B 20 MAX POST LENGTH MAX 27 9' -1" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTEF 8' 1 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAS SPACINE POST SIZE CONSTRAINED FOOTS PACIN POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" I "d" "d" (FT) TYPE "d" "d" "d" "d" 27 5 6'4" 4' -5" (in) (in) (in) (in) 22 24 (in) (in) (in) (in) B 20 (in) (in) (in) (in) I I or 14U MPH EXPUSURE B or 140 MPH EXPOSURE B 25 3 11'-4" 6' -5" B 19 24 25 27 6' -11" B 19 24 26 27 10' -1" C 22 25 27 28 3.5 91-8" 6 -9" B 19 23 25 26 6' -2" B 20 24 25 27 9' -1" C 22 25 26 28 4 8'-6" 5'4" B 19 23 24 26 5' -T' B 20 23 25 26 8' -3" C 23 24 26 27 4.5 7'-6" 4' -10" B 20 22 24 25 5' -1" B 20 23 24 26 T -T' C 23 24 25 27 5 6'4" 4' -5" B 20 22 24 25 4' -8" B 20 22 24 25 7' -1" C 23 23 25 26 5.5 6' -2" 4' -1" B 20 22 23 25 4'-4" B 20 22 24 25 6' -T' C 23 23 25 26 6 5-8" 3-10" B 20 21 23 24 4' -0" B 20 22 23 25 6' -2" D 23 23 24 26 6.5 5' -2" T -T' B 20 21 23 24 3' -9" B 21 21 23 24 5' -9" D 24 24 24 25 7 4' -10" X -5" B 20 21 23 24 T -T' B 21 21 23 24 5' -5" D 24 24 24 25 7.5 4'4" T -2" B 20 21 22 24 3'-4" B 21 21 22 24 6 -2" D 24 24 24 25 8 4' -3" X -0" B 20 21 22 23 T -2" B 21 21 22 24 4' -11" D 24 24 24 25 8.5 4' -0" 2' -11" B 21 21 22 23 T -0" B 21 21 22 23 4' -8" D 24 24 24 24 9 1 3' -9" 2' -9" B 21 21 22 23 2' -10" B 21 21 22 23 4' -5" E 24 24 24 24 9.5 3' -T' 2' -T' B 21 21 22 23 2' -9" B 21 21 22 23 4' -3" E 24 24 24 24 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 11'4" 6-1" B 20 24 26 28 6-T' B 20 25 26 28 9-7" C 23 26 28 29 3.5 91-8" 5' -5" B 20 24 26 27 5' -10" B 20 24 26 27 8' -7" C 23 25 27 28 4 8'-6" 4' -11" B 20 23 25 27 5' -3" B 21 24 25 27 T -10" C 24 25 26 28 4.5 7'-6" 4' -6" B 20 23 25 26 4' -10" B 21 23 25 26 T -2" C 24 24 26 27 5 6' -9" 4' -2" B 21 23 24 26 4' -5" B 21 23 25 26 6'4" C 24 24 26 27 5.5 6' -2" T -10" B 21 22 24 25 4' -1" B 21 23 24 26 6' -2" D 24 24 25 27 6 5' -8" T -T' B 21 22 24 25 3' -9" B 21 22 24 25 5'4" D 24 24 25 26 6.5 5' -2" T -5" B 21 22 23 25 T -6" B 21 22 24 25 5' -5" D 24 24 25 26 7 4' -10" T -2" B 21 22 23 25 3'-4" B 21 22 23 25 5' -1" D 25 25 25 26 7.5 4'-6" T -0" B 21 21 23 24 3' -1" B 21 22 23 25 4' -10" D 25 25 25 26 8 4' -3" 2' -10" B 21 21 23 24 2' -11" B 21 21 23 24 4'-7" E 25 25 25 25 8.5 4' 4" 2' -8" B 21 21 23 24 2' -10" B 21 21 23 24 4'4" E 25 25 25 25 9 T -9" 2' -T' B 21 21 22 24 2'-8" B 22 22 23 24 1 4' -2" E 25 25 25 25 9.5 1 T -T' 1 2' -5" 1 B 1 21 1 21 1 22 1 24 11 2'-6" 1 B 22 22 22 24 4' -0" E 1 25 1 25 25 1 25 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 71 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.5 5" RF Fascia Detail MU16) 6.5" RF Fascia (Detail MU15) 6" Extruded Fascia (Detail MU31) B Attached Freestanding of 25 Attached Freestanding of B Attached Freestanding oI 26 27 Structure Multispan Units 22 Structure Multispan Units 28 Structure Multispan Units GROUND TRIB POST MAX 23 25 MAX POST LENGTH MAX B 20 MAX POST LENGTH MAX 27 9' -2" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' 1 10' I 12' POST MIN FOOTER 8' 1 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" "d" "d" "d" 27 11.6 5 T -1" 4' -0" (in) (in) (in) (in) 22 24 (in) (in) (in) (in) B 20 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 3 11' -10" 61-6" B 19 24 25 27 T -0" B 19 24 26 27 10' -3" C 22 25 27 28 LIVE 3.5 10' -2" 6 -10" B 19 23 25 26 6' -3" B 20 24 25 27 9' -2" C 22 25 26 28 LOAD 4 8' -11" 64" B 20 23 24 26 5'-8" B 20 23 25 26 8' -5" C 23 24 26 27 ONLY 4.5 7' -11" 4' -10" B 20 22 24 25 5' -2" B 20 23 24 26 T-8" C 23 24 25 27 11.6 5 T -1" 4' -0" B 20 22 24 25 4'4" B 20 22 24 25 T -2" C 23 23 25 26 5.5 6' -5" 4' -2" B 20 22 23 25 4' -5" B 20 22 24 25 6'4" C 23 23 25 26 6 5' -11" 3-11" B 20 22 23 24 4'4" B 21 22 23 25 6' -3" D 24 24 24 26 6.5 5' -5" 3'-8" B 20 21 23 24 T -10" B 21 21 23 24 5' -10" D 24 24 24 25 7 5' -1" T -5" B 20 21 23 24 T -T' B 21 21 23 24 5'-6" D 24 24 24 25 7.5 4' -9" 3'4" B 20 21 22 24 T -5" B 21 21 23 24 5'4" D 24 24 24 25 8 4' -5" 3' -1" B 21 21 22 24 3' -2" B 21 21 22 24 6 -0" D 24 24 24 25 8.5 4'-2" 2' -11" 8 21 21 22 23 T -0" B 21 21 22 23 4' -9" D 24 24 24 24 9 T -11" 2' -9" B 21 21 22 23 2' -11" B 21 21 22 23 4'4" D 24 24 24 24 9.5 3'4- 2'4" B 21 21 22 23 2'4" B 21 21 22 23 4'4" E 24 24 24 24 10 3'-6" 2'-6" B 21 21 21 23 2'-8" B 21 21 22 23 4' -2" E 24 24 24 24 11 X -2" 2' -4" B 21 21 21 23 2' -5" B 21 21 21 23 T -10" E 25 25 25 25 20 3 11' -10" 6' -2" B 20 25 26 28 6'-8" B 20 25 27 28 9-8" C 23 26 28 29 LIVE 3.5 10' -2" 5'-6" B 20 24 26 27 5' -11" B 20 24 26 27 8'4- C 23 25 27 29 LOAD 4 V -11" 5-9' B 20 24 25 27 5'4" B 21 24 25 27 7'41" C 24 25 27 28 ONLY 4.5 T -11" 4' -T' B 20 23 25 26 4' -10" B 21 23 25 26 T -3" C 24 24 26 28 11.6 5 T -1" 4' -3" B 21 23 24 26 4' -5" B 21 23 25 26 6-9" C 24 24 26 27 5.5 6' -5" 3-11" B 21 22 24 25 4' -1" B 21 23 24 26 6' -3" D 24 24 25 27 6 5' -11" 3-8" B 21 22 24 25 T -10" B 21 22 24 25 V -10" D 24 24 25 26 6.5 5' -5" T -5" B 21 22 23 25 3' -T' B 21 22 24 25 5'S" D 25 25 25 26 7 5' -1" T -3" B 21 22 23 25 3'4" B 21 22 23 25 6 -2" D 25 25 25 26 7.5 4' -9" 3-0" B 21 21 23 24 T -2" B 21 22 23 25 4' -11" D 25 25 25 26 8 4' -5" 2' -11" B 21 21 23 24 3' 4" B 22 22 23 24 4'-8" D 25 25 25 25 8.5 4' -2" 7 -9" B 21 21 23 24 Z -10" B 22 22 23 24 4' -5" E 25 25 25 25 9 T -11" 2' -7" B 21 21 22 24 2'4" B 22 22 23 24 4' -3" E 25 25 25 25 9.5 T -9" 2-6" B 21 21 22 24 2' -T' B 22 22 22 24 4' -0" E 1 25 25 1 25 25 20 3 11' -10" 5' -10" B 20 25 27 28 6' -3" B 21 26 27 29 9-3" C 24 27 28 30 LIVE 3.5 10' -2" 6 -3" B 21 25 26 28 5' -T' B 21 25 27 28 8' -3" C 24 26 28 29 LOAD 4 V -11" 4' -9" B 21 24 26 27 5-0" B 21 24 26 28 1 T-6" C 24 26 27 29 ONLY 4.5 T -11" 4'4" B 21 24 25 27 4' -7" B 22 24 26 27 6'41" C 25 25 27 28 11.6 5 T -1" 4' -0" B 21 23 25 26 4' -2" B 22 24 25 27 64, C 25 25 26 28 5.5 6' -5" 3'-8" B 21 23 25 26 3' -11" B 22 23 25 26 6 -11" D 25 25 26 28 6 5' -11" 3-5" B 22 23 24 26 3' -T' B 22 23 25 26 6-6" D 25 25 26 27 6.5 5' -5" 3-3" B 22 22 24 26 3'41 B 22 23 24 26 5' -2" D 25 25 25 27 7 5' -1" a -0" B 22 22 24 25 3' -7' B 22 22 24 26 4' -11" D 25 25 25 27 7.5 4' -9" 7 -10" B 22 22 24 25 3' -0" B 22 22 24 25 4' -T' D 26 26 26 26 8 4'5" 7$" B 22 22 23 25 7 -10" B 22 22 24 25 4'5" E 26 26 26 26 8.5 4' -2" 2' -7" B 22 22 23 25 2'-8" B 22 22 23 25 4' -2" E 26 26 26 26 9 3' -11" 2' -5" B 22 22 23 25 2'-6" B 22 22 23 25 4' -0" E 26 26 26 26 9.5 3' -9" 2'-4" B 22 22 23 24 2' -5" B 22 22 23 25 T -9" E 1 26 1 26 26 1 26 10 1 3'-6" 1 2' -3" 1 B 1 22 1 22 1 23 1 24 11 2' -3" 1 B 1 22 1 22 1 23 1 24 3'-8" 1 E 26 26 26 26 GENE AL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5 TABLE 6.5 5" RF Fascia Detail MU16 6.5" RF Fascia (Detail MU 15) 6" Extruded Fascia (Detail MU31) B T Attached Freestanding oI 26 Attached Freestanding of B Attached Freestanding of 26 28 Structure Multispan Units 22 Structure Multispan Units 29 Structure Multispan Units GROUND TRIB POST MAX 24 25 MAX POST LENGTH MAX B 20 MAX POST LENGTH MAX 27 8' -1" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' 1 12' POST MIN FOOTE 8' I 10' I 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTER PACIN POST SIZE CONSTRAINED FOOTERSPACIN 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 27 11.6 5 5'4" 3-11" (in) (in) (in) (in) 22 24 (in) (in) (in) (in) B 20 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 9'4" 6 -9" B 19 24 26 27 6' -2" B 20 25 26 28 9' -0" C 22 26 27 29 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 5' -1" B 20 24 25 27 5'4" B 20 24 26 27 8' -1" C 23 25 27 28 8.6 4 T -1" 4' -8" B 20 23 25 26 4'-11" B 20 23 25 26 7'4" C 23 25 26 28 n/a 4.5 6'-4" 4' -3" B 20 23 24 26 4' -6" B 20 23 25 26 6'4" C 23 24 26 27 11.6 5 5'4" 3-11" B 20 22 24 25 4'4" B 20 23 24 26 6' -3" D 23 24 25 27 5.5 5' -2" T -T' B 20 22 24 25 3'4" B 21 22 24 25 6 -10" D 24 24 25 26 6 4' -9" 3'4" B 20 22 23 25 T -6" B 21 22 24 25 6 -5" D 24 24 25 26 6.5 4'4" T -2" B 20 22 23 25 T -3" B 21 22 23 25 5'4" D 24 24 24 26 7 4' -1" 2' -11" B 21 21 23 24 T -1" B 21 21 23 24 4' -9" D 24 24 24 26 7.5 T -9" 2' -9" B 21 21 23 .24 2' -11" B 21 21 23 24 4'S" E 24 24 24 25 8 S -6" 2' -8" B 21 21 23 24 7 -9" B 21 21 23 24 4' -3" E 24 24 24 25 8.5 1 3'4" 1 2' -6" B 1 21 1 21 1 22 24 11 2' -7" B 21 21 22 1 24 4'4" E 24 24 24 25 30 3 9'-6" 5' -5" B 20 25 26 28 5' -9" B 20 25 27 28 8' -7" C 23 26 28 30 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 4' -10" B 20 24 26 27 5' -2" B 21 25 26 28 7' -8" C 23 26 27 29 8.6 4 T -1" 4'4" B 20 24 25 27 4' -7" B 21 24 26 27 6-11" C 24 25 27 28 n/a 4.5 6'-4" 4'4- B 21 23 25 26 4' -2" B 21 24 25 27 64, C 24 25 26 28 11.6 5 5'-8" T -8" B 21 23 25 26 3-10" B 21 23 25 26 5' -10" D 24 24 26 27 5.5 5' -2" 3' -5" B 21 23 24 26 3'-6" B 21 23 25 26 5' -5" D 24 24 26 27 6 4' -9" T -2" B 21 22 24 26 T -3" B 21 23 24 26 514" D 25 25 25 27 6.5 4'-4" 2' -11" B 21 22 24 25 T -1" B 21 22 24 25 4' -9" D 25 25 25 27 7 1 4' -1" 1 2' -9" 1 B 1 21 1 22 1 24 1 25 Z -10" 1 B 1 21 1 22 1 24 1 25 11 4'S" 1 E 25 25 25 1 26 OVER- Post Description Max H t TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum HANG 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' T 8' 9' 19 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' T 35 4' 4.5' 5' 55 6' 6.5' T 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 1' 35 4' 4.5' 6 55 6' 6.5' 7' 7.6 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a n/a n/a 6.5' 7' 75 8' 8.5' 9' 9.6 10' 10.5' 11' 11.5' 12' 3' n/a n/a n/a n/a n/a n/a n/a Na n/a n/a 95 10' 10.5' 11' 11.6 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a Na n/a n/a n/a n/a n/a n/a Na 12.5' 13' 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" SquarE 12' 1 K MU50 3/16 "x3 "x3" Steel Squan 12' 1 L MU93 TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C IMU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MI 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel Square d= 47 15 L MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/2412014 Page 72 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outnam(cDcomcast.net =EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.6 7" RF Alum Fascia t= 0.040" MU09) 7" RF Alum Fascia t= 0.050" MU09) Samson Gutter Fascia Detail MU20) 19 Attached Freestanding of 27 Attached Freestanding oI 21 Attached Freestanding of 29 12'4" Structure Multis an Units 26 Structure Multis an Units LIVE Structure Multis an Units GROUND TRIB POST MAX 25 26 MAX POST LENGTH MAX 21 25 MAX POST LENGTH MAX 11' -5" C MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" I "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 5 13' -7" 4' -2" A (in) I (in) (in) 23 25 (in) (in) (in) (in) 22 23 (in) (in) (in) (in) TABLE 6.6 7" RF Alum Fascia (t= 0.040" MU09 ) 7" RF Alum Fascia t= 0.050" MU09 Samson Gutter Fascia (Detail MU20 19 Attached Freestanding oI 27 Attached Freestanding of 21 Attached Freestanding of 29 12'4" Structure Multis an Units 26 Structure Muftis an Units 11 LIVE Structure Multis an Units GROUND TRIB POST MAX 25 26 MAX POST LENGTH MAX 21 25 MAX POST LENGTH MAX 11' -5" C MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' ' 10' I 12' POST MIN FOOTS 8' I 19 I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACIN 15' -1" POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" d" I "d" (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" I "d" 5 13' -7" 4' -2" A (in) I (in) (in) (in) 23 25 (in) (in) (in) (in) 22 23 (in) I (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 10 3 22' -8" 6' -5" A 19 24 25 27 9' -0" B 21 26 27 29 12'4" B 23 26 28 29 LIVE 3.5 19' -5" 5' -8" A 19 23 25 26 8' -0" B 21 25 26 28 11' -5" C 24 26 27 29 LOAD 4 17' -0" 5'4" A 19 23 24 26 T -3" B 22 24 26 27 10'-6" C 25 25 27 28 ONLY 4.5 15' -1" 4' -T' A 19 22 24 25 6' -7" B 22 24 25 27 T -9" C 25 25 27 28 5 13' -7" 4' -2" A 19 22 23 25 6' -1" B 22 23 25 26 9' -2" C 25 25 26 28 5.5 12'-4" Y -10" A 20 21 23 24 5' -T' B 22 23 25 26 8' -7" C 26 26 26 27 6 11'-4" 3' -7" A 20 21 23 24 5' -3" B 22 23 24 26 8' -2" C 26 26 26 27 6.5 10' -5" 3'-4" A 20 21 22 24 4' -11" B 22 22 24 25 T -9" D 26 26 26 27 7 91-8" T -1" A 20 21 22 24 4' -T' B 22 22 24 25 T-4" D 26 26 26 27 7.5 9' -1" 2' -11" A 20 20 22 23 4'4" B 23 23 23 25 T -0" D 26 26 26 26 8 8'-6" 2' -9" A 20 20 22 23 4' -1" B 23 23 23 25 6'-8" D 27 27 27 27 8.5 8' -0" 2-7" A 20 20 22 23 S -10" B 23 23 23 24 6' -5" E 27 27 27 27 9 7'S" 2'5" A 20 20 21 23 3'-8" B 23 23 23 24 6' -2" E 27 27 27 27 9.5 T -2" 2'-4" A 20 20 21 23 3'-6" B 23 23 23 24 5' -11" E 27 27 27 27 10 6-9" 2' -3" A 20 20 21 22 3'4" B 23 23 23 24 5' -9" E 27 27 27 27 11 6' -2" 2' -0" A 20 20 21 22 3' -1" B 23 23 23 24 5'4" E 27 27 27 27 12 5' -8" 1' -10" A 20 20 21 22 2' -10" B 23 23 23 23 5' -0" E 28 28 28 28 13 1 5' -2" 1 1' -9" 1 A 1 20 1 20 1 21 1 22 L 2'-8" B 23 23 23 1 23 4' -9" E 28 28 28 28 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22'-8" 6 -11" A 19 24 26 27 8' -0" B 22 26 28 29 11'-8" C 24 27 29 30 LIVE 3.5 19' -5" 5' -2" A 20 24 25 27 T -5" B 22 25 27 29 10' -9" C 25 27 28 30 LOAD 4 17' -0" 4'-8" A 20 23 25 26 6'-8" B 22 25 27 28 9-10" C 25 26 28 29 ONLY 4.5 15' -1" 4' -2" A 20 23 24 26 6' -1" B 22 24 26 28 9 -2" C 26 26 27 29 5 13' -7" SAY* A 20 22 24 25 5' -T' B 23 24 26 27 8' -7" C 26 26 27 28 5.5 12'-4" X-6" A 20 22 24 25 5' -2" B 23 24 25 27 8' -1" C 26 26 27 28 6 11'-4" S -3" A 20 22 23 25 4' -10" B 23 23 25 26 T -7" D 27 27 27 28 6.5 10' -5" Y -0" A 20 21 23 24 4'-6" B 23 23 25 26 7' -2" D 27 27 27 28 7 9-8" Z -10" A 20 21 23 24 4'-2" B 23 23 24 26 V -10" D 27 27 27 27 7.5 9' -1" 2'-8" A 20 21 22 24 Y -11" B 23 23 24 25 6-6" E 27 27 27 27 8 8'-6" 2'-6" A 20 21 22 24 3' -9" B 23 23 24 25 6' -3" E 27 27 27 27 8.5 8' -0" 2'-4" A 20 21 22 24 3'S" B 23 23 24 25 6' -0" E 28 28 28 28 9 T-6" 2' -3" A 20 20 22 23 T-4" B 23 23 23 25 5' -9" E 28 28 28 28 9.5 T -2" 2' -1" A 20 20 22 23 T -2" B 23 23 23 25 5'S" E 28 28 28 28 10 6-9" Z -0" A 20 20 22 23 3' -1" B 23 23 23 24 64" E 28 28 28 28 11 6-2" 1' -10" A 20 20 21 23 2' -9" B 23 23 23 24 5' 4" E 28 28 28 28 12 6$' 1'4" A 20 20 21 23 2' -T' B 23 23 23 24 4'-8" E 29 29 29 29 13 1 6 -2" 1 1' -7" I A 1 20 1 20 1 21 1 23 11 2' -6' 1 B 1 24 1 24 1 24 1 24 11 4' -4" I E 1 29 1 29 1 29 1 29 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22'-8" 6-61 A 20 25 27 28 T -9" B 22 27 28 30 11' -1" C 25 28 30 31 LIVE 3.5 19' -5" 4' -10" A 20 24 26 27 6-11" B 23 26 28 29 10' -1" C 26 27 29 31 LOAD 4 1 T -0" 4' -3" A 20 24 25 27 6' -3" B 23 25 27 29 9'-4" C 26 27 28 30 ONLY 4.5 15' -1" T -10" A 20 23 25 26 51-8" B 23 25 27 28 9-8" C 27 27 28 30 5 13' -7" 3'-6" A 20 23 24 26 5' -2" B 23 25 26 28 8' -1" C 27 27 28 29 5.5 12' 4" Y -3" A 20 22 24 26 4' -9" B 23 24 26 27 T -T' D 27 27 27 29 6 1114" 3' -0" A 21 22 24 25 4' -5" B 23 24 25 27 T -2" D 27 27 27 29 6.5 19 -5" 2' -9" A 21 22 24 25 4' -2" B 24 24 25 27 6' -9" D 28 28 28 28 7 9' -8" 21-7" A 21 22 23 25 3' -10" B 24 24 25 26 6' -5" E 28 28 28 28 7.5 9' -1" 2' -5" A 21 21 23 25 3'-8" B 24 24 25 26 6-1" E 28 28 28 28 8 8'-6" Z -3" A 21 21 23 24 T -5" B 24 24 24 26 5' -10" E 28 28 28 28 8.5 V -0" 2' -2" A 21 21 23 24 T -3" B 24 24 24 26 5' -T' E 28 28 28 28 9 7'-6" Z -0" A 21 21 22 24 3' -1" B 24 24 24 25 5' -4" E 29 29 29 29 9.5 T -2" 1' -11" A 21 21 22 24 2' -11" B 24 24 24 25 5' -2" E 29 29 29 29 10 6-9" 1' -10" A 21 21 22 24 2' -10" B 24 24 24 25 6 -0" E 29 29 29 29 11 6-2" 1' -8" A 21 21 22 23 2' -7" B 24 24 24 25 4' -7' E 29 29 29 29 12 5'-8" 1'-6" A 21 21 22 24 2'-4" B 24 24 24 24 4'-4" E 29 29 29 29 13 1 5' -2" 1 1' -5" A 21 1 21 1 22 24 2' -2" 1 B 1 24 1 24 1 24 1 24 4' -1" F 29 1 29 29 29 25 3 11'-4" 5' -0" A 17 23 24 26 T -2" B 20 24 26 27 10' -5" C 22 25 27 28 3.5 9' -8" 4' -5" A 18 22 24 25 6'-4" B 20 24 25 27 91-6" C 23 25 26 28 4 8'-6" T -11" A 18 22 23 24 6 -9" B 20 23 25 26 8' -9" C 23 24 26 27 4.5 T-6" 3' -6" A 18 21 23 24 5' -2" B 20 23 24 26 8' -1" C 23 24 26 27 5 6' -9" T -2" A 18 21 22 24 4' -9" B 20 22 24 25 7'-6" D 24 24 25 27 5.5 6' -2" 2' -11" A 18 20 22 23 4'-4" B 20 22 24 25 7' -1" D 24 24 25 26 6 5'-8" 2' -8" A 18 20 22 23 4' -1" B 20 22 23 25 6'-8" E 24 24 25 26 6.5 5' -2" 2' -6" A 18 20 21 23 3' -9" B 21 21 23 24 6'4" E 24 24 24 26 7 4' -10" 2'4" A 18 20 21 23 T -6" 8 21 21 23 24 6' -0" E 25 25 25 26 7.5 4'-6" 2' -2" A 18 20 21 22 3'4" B 21 21 22 24 6-8" E 25 25 25 25 8 4' -3" 2' -1" A 18 19 21 22 T -2" B 21 21 22 24 5' -5" E 25 25 25 25 8.5 4' -0" 1' -11" A 18 19 21 22 2' -11" B 21 21 22 23 5' -2" E 25 25 25 25 9 3-9" 1' -10" A 18 19 21 22 2' -10" B 21 21 22 23 5' -0 E 25 25 25 25 9.5 1 3' -7" 1' -9" I A 18 1 19 20 22 2' -8" B 21 21 22 23 4' -9" E 25 25 25 25 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 11'4" 4'-8" A 18 23 25 26 6-9" B 20 25 27 28 9' -11" C 23 26 28 29 3.5 9' -8" 4' -1" A 18 23 24 26 6' -0" B 21 24 26 27 9' -0" C 24 26 27 29 4 8'S" 3' -8" A 18 22 24 25 514" B 21 24 25 27 8'4" C 24 25 27 28 4.5 7'-6" 3' -3" A 18 22 23 25 4' -10" B 21 23 25 26 T-8" D 24 25 26 28 5 6' -9" T -0" A 18 21 23 24 4' -5" B 21 23 25 26 T -2" D 25 25 26 27 5.5 6-2" 2' -9" A 18 21 23 24 4'4" B 21 23 24 26 6'-8" E 25 25 26 27 6 5'-8" 2' -6" A 18 21 22 24 3' -9" B 21 22 24 25 6'4" E 25 25 25 27 6.5 5' -2" 2'4" A 19 21 22 24 T -6" B 21 22 24 25 6' -0" E 25 25 25 27 7 4' -10" 2' -2" A 19 20 22 23 T -3" B 21 22 23 25 5'-8" E 25 25 25 26 7.5 4'-6" 2' -0" A 19 20 22 23 3' -1" B 21 21 23 25 5-5" E 26 26 26 26 8 4' -3" 1' -11" A 19 20 21 23 Z -11" B 21 21 23 24 5' -Z' E 26 26 26 26 8.5 4' -0" 1' -10" A 19 20 21 23 2' -9" B 21 21 23 24 4' -11" E 26 26 26 26 9 3'4" 1' -8" A 19 20 21 23 2' -T' B 21 21 22 24 4'-8" E 26 26 26 26 9.5 3' -7" 1' -T' A 19 19 21 22 2' -6" B 21 21 22 24 11 4'-6" 1 E 1 26 1 26 26 26 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 73 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.6 7" RF Alum Fascia t= 0.040" MU09 7" RF Alum Fascia t= 0.050" MU09) Samson Gutter Fascia (Detail MU20 23 Attached Freestanding of 7' -3" Attached Freestanding of 24 Attached Freestanding of 10' -T' C Structure Multispan Units 27 Structure Multis an Units 3.5 Structure Multis an Units GROUND TRIB POST MAX 25 6' -5" MAX POST LENGTH MAX 24 25 MAX POST LENGTH MAX C 23 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' ( 12' POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' 1 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC- POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" Cr. " "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 5 T -1" S -3" A 18 (in) (in) (in) (in) 24 4' -10" (in) (in) (in) (in) 22 24 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 3 11' -10" 5'4" A 18 23 24 26 7' -3" B 20 24 26 27 10' -T' C 22 25 27 28 LIVE 3.5 10' -2" 4'-6" A 18 22 24 25 6' -5" B 20 24 25 27 9' -7" C 23 25 27 28 LOAD 4 8' -11" 4' -0" A 18 22 23 25 F -10" B 20 23 25 26 8' -10" C 23 24 26 27 ONLY 4.5 T -11" 3' -T' A 18 21 23 24 5' -3" B 20 23 24 26 V -2" C 23 24 26 27 11.5' 5 T -1" S -3" A 18 21 22 24 4' -10" B 20 22 24 25 T -7" D 24 24 25 27 5.5 6' -5" 3-0" A 18 21 22 23 4' -5" B 20 22 24 25 T -2" D 24 24 25 26 6 5' -11" 2' -9" A 18 20 22 23 4' -1" B 21 22 23 25 6' -9" D 24 24 25 26 6.5 5' -5" 2' -7" A 18 20 21 23 S -10" B 21 21 23 24 64" E 24 24 24 26 7 5' -1" 2'4" A 18 20 21 23 3' -T' B 21 21 23 24 6' -1" E 25 25 25 26 7.5 4' -9" 2' -3" A 18 20 21 22 3'4" B 21 21 22 24 5' -9" E 25 25 25 25 8 4' -5" 2' -1" A 18 19 21 22 T -2" B 21 21 22 24 5'-6" E 25 25 25 25 8.5 4' -2" 2' -0" A 18 19 21 22 3' -0" B 21 21 22 23 5' -3" E 25 25 25 25 9 N -11" 1' -10" A 18 19 21 22 2' -10" B 21 21 22 23 5' -0" E 25 25 25 25 9.5 3' -9" V -9" A 18 19 20 22 2'-8" B 21 21 22 23 4' -10" E 25 25 25 25 10 3'-6" 11-8" A 18 19 20 22 2' -7" B 21 21 22 23 4'-8" E 1 25 25 25 25 11 1 3' -2" 1 1' -6" A 1 18 1 19 1 20 1 22 11 2' -4" 1 B 1 21 1 21 1 21 1 23 4'4" E 26 26 26 26 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 3 11' -10" 4' -9" A 18 23 25 26 6-10" B 20 25 27 28 10'4" C 23 26 28 29 LIVE 3.5 10' -2" 4' -2" A 18 23 24 26 6' -1" B 21 24 26 28 9' -1" C 24 26 27 29 LOAD 4 8' -11" 3'-8" A 18 22 24 25 5' -5" B 21 24 26 27 8'-4" C 24 25 27 28 ONLY 4.5 T -11" 3'4" A 18 22 23 25 4' -11" B 21 23 25 26 T -9" D 24 25 26 28 11.5' 5 7' -1" 3-0" A 18 21 23 24 4' -0" B 21 23 25 26 T -3" D 25 25 26 28 5.5 6' -5" 2' -9" A 19 21 23 24 4' -2" B 21 23 24 26 6' -9" D 25 25 26 27 6 5' -11" T -7" A 19 21 22 24 Y -10" B 21 22 24 25 6' -5" E 25 25 25 27 6.5 5' -5" 2'-4" A 19 21 22 24 T -T' B 21 22 24 25 6' -0" E 25 25 25 27 7 5' -1" 2' -2" A 19 20 22 23 3' -4" B 21 22 23 25 5' -9" E 26 26 26 26 7.5 4' -9" 2' -1" A 19 20 22 23 T -2" B 21 22 23 25 5' -5" E 26 26 26 26 8 4' -5" 1' -11" A 19 20 22 23 2-11" B 21 21 23 24 5' -2" E 26 26 26 26 8.5 4' -2" 1' -10" A 19 20 21 23 2' -9" B 21 21 23 24 &-a, E 26 26 26 26 9 T -11" 114" A 19 20 21 23 2'-8" B 22 22 23 24 4' -9" E 1 26 26 1 26 26 9.5 1 3' -9" 1 1'-8" A 1 19 1 19 1 21 1 22 11 2-6- 1 B 1 22 22 1 22 1 24 4' -T' E 26 26 26 26 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11' -10" 4'-6" A 19 24 26 27 6' -0" B 21 26 27 29 9' -T' C 24 27 29 30 LIVE 3.5 10' -2" 3' -11" A 19 23 25 26 5'-8" B 21 25 27 28 81-8" C 24 26 28 30 LOAD 4 8' -11" 3'-6" A 19 23 24 26 5' -1" B 21 25 26 28 8' -0" D 25 26 28 29 ONLY 4.5 T -11" T -1" A 19 22 24 25 4' -7" B 22 24 26 27 T -5" D 25 25 27 29 11.5' 5 T -1" 2-10" A 19 22 24 25 4' -3" B 22 24 25 27 6-11" D 26 26 27 28 5.5 6' -5" 7 -7" A 19 22 23 25 Y -11" B 22 23 25 26 6-5" E 26 26 26 28 6 5' -11" 2' -5" A 19 21 23 24 T -T' B 22 23 25 26 6-1" E 26 26 26 28 6.5 5' -5" 2' -2" A 19 21 23 24 3'4" B 22 23 24 26 5' -9" E 26 26 26 27 7 5' -1" 2' -1" A 19 21 23 24 3' -1" B 22 22 24 25 T -5" E 26 26 26 27 7.5 4' -9" 1' -11" A 19 21 22 24 Z -11" B 22 22 24 25 5' -2" E 27 27 27 27 8 4' -5" 1' -10" A 19 20 22 24 2' -9" B 22 22 24 25 4' -11" E 27 27 27 27 8.5 4' -2" 1.4. A 19 20 22 23 2' -T' B 22 22 23 25 4'-8" E 27 27 27 27 9 T -11" 1' -7" A 19 20 22 23 2'-6" B 22 22 23 25 4'-6" E 27 27 27 27 9.5 3' -9" 1'-6" A 19 20 22 23 2'-4" B 1 22 22 1 23 24 4'-4" E 1 27 27 27 27 10 1 T-6' 1 V -5" 1 A 1 19 20 1 22 1 23 2' -3" B 22 22 23 1 24 4' -2" F 1 27 1 27 1 27 1 27 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6 TABLE 6.6 7" RF Alum Fascia t= 0.040" MU09) 7" RF Alum Fascia t= 0.050" MU09) Samson Gutter Fascia (Detail MU20) A Attached Freestanding oI 24 Attached Freestanding of B Attached I Freestanding oI 26 28 Structure Multis an Units 23 Structure Multis an Units I Structure Multis an Units GROUND TRIB POST MAX 22 24 MAX POST LENGTH MAX B 20 MAX POST LENGTH I MAX 27 8' -7' MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12 POST MIN FOOTS 8' I 10' 1 12' LOAD (FT) ON SLAE SPACIN POST SIZE CONSTRAINED FOOTER SPACINE POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 21 (FT) (FT) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 28 11.5' 5 5'-8" 2' -9" (in) I (in) (in) (in) 21 23 (in) (in) (in) (in) B 20 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 9'-6" 4'-4" A 18 23 24 26 6' -4" B 20 25 26 28 9' -5" C 23 26 28 29 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" S -10" A 18 22 24 25 5' -7' B 20 24 26 27 8' -7' C 23 25 27 28 8.6 4 T -1" 3' -5" A 18 22 23 25 5' -0" B 20 24 25 27 T -10" D 24 25 26 28 n/a 4.5 6'-4" T -0" A 18 21 23 24 4' -6" B 20 23 25 26 T -3" D 24 24 26 28 11.5' 5 5'-8" 2' -9" A 18 21 23 24 4' -1" B 20 23 24 26 6' -9" E 24 24 26 27 5.5 5' -2" 2' -6" A 18 21 22 24 T -9" B 21 22 24 25 6'-4" E 24 24 25 27 6 4' -9" 2'-4" A 18 20 22 23 T -6" B 21 22 24 25 6 -11" E 25 25 25 27 6.5 4'-4" 2' -2" A 18 20 22 23 3' -3" B 21 22 23 25 5' -T' E 25 25 25 26 7 4' -1" 2' -0" A 18 20 22 23 3' -0" B 21 21 23 24 5'4" E 25 25 25 26 7.5 3' -9" 1' -10" A 18 20 21 23 2' -10" B 21 21 23 24 5' -1" E 25 25 25 26 8 3'-6" 1' -9" A 18 20 21 23 2' -8" B 21 21 23 24 4' -10" E 25 25 25 26 8.5 3'-4" V -8" A 18 19 21 1 23 2' -6" B 21 21 22 24 4' -T' E 25 1 25 25 25 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 9'-6" 4' -1" A 18 23 25 27 5' -11" B 20 25 27 28 9' -0" C 23 27 28 30 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 3' -T' A 18 23 25 26 5' -3" B 21 25 26 28 8' -2" C 24 26 28 29 8.6 4 T -1" T -2" A 18 22 24 26 4' -8" B 21 24 26 27 T -5" D 24 26 27 29 n/a 4.5 6'-4" 2' -10" A 18 22 24 25 4' -3" B 21 24 25 27 6' -10" D 25 25 27 28 11.5' 5 5'-8" 2' -T' A 18 22 23 25 T -10" B 21 23 25 26 6' -5" E 25 25 26 28 5.5 5' -2" 2' -4" A 18 21 23 24 3' -6" B 21 23 24 26 6' -0" E 25 25 26 28 6 4' -9" 2' -Y' A 18 21 23 24 T -3" B 21 23 24 26 5' -T' E 25 25 26 27 6.5 4' -4" 2' -0" A 18 21 22 24 3'-0" B 21 22 24 1 25 64, E 26 26 26 1 27 7 4' -1" V -10" A 19 21 22 24 7 -10" B 21 22 24 25 5' -0" E 26 26 26 27 OVER- Post Description Max H t TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mu1oo HANG 9' B MU100 0.024 "x3 "x3" Post w/ Side pi PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D M589 Alum 0.040 "x3 "x3" Lockseam (FT) 6' 7' 8' 9' 10 11' 12' 13' 14' 15' 16 1T 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.5' 8' 8.6 9' 9.6 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.6 T 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a n/a n/a 6.5' T 7.6 IT 8.5' 9' 9.5' 10' 10.6 11' 11.5' 12' 3' 1 n/a n/a Na n/a n/a n/a n/a n/a Na n/a 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a Na n/a n/a n/a n/a n/a n/a n/a 12.5' 13' TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mu1oo Twin 0.062 "x1.5 "x1.5" Scroll 9' B MU100 0.024 "x3 "x3" Post w/ Side pi 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D M589 Alum 0.040 "x3 "x3" Lockseam 11' I E IMU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J M789 Alum 0.120 "x4 "x4" SquarE 12' K Mum 3/16 "0"0" Steel Squar( 12' L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestandin Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Al um 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E I MU50 3/16 "x3 "x3" Steel Square d= 29" 1 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3116 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Squar( d= 42 14 K MU93 3/16 "x6 "x6" Steel Squar( d= 47 15 1 L IMU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2124/2014 Page 74 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnam0comcast.net :EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.7 5" & 5.5" Extruded Alum Fascia (MU07) 4.5" Extruded Alum Fascia (MU32) 6" RF Fascia Detail MU29 B Attached lFreestanding of 27 Attached Freestanding of B Attached Freestanding of 27 28 Structure IMultispan Units 18 Structure Multispan Units 25 Structure Multispan Units GROUND TRIB POST MAX 25 27 MAX POST LENGTH MAX B 21 MAX POST LENGTH MAX 28 4'-8" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' 1 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' ' 10' ' 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d 24 5 13' -7" 6-8" (in) (in) (in) (in) 24 26 (in) (in) (in) (in) B 22 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 3 22' -8" 9' -5" B 21 26 27 29 8'-4" B 21 25 27 28 5'-4" A 18 22 24 25 LIVE 3.5 19' -5" 8'-6" B 22 25 27 28 T-6" B 21 25 26 28 4'-8" A 18 22 23 24 LOAD 4 17' -0" T -9" B 22 25 26 28 6' -10" B 21 24 26 27 4' -2" A 18 21 23 24 ONLY 4.5 15' -1" T -2" B 22 24 26 27 6'-4" B 22 24 25 27 3' -9" A 18 21 22 24 5 13' -7" 6-8" B 23 24 26 27 5' -10" B 22 23 25 26 Y -5" A 18 20 22 23 5.5 12'-4" 6' -3" B 23 24 25 27 5'-6" 8 22 23 25 26 3' -1" A 18 20 22 23 6 11'-4" 5 -10" B 23 23 25 26 5' -2" B 22 23 24 26 2' -10" A 18 20 21 23 6.5 10' -5" 5'-6" B 23 23 25 26 4' -10" B 22 22 24 25 2'$" A 18 20 21 22 7 91-8" 5' -2" B 23 23 24 26 4' -T' B 22 22 24 25 2'-6" A 18 19 21 22 7.5 9' -1" 4' -11" C 24 24 24 25 4'-4" B 23 23 23 25 2'-1" A 18 19 21 22 8 8'-6" 4' -8" C 24 24 24 25 4' -1" B 23 23 23 25 2' -2" A 18 19 21 22 8.5 X -0" 4'-6" C 24 24 24 25 3' -11" B 23 23 23 24 2' -1" A 18 19 20 22 9 T-6" 4' -3" C 24 24 24 25 Y -9" B 23 23 23 24 1' -11" A 18 19 20 22 9.5 T -2" 4'4" C 24 24 24 25 3' -T' B 23 23 23 24 1' -10" A 18 19 20 21 10 6' -9" T -11" C 24 24 24 24 3' -5" B 23 23 23 24 1'-9" A 18 18 20 21 11 6-2" 3'-8" C 24 24 24 24 3' -2" B 23 23 23 24 T -7" A 18 19 20 22 12 6-8" 3'4" C 24 24 24 24 2' -11" B 23 23 23 23 1' -0" A 18 19 20 22 13 1 5' -2" 1 3' -2 C 1 24 1 24 1 24 24 2' -9" B 23 23 23 23 1 1'-4" A 19 19 21 22 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22' -8" 8' -10" B 22 26 28 30 7' -9" B 21 26 27 29 4' -11" A 18 23 24 26 LIVE 3.5 19' -5" T -11" B 23 26 28 29 T -0" B 22 25 27 28 4' -3" A 18 22 24 25 LOAD 4 1T -0" T -3" B 23 25 27 28 6' -5" B 22 25 26 28 3' -9" A 18 22 23 25 ONLY 4.5 15' -1" 6'-8" B 23 25 27 28 5' -10" B 22 24 26 27 T -5" A 19 21 23 24 5 13' -7" 6' -2" B 23 25 26 28 5' -5" B 22 24 26 27 3' -1" A 19 21 22 24 5.5 12'4" 5' -9" B 24 24 26 27 5' -1" B 23 24 25 27 2' -10" A 19 21 22 24 6 11'4" 5' -5" B 24 24 25 27 4' -9" B 23 23 25 26 2' -7" A 19 20 22 23 6.5 10' -5" 5' -1" B 24 24 25 27 4'-6" B 23 23 25 26 2' -5" A 19 20 22 23 7 91-8" 4' -10" C 24 24 25 26 4'4" B 23 23 24 26 2' -3" A 19 20 21 23 7.5 9' -1" 4' -7" C 24 24 25 26 4' -0" B 23 23 24 26 2' -1" A 19 20 21 23 8 8' -0" 4'4" C 24 24 24 26 3' -9" B 23 23 24 25 2' -0" A 19 19 21 23 8.5 8' -0" 4' -1" C 24 24 24 26 3' -T' B 23 23 24 25 1' -10" A 19 19 21 22 9 7'-6" 3-11" C 25 25 25 25 3' -5" B 23 23 23 25 T -9" A 19 19 21 22 9.5 7' -2" 3' -9" C 25 25 25 25 3' -3" B 24 24 24 25 1' -8" A 19 19 21 22 10 6' -9" 3' -T' C 25 25 25 25 3' -2" B 24 24 24 25 1' -T' A 19 19 21 22 11 6' -2" 3' -4" C 25 25 25 25 2 %11" B 24 24 24 24 1' -5" A 19 19 21 22 12 6-8" 3' -1" C 25 25 25 25 2'-8" B 24 24 24 24 11-4" A 19 20 21 23 13 1 5' -2" 1 2' -11" 1 C 1 25 1 25 1 25 1 25 1 2'-6" B 1 24 1 24 1 24 1 24 11 T -3" 1 A 1 19 1 20 1 21 1 23 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22'-8" 8' -3" B 23 27 29 30 T4" B 22 26 28 30 4'-6" A 19 23 25 26 LIVE 3.5 19-5" T-5" B 23 26 28 30 6' -T' B 22 26 27 29 3' -11" A 19 23 24 26 LOAD 4 117"41 6' -9" B 24 26 28 29 6' -0" B 23 25 27 28 3'-6" A 19 22 24 25 ONLY 4.5 16 -1" V -3" B 24 26 27 29 5'4" B 23 25 27 28 T -1" A 19 22 23 25 5 13' -T' 6 -9" B 24 25 27 28 5'4" B 23 24 26 28 T -10" A 19 21 23 24 5.5 12'-4" 5' -5" B 24 25 26 28 4' -9" B 23 24 26 27 2' -7" A 19 21 23 24 6 11'4" 6 -0" C 24 24 26 28 4'-5" B 23 24 25 27 2' -5" A 19 21 22 24 6.5 10' -5" 4' -9" C 25 25 26 27 4' -2" B 24 24 25 27 2' -2" A 19 21 22 24 7 91-8" 4'-6" C 25 25 26 27 T -11" B 24 24 25 26 2' -1" A 19 20 22 23 7.5 9' -1" 4' -3" C 25 25 25 27 3'-8" B 24 24 25 26 1' -11" A 19 20 22 23 8 8'-6" 4' -0" C 25 25 25 27 3'-6" B 24 24 24 26 1' -10" A 19 20 22 23 8.5 8' -0" 3' -10" C 25 25 25 26 3'-4" B 24 24 24 26 11-8" A 19 20 21 23 9 7'-6" 3'-8" C 25 25 25 26 3' -2" B 24 24 24 26 1' -7" A 19 20 21 23 9.5 T -2" 3-6" C 25 25 25 26 T -0" B 24 24 24 25 1'-6" A 19 20 21 23 10 6' -9" 3' 4" C 25 25 25 26 2' -11" B 24 24 24 25 1' -5" A 19 20 22 23 11 6-2" T -1" C 25 25 25 25 2'-8" B 24 24 24 25 1'-4" A 19 20 22 23 12 6-8" 2' -10" C 26 26 26 26 2'-6" B 24 24 24 25 1' -2" A 19 20 22 24 13 1 5' -2" 1 2'-8" 1 C 1 26 1 26 1 6 26 2'-4" C 24 1 24 24 1 24 1 1' -1" A 19 1 21 1 22 1 24 TABLE 6.7 5" & 5.5" Extruded Alum Fascia (MU07) 4.5" Extruded Alum Fascia (MU32) 6" RF Fascia Detail MU29 B Attached Freestanding of 26 Attached Freestanding of B Attached Freestanding of 26 27 Structure Multispan Units 16 Structure Multis an Units 24 Structure Multispan Units GROUND TRIB POST MAX 24 26 MAX POST LENGTH MAX B 20 MAX POST LENGTH 11 MAX 26 3' -T' MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTS SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" V. "d" "d" 23 5 6' -9" 5'4" (in) (in) (in) (in) 23 24 (in) (in) (in) (in) B 20 (in) (in) (in) (in) or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 25 3 11'4" T -9" B 20 25 26 28 6' -10" B 19 24 26 27 4' -1" A 16 21 23 24 3.5 9'-8" 6-11" B 20 24 26 27 6'4" B 20 24 25 26 3' -T' A 16 21 22 23 4 8'-6" 6'-4" B 21 24 25 27 5' -7" B 20 23 25 26 3' -2" A 16 20 22 23 4.5 7'-6" 5' -9" B 21 23 25 26 5' -1" B 20 23 24 26 2' -10" A 17 20 21 23 5 6' -9" 5'4" B 21 23 24 26 4' -8" B 20 22 24 25 2' -T' A 17 19 21 22 5.5 6' -2" 5' -0" C 21 23 24 25 4'-4" B 20 22 24 25 2'-4" A 17 19 21 22 6 5' -8" 4' -8" C 21 22 24 25 4' -1" B 21 22 23 25 2' -2" A 17 19 20 22 6.5 5' -2" 4' -4" C 22 22 24 25 S -10" B 21 21 23 24 2' -0" A 17 19 20 22 7 4' -10" 4' -1" C 22 22 23 25 3' -T' B 21 21 23 24 1' -10" A 17 19 20 21 7.5 4'-6" 3' -11" C 22 22 23 24 3' -5" B 21 21 23 24 1' -9" A 17 18 20 21 8 4' -3" 3' -8" C 22 22 23 24 3'4" B 21 21 22 24 1'4" A 17 18 20 21 8.5 4' -0" T -6" C 22 22 23 24 T -1" B 21 21 22 24 1' -6" A 17 18 20 21 9 1 T -9" 3'4" C 22 22 22 24 2' -11" IS 21 21 22 23 1' -5" A 17 18 20 21 9.5 3' -7" T -2" C 22 22 1 22 24 2' -9" B 21 21 22 23 1'4" A 1 17 1 18 20 21 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 11' -4" T-4" B 21 25 27 29 6' -5" B 20 25 26 28 3' -10" A 17 22 23 25 3.5 91-8" 6' -T' B 21 25 26 28 5' -9" B 20 24 26 27 3'-4" A 17 21 23 24 4 8' -0" 6' -0" B 21 24 26 27 5' -3" B 21 24 25 27 T -11" A 17 21 22 24 4.5 7'-6" 5'-8" B 22 24 26 27 4' -10" B 21 23 25 26 2' -8" A 17 20 22 23 5 6' -9" 5' -1" C 22 24 25 27 4' -5" B 21 23 25 26 2' -5" A 17 20 22 23 5.5 6' -2" 4' -8" C 22 23 25 26 4' -1" B 21 23 24 26 2' -2" A 17 20 21 23 6 5'-8" 4' -5" C 22 23 25 26 3' -10" B 21 22 24 25 2' -0" A 17 20 21 23 6.5 5' -2" 4' -1" C 22 23 24 26 3' -T' B 21 22 24 25 1' -10" A 17 19 21 22 7 4' -10" 3-10" C 22 22 24 25 3' -5" B 21 22 23 25 1' -9" A 17 19 21 22 7.5 4'-6" 3' -8" C 23 23 24 25 3' -2" B 22 22 23 25 1' -T' A 17 19 21 22 8 4' -3" 3'-6" C 23 23 24 25 T-91 B 22 22 23 24 1'-6" A 17 19 20 22 8.5 4' -0" 3' -3" C 23 23 23 25 2' -10" B 22 22 23 24 1' -5" A 17 19 20 22 9 3' -9" 3' -2" C 23 23 23 25 2' -9" B 22 22 23 24 1'-4" A 17 19 20 22 9.5 3' -T' T-O" C 23 23 23 24 2' -T' B 1 22 22 1 22 1 24 1' -3" A 17 19 21 22 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 75 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMFRCIn1 rOVFR3 14IrH wwn APPA- TABLE 6.7 5" & 5.5" Extruded Alum Fascia (MU07) 4.5" Extruded Alum Fascia (MU32 ) 6" RF Fascia Detail MU29 B Attached Freestanding of 26 Attached Freestanding of 8 Attached Freestanding oI 26 27 Structure Multis an Units 16 Structure Multis an Units 24 Structure Multis an Units GROUND TRIB POST MAX 24 26 MAX POST LENGTH MAX B 20 MAX POST LENGTH MAX 27 3'4" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' ' 12 POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" "d" "d" "d" I (FT) TYPE "d" "d" I "d" "d" I (FT) TYPE -d- '-d" "d" "d" 23 11' 5 7' -1" 5' -5" (in) I (in) (in) (in) 23 24 (in) (in) (in) (in) B 20 (in) (in) (in) (in) 20 3 11' -10" T -10" B 20 25 26 28 6' -11" 8 19 24 26 27 4' -2" A 16 21 23 24 LIVE 3.5 10' -2" T -0" B 21 24 26 27 6'4" B 20 24 25 27 3'4" A 16 21 22 23 LOAD 4 8' -11" 6' -5" B 21 24 25 27 5' -7" B 20 23 25 26 T -3" A 17 20 22 23 ONLY 4.5 T -11" 5' -10" B 21 23 25 26 5' -2" B 20 23 24 26 Z -11" A 17 20 21 23 11' 5 7' -1" 5' -5" B 21 23 24 26 4'4" B 20 22 24 25 2' -7" A 17 20 21 22 5.5 6' -5" 5-0" C 21 23 24 26 4' -5" B 20 22 24 25 2' -5" A 17 19 21 22 6 S -11" 4'4" C 22 22 24 25 4' -2" B 21 22 23 25 2' -2" A 17 19 21 22 6.5 5-5" 4'-5" C 22 22 24 25 T -10" B 21 22 23 24 2' 4" A 17 19 20 22 7 5'4" 4' -2" C 22 22 23 25 3'4" B 21 21 23 24 1' -11" A 17 19 20 22 7.5 4'4" T -11" C 22 22 23 24 T -5" B 21 21 23 24 1' -9" A 17 18 20 21 8 4' -5" S -9" C 22 22 23 24 T -3" B 21 21 22 24 1'-8" A 17 18 20 21 8.5 4' -2" T -7" C 22 22 23 24 T -1" B 21 21 22 24 V -7" A 17 18 20 21 9 3' -11" S.5" C 22 22 23 24 7 -11" B 21 21 22 23 1' -0" A 17 18 20 21 9.5 3' -9" 3-3" C 22 22 22 24 11 2' -10" B 1 21 1 21 22 23 V-5" A 17 18 20 21 10 3-6" 3' -1" C 22 22 22 24 2'-8" B 21 21 22 23 1'4" A 17 18 20 21 11 1 3' -2" 2' -10" C 22 22 1 22 23 2'4" B 21 21 21 1 23 1 1' -2" 1 A 17 1 19 20 22 20 3 11' -10" 7' -5" B 21 25 27 29 6'-6" B 20 25 26 28 T -11" A 17 22 23 25 LIVE 3.5 10' -2" 6'4" B 21 25 27 28 6 -10" B 20 24 26 27 T -5" A 17 21 23 24 LOAD 4 8' -11" 6-0" B 22 24 26 27 5'4" B 21 24 25 27 T-O" A 17 21 22 24 ONLY 4.5 7' -11" 5' -0" B 22 24 26 27 4' -10" B 21 23 25 26 2'4" A 17 20 22 23 11' 5 7' -1" 5' -1" B 22 24 25 27 4'4" B 21 23 25 26 2' -5" A 17 20 22 23 5.5 6' -5" 4' -9" C 22 23 25 26 4' -2" B 21 23 24 26 2' -3" A 17 20 21 23 6 5' -11" 4' -5" C 22 23 25 26 3-11" B 21 22 24 25 2' 4" A 17 20 21 23 6.5 5' -5" 4' -2" C 22 23 24 26 3' -0" B 21 22 24 25 V -11" A 17 19 21 22 7 5' -1" S -11" C 23 23 24 25 3' -5" B 22 22 23 25 1' -9" A 17 19 21 22 7.5 4' -9" 3'-8" C 23 23 24 25 T -3" B 22 22 23 25 1' -8" A 17 19 21 22 8 4' -5" 3'-6" C 23 23 24 25 T -1" B 22 22 23 24 1'-6" A 17 19 20 22 8.5 4' -2" 3' 4" C 23 23 23 25 2 -11" B 22 22 23 24 1' -5" A 17 19 20 22 9 3' -11" T -2" C 23 23 23 25 2'4" B 22 22 23 24 1'-4" A 17 19 20 22 9.5 1 T -9" 1 3' -0" 1 C 1 23 1 23 1 23 1 24 11 2'4" 1 B 1 22 1 22 1 23 1 24 11 V -3" 1 A 1 17 19 1 21 22 20 3 11' -10" T-9- B 22 26 28 29 6' -2" B 21 25 27 29 3'-8" A 17 22 24 25 LIVE 3.5 10' -2" 64" B 22 26 27 29 5'-6" B 21 25 27 28 T -2" A 18 22 23 25 LOAD 4 V -11" 6 -9" B 22 25 27 28 5' -0" B 21 24 26 28 2'4" A 18 21 23 24 ONLY 4.5 T -11" 5' -3" B 22 25 26 28 4' -7" B 22 24 26 27 2 4" A 18 21 23 24 11' 5 T -1" 4' -10" C 23 24 26 27 4' -3" B 22 24 25 27 2' -3" A 18 21 22 24 5.5 6' -5" 4'-6" C 23 24 26 27 T -11" B 22 23 25 26 2' -1" A 18 20 22 23 6 5' -11" 4' -2" C 23 24 25 27 31$' B 22 23 25 26 1' -11" A 18 20 22 23 6.5 5' -5" S -11" C 23 23 25 26 3-5" B 22 23 24 26 1' -9" A 18 20 22 23 7 5' -1" 3'-8" C 23 23 25 26 3' -3" B 22 22 24 26 1'-8" A 18 20 21 23 7.5 4' -9" 3-6" C 23 23 24 26 3'-0" B 22 22 24 25 1'4" A 18 20 21 23 8 4' -5" 3'4" C 23 23 24 26 2' -10" B 22 22 24 25 T -5" A 18 19 21 23 8.5 4' -2" T -2" C 23 23 24 25 2'-9" B 22 22 23 25 1'4" A 18 19 21 23 9 T -11" 3' -0" C 24 24 24 25 2' -T' B 22 22 23 25 V -3" A 18 20 21 23 9.5 T -9" 2' -10" C 24 24 24 25 2'-6" C 23 23 23 25 T -2" A 18 20 21 23 10 1 3'-6" 1 2' -9" 1 C 1 24 1 24 1 24 25 2-4" 1 C 1 23 1 23 1 23 1 24 11 1' -2" 1 A 1 18 1 20 22 23 va- , \Lf \f1L 11 \J I f�V V 11V1 \J rVR I f1C7C IiiOLG.I. 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 61 TABLE 6.7 5" & 5.5" Extruded Alum Fascia (MU07) 4.5" Extruded Alum Fascia (MU32) 6" RF Fascia Detail MU29 B Attached Freestanding of 27 Attached Freestanding of B Attached Freestanding of 26 28 Structure Multis an Units 16 Structure Multispan Units 24 Structure Multis an Units GROUND TRIB POST MAX 25 26 MAX POST LENGTH MAX B 20 MAX POST LENGTH MAX 1 27 3' -1" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACIN POST SIZE CONSTRAINED FOOTER SPACINC- POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 24 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" I V. "d" 23 11' 5 6-8" 4' -9" (in) (in) (in) (in) 23 25 (in) (in) (in) (in) B 20 (in) (in) (in) (in) - Fly ■�ri1J:�i:�1 \ti1�1: /3�Ti Ml�I���IJ:■ 9:�'1�tiY�I:JJ: 30 3 91-6" 6' -11" B 20 25 27 28 6' -1" B 20 24 26 28 3-7" A 16 21 23 24 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6-2" B 21 25 26 28 5' -5" B 20 24 26 27 3' -1" A 17 21 22 24 8' 4 7' -1" 5' -T' B 21 24 26 27 4' -11" B 20 23 25 26 T -9" A 17 20 22 23 n/a 4.5 6'4" 5'4" C 21 24 25 27 4' -6" B 20 23 25 26 2' -5" A 17 20 22 23 11' 5 6-8" 4' -9" C 21 23 25 26 4' -2" B 20 23 24 26 2' -2" A 17 20 21 23 5.5 5' -2" 4' -5" C 22 23 25 26 3-10" B 21 22 24 25 2' -0" A 17 20 21 23 6 4' -9" 4' -1" C 22 23 24 26 3' -T' B 21 22 24 25 1' -10" A 17 19 21 22 6.5 4'4" T -10" C 22 22 24 25 3'4" B 21 22 23 25 1' -8" A 17 19 21 22 7 4' -1" 3' -T' C 22 22 24 25 3-2" B 21 22 23 25 1' -7" A 17 19 21 22 7.5 3'4" T -5" C 22 22 23 25 T -0" B 21 21 23 24 1'-6" A 17 19 20 22 8 3'-6" T -3" C 22 22 23 25 2' -10" B 21 21 23 24 1' -5" A 17 19 20 22 8.5 1 3'-4" 1 3' -1" C 1 22 1 22 1 23 24 2'4" B 21 1 21 23 24 1 1'4" 1 A 17 19 20 22 30 3 9' -6" 6'-6" B 21 26 27 29 5' -9" B 20 25 27 28 3'4" A 17 22 24 25 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 5' -10" B 21 25 27 28 5' -1" B 21 25 26 28 2' -10" A 17 21 23 25 8' 4 T -1" 5'4" B 22 25 26 28 4' -8" B 21 24 26 27 2'4" A 17 21 23 24 n/a 4.5 6'4" 4' -10" C 22 24 26 27 4' -3" B 21 24 25 27 2'4" A 17 21 22 24 11' 5 5'-8" 4' -5" C 22 24 26 27 T -11" B 21 23 25 26 2' -0" A 17 20 22 23 5.5 5' -2" 4'4" C 22 24 25 27 3' -T' B 21 23 25 26 V -10" A 17 20 22 23 6 4'4" 3-10" C 22 23 25 26 3'4" B 21 23 24 26 1'-8" A 17 20 21 23 6.5 4'-4" 3W" C 22 23 25 1 26 T -2" B 21 22 24 25 1' -T' A 17 20 21 23 7 4' -1" 3'-4" C 23 23 24 26 2 -11" B 22 22 24 25 1' -6" A 17 19 21 23 OVER- Post Description Max H t POST Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muioo Twin 0.062 "x1.5 "x1.5" Scroll HANG B Mu1oo 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mua9 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' IT 9' 10' 11' 12' 13' 14' 15' 16 IT 18' 19' 20' 21' 22' a 3' 35 4' 4.5' 5' 5.5' 6 65 T 7.5' 8' 8.6 9' 95 10' 10.6 IT 1' 3.6 4' 45 S' 55 6' 65 T 75 8' 85 9' 9.5' 10' 10.5' 11' 11.6 2' n/a n/a Na n/a n/a 65 7' 7.5' 8' 8.5' 9' 9.6 10' 10.5' 11' 11.6 12' 3' 1 n/a n/a n/a n/a n/a n/a n/a Na Na Na 9.5' 10' 10.6 11' 11.5' 12' 12.5' 4' Na n/a n/a n/a n/a n/a n/a Na n/a n/a Na n/a n/a n/a n/a 12.5' 13' TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muioo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mu1oo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mua9 Alum 0.040 "x3 "x3" Lockseam 11' E IMU89 Alum 0.055 "x3 "x3" Fluted 12' F Mu95 Alum 0.075 "x3 "x3" Square 12' G ;u49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' d= 35" MMU50 3/16 "x3 "x3" Steel S uan 12' L MU93 TABLE 6.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 1 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3116 "x6 "x6" Steel S uare -d=47 15 L MU93 5. t-UK SINGLE SHAN Al I AGHEU UNI I USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 76 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outna m0co mcast. net 'EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.8 5" Magnum Gutter (M 36) 6" Ma num Gutter (MU37) 6" Smooth Gutter MU 38) B Att ached Freestanding of 28 Attached Freestanding of C Attached Freestanding oI 30 32 Structure Multispan Units 24 Structure Multispan Units 30 Structure Multispan Units GROUND TRIB POST MAX 26 28 MAX POST LENGTH MAX C 26 MAX POST LENGTH MAX 31 12 -7" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12 POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" "d" "d" I (FT) TYPE "d" V. "d" I "d" (FT) TYPE "d" "d" "d" "d" 29 5 13-7" T-6" (in) (in) (in) (in) 25 26 (in) (in) (in) (in) E 27 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 3 22' -8" 10' -10" B 23 27 28 30 14'4" C 25 28 30 32 13' -T' C 24 27 29 30 LIVE 3.5 19' -5" 9' -9" B 23 26 28 29 13' -7" C 26 28 30 31 12 -7" C 25 26 28 30 LOAD 4 17'4" 8' -10" B 23 25 27 28 12' -10" D 26 28 29 31 11' -10" C 25 26 28 29 ONLY 4.5 15' -1" 8' -2" B 23 25 27 28 12' -1" D 27 27 29 30 11' -1" D 26 26 27 29 5 13-7" T-6" C 24 25 26 28 11'4" E 27 27 29 30 10' -7" D 26 26 27 28 5.5 12'-4" T -0" C 24 24 26 27 10' -9" E 27 27 28 30 10-1" E 27 27 27 28 6 11'4" 6-6" C 24 24 25 27 10' -3" E 28 28 28 29 91-8" E 27 27 27 28 6.5 10' -5" 6-2" C 24 24 25 26 9'-9" E 28 28 28 29 9'4" E 28 28 28 28 7 91-8" 6-9" C 24 24 25 26 9.4. F 28 28 28 29 8' -11" E 28 28 28 28 7.5 9' -1" 5' -5" C 24 24 25 26 6 -11" F 29 29 29 29 8' -7" F 28 28 28 28 8 81-6" 5' -2" Cr 24 24 24 26 8' -T' F 29 29 29 29 8' -3" F 29 29 29 29 8.5 8' -0" 4' -11" C 25 25 25 25 8'4" F 29 29 29 29 8' -0" F 29 29 29 29 9 T -0" 4'-8" C 25 25 25 25 8' 4" F 29 29 29 29 7' -9" F 29 29 29 29 9.5 T -2" 4'-6" Cr 25 25 25 25 T -9" F 30 30 30 30 7'-6" F 29 29 29 29 10 6-9" 4' -3" C 25 25 25 25 T -0" F 30 30 30 30 T -3" F 29 29 29 29 11 6-2" T -11" C 25 25 25 25 T -1" F 30 30 30 30 6-10" F 30 30 30 30 12 5'4" 3'-8" C 25 25 25 25 6'-8" F 30 30 30 30 6' -5" F 30 30 30 30 13 1 5'4" 1 T -5" 1 C 1 25 1 25 25 25 6'4" F 31 31 31 31 6-2" F 30 30 30 30 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22' -8" 10' -1" B 23 27 29 30 13' -10" C 26 29 31 33 12-11" C 25 28 29 31 LIVE 3.5 19' -5" 9-1" B 24 27 28 30 13-1" D 27 29 31 32 12' -0" C 26 27 29 30 LOAD 4 1T -0" 8'4" B 24 26 28 29 12'4" D 27 28 30 32 11'4" C 26 27 29 30 ONLY 4.5 15' -1" 7'-6" C 24 26 27 29 11'4" E 28 28 30 31 10' -7" D 27 27 28 30 5 13' -T' 6-11" C 24 25 27 28 101-8" E 28 28 29 31 10' -0" E 27 27 28 29 5.5 12' 4" 6-5" C 24 25 26 28 10' -1" E 28 28 29 30 9' -7" E 28 28 28 29 6 11'4" 6-0" C 25 25 26 27 9' -T' E 29 29 29 30 9' -2" E 28 28 28 29 6.5 10' -5" 64, C 25 25 26 27 9' -2' F 29 29 29 30 8' -10" E 29 29 29 29 7 91-8" 64" C 25 25 25 27 8' -9" F 29 29 29 30 8' -5" F 29 29 29 29 7.5 9' -1" 6 -0" C 25 25 25 27 6 -5" F 30 30 30 30 8' -1" F 29 29 29 29 8 8'-6" 4'-9" C 25 25 25 26 8' -1" F 30 30 30 30 T -9" F 30 30 30 30 8.5 81 -W 4'-6" C 25 25 25 26 T -9" F 30 30 30 30 T-6" F 30 30 30 30 9 T-0" 4'4" C 25 25 25 26 T-6" F 30 30 30 30 7-3" F 30 30 30 30 9.5 T -2" 4' -1" C 25 25 25 26 T -3" F 31 31 31 31 T -0" F 30 30 30 30 10 6-9" X -11" C 25 25 25 25 T -W F 31 31 31 31 6' -9" F 30 30 30 30 11 6-2" T -7" C 25 25 25 25 6' -7" F 31 31 31 31 6-5" F 31 31 31 31 12 6-8" 3'4" C 26 26 26 26 6' -3" F 31 31 31 31 6' -0" F 31 31 31 31 13 1 6 -2" 1 Y -1" 1 C 1 26 1 26 1 26 1 26 11 F -11" F 1 32 1 32 1 32 1 32 1 5' -9" 1 F 1 31 1 31 1 31 1 31 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22'-S' 9' -5" B 24 28 30 31 13'4" C 27 30 32 34 12' 4" C 26 28 30 32 LIVE 3.5 19-5" 9-6" B 24 27 29 30 12' -5" D 28 30 31 33 11' -5" C 27 28 30 31 LOAD 4 1 T -0" T-8" C 25 27 28 30 1115" E 28 29 31 33 10' -0" D 27 28 29 31 ONLY 4.5 15' -1" T-0" C 25 26 28 29 10' -9" E 29 29 30 32 10' -1" E 28 28 29 30 5 13' -T' 6-61 C 25 26 27 29 10' -2" E 29 29 30 32 9-7" E 28 28 29 30 5.5 12.4" 6-91 C 25 25 27 28 9' -T' F 29 29 30 31 9-2" E 29 29 29 30 6 1114" 6 -T' C 25 25 27 28 9' -1" F 30 30 30 31 8' -9" F 29 29 29 30 6.5 10'5" 5' -3" C 25 25 26 28 9-8" F 30 30 30 31 81-4" F 30 30 30 30 7 9'-8" 4'-11" C 26 26 26 27 8'4" F 30 30 30 30 8' 4" F 30 30 30 30 7.5 9' -1" 4'$" C 26 26 26 27 T -11" F 31 31 31 31 T-8" F 30 30 30 30 8 8'f" 4' -5" C 26 26 26 27 7'-8" F 31 31 31 31 7'4" F 30 30 30 30 8.5 8' -0" 4' -2" C 26 26 26 27 T4" F 31 31 31 31 T -1" F 31 31 31 31 9 7'-6" 4' -0" C 26 26 26 26 7' -1" F 31 31 31 31 6' -10" F 31 31 31 31 9.5 T -2" 3' -9" C 26 26 26 26 6-10" F 32 32 32 32 6-7" F 31 31 31 31 10 6' -9" T -T' C 26 26 26 26 6' -7" F 32 32 32 32 6' -5" F 31 31 31 31 11 6-2" 3'4" C 26 26 26 26 6'4" F 32 32 32 32 6-0" F 32 32 32 32 12 6-8" 3' -1" C 26 26 26 26 5' -11" F 32 32 32 32 6-8" F 32 32 32 32 13 1 6 -2" 1 T -10" 1 C 1 26 1 26 1 26 1 26 11 5' -7" 1 F 1 33 1 33 1 33 1 33 11 5' -5" 1 F 32 32 32 32 TABLE 6.8 5" Magnum Gutter (M 36) 6" Magnum Gutter MU37 6" Smooth Gutter (M 38) 7 Attached Freestanding of 28 Attached Freestanding oI 24 Attached Freestanding of 31 11' -9" Structure Multispan Units 26 Structure Multispan Units 1 Structure Multispan Units GROUND TRIB POST MAX 26 28 MAX POST LENGTH MAX 24 27 MAX POST LENGTH MAX 10' -10" D MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTES 6 I 10' 1 12' POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' I 10' ' 12' LOAD (FT) ON SLAB SPACIN POST SIZE CONSTRAINEDFOOTER SPACINC. POST SIZE CONSTRAINED FOOTERSPACINC 7'-6" POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 5 6-9" 5' -11" C (in) (in) (in) (in) 25 26 (in) (in) (in) (in) 26 26 (in) (in) (in) (in) or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 25 3 11'-4" 8' -9" B 21 25 27 28 12' -10" D 24 28 29 31 11' -9" C 23 26 28 29 3.5 9'-8" T -10" C 21 25 26 28 11' -9" E 24 27 29 30 10' -10" D 24 26 27 29 4 8'4" 7' -1" C 22 24 26 27 10' -10" E 25 27 28 30 10' -2" E 24 25 27 28 4.5 7'-6" 6' -6" C 22 24 25 27 10' -2" E 25 26 28 29 9' -T' E 25 25 27 28 5 6-9" 5' -11" C 22 23 25 26 9'-6" F 26 26 27 29 9'-1" E 25 25 26 28 5.5 6' -2" 5' -6" C 22 23 25 26 9'4" F 26 26 27 29 8' -8" F 26 26 26 27 6 6 -8" 5' -2" C 22 23 24 26 8' -7-' F 26 26 27 28 8' -3" F 26 26 26 27 6.5 6 -2" 4' -10" C 22 22 24 25 6 -2" F 26 26 27 28 T -10" F 26 26 26 27 7 4' -10" 4' -6" C 22 22 24 25 T -9" F 27 27 27 28 7' -6" F 26 26 26 27 7.5 4'-6" 4' -3" C 22 22 23 25 T -5" F 27 27 27 28 T -2" F 27 27 27 27 8 4' -3" 4' -0" C 22 22 23 25 T -2" F 27 27 27 27 6-11" F 27 27 27 27 8.5 4' -0" T -10" C 23 23 23 24 6-11" F 27 27 27 27 6-8" F 27 27 27 27 9 T -9" T -T' C 23 23 23 24 6' -8" F 28 28 28 28 6' -5" F 27 27 27 27 9.5 1 3' -7" 3' -5" I C 23 23 1 23 24 6' -5" F 28 1 28 28 28 6' -2' F 27 1 27 27 27 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 11'4" 8'4" B 22 26 28 29 12' -3" D 25 28 30 32 11' -3" D 24 27 29 30 3.5 9'-8" T -5" C 22 25 27 29 11' -3" E 25 28 30 31 10' -5" D 25 26 28 30 4 8'-6" 6-8" C 22 25 27 28 10' -5" E 26 27 29 31 9-9" E 25 26 28 29 4.5 7'S" 6' -1" C 22 24 26 28 9'4" F 26 27 29 30 9'4" E 26 26 27 29 5 6' -9" 5' -T' C 23 24 26 27 9' -1" F 27 27 28 30 8' -9" F 26 26 27 29 5.5 6' -2" 5' -2" C 23 24 25 27 8' -T' F 27 27 28 29 8' -3" F 27 27 27 28 6 5'-8" 4' -10" C 23 23 25 26 8' -2" F 27 27 28 29 T -10" F 27 27 27 28 6.5 5' -2" 4'4" C 23 23 25 26 T -9" F 28 28 28 29 T -6" F 27 27 27 28 7 4' -10" 4'4" C 23 23 24 26 T -5" F 28 28 28 29 T -2" F 27 27 27 27 7.5 4'4" 4' 4" C 23 23 24 26 7' -1" F 28 28 28 28 6-10" F 28 28 28 28 8 4'-3" T -9" C 23 23 24 25 6-10" F 28 28 28 28 6' -T' F 28 28 28 28 8.5 4' -0" T -T' C 23 23 24 25 6' -T' F 28 28 28 28 64" F 28 28 28 28 9 3' -9" 3' -5" C 23 23 23 25 6'-4" F 29 29 29 29 6' -1" F 28 28 28 28 9.5 3' -T' 3'-3" C 23 23 23 25 6' -1" F 1 29 29 1 29 1 29 6 -11" F 29 29 29 29 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 77 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.8 5" Magnum Gutter (M 36) 6" Ma num Gutter (MU37) B 6" Smooth Gutter MU 38) 25 Attached Freestanding of 12' -11" Attached Freestanding of 28 Attached Freestanding of 11' -10" C Structure Multis an Units 28 Structure Muftis an Units 3.5 Structure Multis an Units GROUND TRIB POST MAX 28 11' -10" MAX POST LENGTH MAX 27 29 MAX POST LENGTH MAX D 24 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 1T POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 27 (FT) (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" V. -d- d" (FT) TYPE "d" "d" "d" "d" 5 T -1" 6' -0" C 22 (in) (in) (in) (in) 26 9'-8" (in) (in) (in) (in) 26 28 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 3 11' -10" V -11" B 21 25 27 28 12' -11" D 24 28 29 31 11' -10" C 23 26 28 29 LIVE 3.5 10' -2" T -11" C 21 25 26 28 11' -10" E 24 27 29 30 10' -11" D 24 26 27 29 LOAD 4 V -11" T -2" C 22 24 26 27 11' -0" E 25 27 28 30 10' -3" E 24 25 27 28 ONLY 4.5 T -11" 6' -T' C 22 24 25 27 10' -3" E 25 26 28 29 9'-8" E 25 25 27 28 "d" "d" 5 T -1" 6' -0" C 22 23 25 26 9'-8" F 26 26 28 29 9'4" E 25 25 26 28 5.5 6' -5" 5' -7" C 22 23 25 26 9' -1" F 26 26 27 29 8'4" E 26 26 26 27 6 5' -11" 5' -2" C 22 23 24 26 8'-8" F 26 26 27 28 8'4" F 26 26 26 27 6.5 6 -5' 4' -10" C 22 22 24 25 8' -3" F 27 27 27 28 T -11" F 26 26 26 27 7 5' -1" 4' -7" C 22 22 24 25 T -10" F 27 27 27 28 T -7" F 26 26 26 27 7.5 4'4- 4'4" C 23 23 23 25 7'-6" F 27 27 27 28 7'4" F 27 27 27 27 8 4' -5" 4' -1" C 23 23 23 25 T -3" F 27 27 27 27 T-O" F 27 27 27 27 8.5 4' -2" 3' -10" C 23 23 23 24 6-11" F 27 27 27 27 6'-8" F 27 27 27 27 9 S -11" 3'-8" C 23 23 23 24 6'4" F 28 28 28 28 6'-6" F 27 27 27 27 9.5 3'-9" 3'-6" C 23 23 23 24 6' -2" F 1 28 28 28 28 6'-3" F 28 28 28 28 10 3'-6" 3'-4" C 23 23 23 24 M5F F 1 28 28 28 28 6' -1" F 28 28 28 28 11 3' -2" 3' -1" C 23 23 23 24 28 28 28 28 6-8" F 28 28 28 28 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 3 11' -10" V -5" B 22 26 28 29 12-4" D 25 28 30 32 111-4" C 24 27 29 30 LIVE 3.5 10' -2" T-6" C 22 26 27 29 11'-4" E 25 28 30 31 10'-0" D 25 26 28 30 LOAD 4 8' -11" 6'4" C 22 25 27 28 10' -0" E 26 27 29 31 9' -10" E 25 26 28 29 ONLY 4.5 T -11" 6' -2" C 23 25 26 28 9-9" E 26 27 29 30 914" E 26 26 27 29 "d" "d" 5 T -1" 5.8" C 23 24 26 27 9' -2" F 27 27 28 30 V -10" E 26 26 27 29 5.5 6-5" 5' -3" C 23 24 25 27 8'-8" F 27 27 28 30 8'-4" F 27 27 27 28 6 5' -11" 4' -10" C 23 23 25 26 8'4" F 27 27 28 29 T -11" F 27 27 27 28 6.5 6 -5" 4' -T' C 23 23 25 26 T -10" F 28 28 28 29 T -T' F 27 27 27 28 7 F -1" 4' -3" C 23 23 24 26 T-6" F 28 28 28 29 T -2" F 28 28 28 28 7.5 4'4" 4' -0" C 23 23 24 26 7' -2" F 28 28 28 28 6' -11" F 28 28 28 28 8 4' -5" 3' -10" C 23 23 24 25 6-11" F 28 28 28 28 6-8" F 28 28 28 28 8.5 4' -2" 3' -T' C 23 23 24 25 6' -7" F 29 29 29 29 6-5" F 28 28 28 28 9 T -11" 3-5" C 23 23 23 25 6'4" F 29 29 29 29 6-2" F 28 28 28 28 9.5 1 3' -9" 1 3'-3" 1 C 1 23 1 23 1 23 1 25 11 6' -2" F 1 29 1 29 1 29 1 29 11 6 -11" 1 F 1 29 1 29 1 29 1 29 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11' -10" T -11" C 23 27 29 30 11' -10" E 26 29 31 33 11' -0" D 25 28 29 31 LIVE 3.5 10' -2" T -1" C 23 26 28 29 10' -10" E 26 29 31 32 10' -2" E 26 27 29 31 LOAD 4 V -11" 6' -5" C 23 26 27 29 10' -1" E 27 28 30 32 1 9-6" E 26 27 29 30 ONLY 4.5 T -11" 5' -10" C 23 25 27 28 9-4" F 27 28 30 31 9-0" E 27 27 28 30 "d" "d" 5 7' -1" 5'4" C 23 25 26 28 8' -10" F 28 28 29 31 6 -5" F 27 27 28 29 5.5 6' -5" 4' -11" C 24 24 26 27 8.4, F 28 28 29 30 8' -0" F 28 28 28 29 6 5' -11" 4' -T' C 24 24 26 27 T -10" F 28 28 29 30 7' -7" F 28 28 28 29 6.5 5' -5" 4' -3" C 24 24 25 27 T-0" F 29 29 29 30 T -3" F 28 28 28 29 7 F -1" v-a. C 24 24 25 27 T -2" F 29 29 29 29 6-11" F 29 29 29 29 7.5 4' -9" 3' -9" C 24 24 25 26 6' -10" F 29 29 29 29 6' -7" F 29 29 ` 29 29 8 4' -5" T -T' C 24 24 25 26 6' -T' F 29 29 29 29 6'4" F 29 29 29 29 8.5 4' -2" 3-5" C 24 24 24 26 6'4" F 30 30 30 30 6-1" F 29 29 29 29 9 3' -11" T -2" C 24 24 24 26 6' -1" F 30 30 30 30 6 -10" F 29 29 29 29 9.5 3' -9" Y -1" C 24 24 24 25 6 -10" F 30 30 30 30 5'-8" F 1 30 30 1 30 30 10 1 3-6" 1 2' -11" 1 C 1 24 1 24 1 24 1 25 11 5'-8" 1 F 1 30 1 30 1 30 1 30 6-6" F 30 30 30 30 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.8 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8 TABLE 6.8 5" Ma num Gutter (MU36) 9' -6" 6" Ma num Gutter( MU37 C 6" Smooth Gutter MU38 26 Attached Freestanding of 11'-8" Attached Freestanding of 28 Attached Freestanding of 10' -10" D Structure Multis an Units 28 Structure Multis an Units 3.5 Structure Multis an Units GROUND TRIB POST MAX 28 19-8" MAX POST LENGTH MAX 28 29 MAX POST LENGTH 11 MAX E 24 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 5'4" POST SIZE CONSTRAINED FOOTEF (PSF) 27 (FT) (FT) TYPE "d" -d" " d- "d" (FT) TYPE "d" "d" "d" "d" I (FT) TYPE "d" "d" "d" 5 5'-8" 5' -3" C 22 (in) (in) (in) (in) 27 8' -8" (in) I (in) (in) (in) 26 28 (in) I (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 9' -6" T -10" C 21 26 27 29 11'-8" E 24 28 30 31 10' -10" D 24 27 28 30 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6-11" C 22 25 27 28 19-8" E 25 28 29 31 10' -0" E 24 26 28 29 8' 4 T -1" 6' -3" C 22 25 26 28 9-11" E 25 27 29 30 9' -5" E 25 26 27 29 n/a 4.5 6'4" 5'4" C 22 24 26 27 9' -3" F 26 27 28 30 9 -10" F 25 25 27 29 11' 5 5'-8" 5' -3" C 22 24 25 27 8' -8" F 26 26 28 30 8'4" F 26 26 27 28 5.5 5' -2" 4' -10" C 22 23 25 26 9 -2" F 26 26 28 29 T -10" F 26 26 27 28 6 4'4" 4' -6" C 22 23 25 26 T -9" F 27 27 27 29 T -5" F 26 26 26 28 6.5 4'-4" 4'4" C 22 23 24 26 7'4" F 27 27 27 29 T -1" F 27 27 27 27 7 4' -1" 3' -11" C 23 23 24 25 T -0" F 27 27 27 28 6'4" F 27 27 27 27 7.5 3' -9" 3'4" C 23 23 24 25 6' -9" F 28 28 28 1 28 6' -6" F 27 27 27 27 8 3'-6" T -6" C 23 23 24 25 6-5" F 28 28 28 28 6' -3" F 27 27 27 27 8.5 3'4- 3'-4" C 1 23 1 23 23 25 6' -2" F 28 28 28 28 6' -0" F 28 28 28 28 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 91-6" 7'-4" C 22 26 28 30 11' -2" E 25 29 31 32 10' -5" D 25 27 29 31 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" V -6" C 22 26 27 29 10' -2" E 26 28 30 32 9'-8" E 25 27 29 30 8' 4 7' -1" 5' -10" C 22 25 27 28 9' -5" F 26 28 30 31 9' -0" E 26 27 28 30 n/a 4.5 64" 64" C 23 25 26 28 8'-9" F 27 27 29 31 8' -5" F 26 26 28 29 11' 5 5'-8" 4' -11" C 23 24 26 27 6 -3" F 27 27 29 30 T -11" F 27 27 28 29 5.5 5' -2" 4' -6" C 23 24 26 27 T -9" F 27 27 28 30 T -6" F 27 27 27 29 6 4'4" 4' -2" C 23 24 25 27 7'4" F 28 28 28 30 T -1" F 27 27 27 28 6.5 4'-4" X -11" C 23 23 25 26 T -0" F 28 28 28 29 6'-9" F 1 28 28 1 28 1 28 7 4' -1" T -8" C 23 23 25 26 6' -8" F 28 28 28 29 6-5" F 28 28 28 28 OVER- Post Description Max H t POST Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll HANG B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) IT T 8' 9' 10' 11' 12' 13' 14' 15' 16 1T 18' 19' 20' 21' 22' 0' 3' 35 4' 4.6 5' 5.5' 6' 65 T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.6 6' 65 T 7.5' 8' 85 9' 9.5' 10' 10.5' 11' 115 2' n/a n/a n/a n/a n/a 6.5' T 7.5' v 8.6 9 9.6 10' 10.5' 11' 11.5' 12' 3' 1 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 95 10' 10.6 11' 115 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a rda n/a n/a n/a n/a n/a 12.5' 1 TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E Muss Alum 0.055 "x3 "x3" Fluted 12' F Mum Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "xWx3" Square 10' E 96 Steel 0.043 "x3 "x3" Lockseam d= 32" 10' 89 Alum 0.120 "x4 "x4" SquarE 3/16 "x4 "x4" Steel Square MM 50 3/16 "x3 "x3" Steel Squan MU93 3/16 "x4 "x4" Steel Square 93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' 1 E IMU50 3/16 "xWx3" Steel Square d= 29" 13' F I MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel Square d= 47 15 L MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES [CC ESR 1953 (2012 IBC) 2/24/2014 Page 78 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outnam0conicast.net =EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.9 0.043 "x3 "x3" Steel Lockseam MU89 0.120 "x3 "x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 B Attached Freestanding oI 24 Attached Freestanding of B Attached Freestanding of 24 25 Structure Multis an Units 24 Structure Multis an Units 28 Structure Multis an Units GROUND TRIB POST MAX 22 23 MAX POST LENGTH MAX B 23 MAX POST LENGTH MAX 25 12' -11" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 23 (FT) (FT) TYPE "d" I "d" I "d" I "d" I (FT) TYPE "d" "d" "d" "d (FT) TYPE "d" "d" "d" "d" 27 5 13' -7" T -3" (in) (in) (in) (in) 23 23 (in) (in) (in) (in) C 25 (in) (in) (in) (in) 1Z0 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 3 22' -8" 9' -11" B 22 22 24 25 10' -1" B 22 22 24 25 13' -T' C 24 25 26 28 LIVE 3.5 19-5" 9-1" B 22 22 23 25 9-T' B 23 23 24 25 12' -11" C 25 25 26 27 LOAD 4 17' -0" 8'-4" B 23 23 23 24 9' -2" B 23 23 23 25 12'4" C 26 26 26 27 ONLY 4.5 15' -1" T -9" B 23 23 23 24 6 -9" C 24 24 24 25 11' -10" D 27 27 27 27 5 13' -7" T -3" B 23 23 23 24 8'-6" C 25 25 25 25 11' -5" E 27 27 27 27 5.5 12'4" 6-10" C 24 24 24 24 8' -3" C 25 25 25 25 11' -1" E 28 28 28 28 6 111-4" 6' -5" C 24 24 24 24 8' 4" C 26 26 26 26 10' -9" F 28 28 28 28 6.5 10' -5" 6' -1" C 24 24 24 24 7' -9" D 26 26 26 26 19-6" F 29 29 29 29 7 9'-8" 6 -10" C 24 24 24 24 T -T' D 27 27 27 27 10' -3" F 29 29 29 29 7.5 9' -1" 6 -7" C 24 24 24 24 T -5" E 27 27 27 27 19 -0" F 30 30 30 30 8 8'-6" 5'4" C 25 25 25 25 7' -3" E 27 27 27 27 9' -9" F 30 30 30 30 8.5 8' -0" 5' -1" C 25 25 25 25 7' -1" E 28 28 28 28 9' -7" F 31 31 31 31 9 T-6" 4' -11" C 25 25 25 25 T -0" E 28 28 28 28 9' -5" F 31 31 31 31 9.5 T -2" 4'4" C 25 25 25 25 6-10" F 28 28 28 28 9' -3" F 31 31 31 31 10 6-9" 4' -T' C 25 25 25 25 6' -9" F 29 29 29 29 9' -1" F 32 32 32 32 11 6' -2" 4' -3" C 25 25 25 25 6'-6" F 29 29 29 29 6 -9" F 32 32 32 32 12 6-8" 4' -0" C 26 26 26 26 6 -11" F 29 29 29 29 9-91 F 32 32 32 32 13 6 -2" 1 T -10" 1 C 1 26 1 26 1 26 26 5' -9" F 30 30 30 30 T -10" F 33 33 33 33 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22' -8" 91-4" B 23 23 24 26 9-8" B 23 23 25 26 13' -1" C 25 26 27 29 LIVE 3.5 19-5" 9-6" B 23 23 24 25 9'4" B 24 24 24 26 12' -5" C 26 26 27 28 LOAD 4 17' -0" T -10" B 23 23 24 25 8' -10" C 24 24 24 26 11' -11" D 27 27 27 28 ONLY 4.5 15' -1" T -3" B 24 24 24 25 8' -0" C 25 25 25 25 11' -5" E 28 28 28 28 5 13' -7" 6' -9" C 24 24 24 25 8' -2" C 26 26 26 26 11' -0" E 28 28 28 28 5.5 12'-4" 6' -4" C 24 24 24 24 T -11" C 26 26 26 26 10'-8" F 29 29 29 29 6 1114" 6-0" C 25 25 25 25 T$" D 27 27 27 27 10' -5" F 30 30 30 30 6.5 10' -5" 6 -9" C 25 25 25 25 7'-0" D 27 27 27 27 19 -1" F 30 30 30 30 7 9'-8" 6 -5" C 25 25 25 25 7'4" E 28 28 28 28 9' -10" F 31 31 31 31 7.5 9' -1" 6 -2" C 25 25 25 25 T -2" E 28 28 28 28 9'-8" F 31 31 31 31 8 8'-6" 6 -0" C 25 25 25 25 T -0" E 29 29 29 29 9' -5" F 31 31 31 31 8.5 8' -0" 4' -9" C 26 26 26 26 6' -10" F 29 29 29 29 9' -3" F 32 32 32 32 9 T -0" 4' -T' C 26 26 26 26 6-9" F 29 29 29 29 9' -1" F 32 32 32 32 9.5 T -2" 4' -5" C 26 26 26 26 6' -T' F 30 30 30 30 8' -11" F 33 33 33 33 10 6' -9" 4' -3" C 26 26 26 26 6'-6" F 30 30 30 30 8' -9" F 33 33 33 33 11 6-2" 4'4" C 26 26 26 26 6' -3" F 31 31 31 31 9 -3" F 34 34 34 34 12 64" 3' -9" D 27 27 27 27 5' -9" F 31 31 31 31 T -9" G 34 34 34 34 13 1 6 -2" 1 3'-6" 1 D 1 27 1 27 1 27 1 27 1 5' -7" 1 F 1 31 1 31 1 31 1 31 11 T-6" I G 1 34 1 34 1 34 1 34 140 MPH EXPOSURE C or 160 MPH EXPOSURE R 10 3 22' -8" 9 -10" B 23 23 25 27 9' -5" B 24 24 25 27 12'-8" C 26 26 28 30 LIVE 3.5 19' -5" 9 -0" B 24 24 25 26 6 -11" C 25 25 25 27 12' -0" D 27 27 28 29 LOAD 4 1IT-0" T-4" B 24 24 24 26 9-6- C 25 25 25 26 111-6" E 28 28 28 29 ONLY 4.5 15' -1" V -10" C 25 25 25 26 8' -2" C 26 26 26 26 11' -1" E 29 29 29 29 5 13' -7" 6'-5" C 25 25 25 25 T -11" C 27 27 27 27 10'-8" F 30 30 30 30 5.5 124" &-a, C 25 25 25 25 T-8" D 27 27 27 27 10'4" F 30 30 30 30 6 111-4" 51-8" C 25 25 25 25 T -5" E 28 28 28 28 10' -1" F 31 31 31 31 6.5 10' -5" 641, C 26 26 26 26 T -3" E 28 28 28 28 9' -9" F 31 31 31 31 7 9' -8" 6 -1" C 26 26 26 26 T -1" E 29 29 29 29 9'-6" F 32 32 32 32 7.5 9' -1" 4' -10" C 26 26 26 26 6-11" E 29 29 29 29 9' 4" F 32 32 32 32 8 6-6" 4' -0" C 26 26 26 26 6-9" F 30 30 30 30 9'4" F 33 33 33 33 8.5 8' -0" 4' -0" C 26 26 26 26 6'-8" F 30 30 30 30 8' -11" F 33 33 33 33 9 7'-6" 4' -3" C 27 27 27 27 6-6" F 30 30 30 30 8' -9" F 34 34 34 34 9.5 T -2" 4' -1" C 27 27 27 27 6' -5" F 31 31 31 31 8'4" F 34 34 34 34 10 6' -9" 4' -0" C 27 27 27 27 6' -3" F 31 31 31 31 6 -3" F 34 34 34 34 11 6' -2" 3' -9" D 27 27 27 27 6' -1" F 32 32 32 32 TAU, G 35 35 35 35 12 6-8" 3'-6" D 27 27 27 27 5' -7" F 32 32 32 32 T -5" G 35 35 35 35 13 1 6 -2" 1 Y -3" I D 1 27 1 27 1 27 1 27 11 5' -5" 1 F 1 32 1 32 1 32 1 32 11 T -1" I G 35 1 35 35 35 TABLE 6.9 0.043 "x3 "x3" Steel Lockseam MU89 0.120 "0"x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 B Attached Freestanding of 23 Attached Freestanding of C Attached Freestanding oI 23 25 Structure Multis an Units 23 Structure Multis an Units 27 Structure Multispan Units GROUND TRIB POST MAX 21 23 MAX POST LENGTH MAX C 22 MAX POST LENGTH 11 MAX 25 11'-7" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACIN POST SIZE CONSTRAINED FOOTER SPACINE POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" d" 26 5 6' -9" 6' -0" (in) (in) (in) (in) I 22 (in) (in) (in) (in) D 24 (in) (in) (in) (in) or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 25 3 11' -0" 8' -3" B 21 21 23 24 9' -1" C 21 22 23 25 12' -3" D 23 24 26 27 3.5 9'-8" T -6" B 21 21 23 24 8' -T' C 22 22 23 25 11'-7" E 24 24 25 27 4 8'-6" 6-11" C 21 21 22 24 8' -3" C 23 23 23 24 11' -1" E 25 25 25 27 4.5 7'-6" 6' -5" C 22 22 22 23 T -11" C 23 23 23 24 101-8" F 26 26 26 26 5 6' -9" 6' -0" C 22 22 22 23 T -8" D 24 24 24 24 10' -4" F 26 26 26 26 5.5 6' -2" 5' -7"' C 22 22 22 23 T -5" E 24 24 24 24 10' -0" F 27 27 27 27 6 5'-8" 5' -3" C 22 22 22 23 T -2" E 25 25 25 25 9' -8" F 27 27 27 27 6.5 5' -2" 5' -0" C 23 23 23 23 T-9- E 25 25 25 25 9' -5" F 28 28 28 28 7 4' -10" 4' -9" C 23 23 23 23 6-10" F 26 26 26 26 9-3" F 28 28 28 28 7.5 4' -0" 4' -6" C 23 23 23 23 6' -8" F 26 26 26 26 9' -0" F 29 29 29 29 8 4' -3" 4'4" C 23 23 23 23 6-6" F 26 26 26 26 9 -10" F 29 29 29 29 8.5 4' -0" 4' -2" C 23 23 23 23 6' -5" F 27 27 27 27 8' -T' F 29 29 29 29 9 1 3' -9" 4' -0" 1 C 23 1 23 1 23 23 6' -3" F 1 27 27 1 27 1 27 8'4" F 30 30 30 30 9.5 3' -7" 3' -10" D 23 23 23 23 6' -2" F 27 1 27 27 27 11 8' -U' G 1 30 30 1 30 1 30 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 11'-4" T -11" B 21 22 24 25 8' -10" C 22 23 24 26 11' -11" D 25 25 27 28 3.5 9'-8" T -2" B 22 22 23 25 8' -5" C 23 23 24 25 11'-4" E 25 25 26 28 4 8'-6" 6' -T' C 22 22 23 24 8' -0" C 24 24 24 25 10' -10" E 26 26 26 28 4.5 T-0" 6' -1" C 22 22 23 24 7' -8" D 24 24 24 25 10' -5" F 27 27 27 27 5 6-9" 5' -8" C 23 23 23 24 T -5" E 25 25 25 25 10' -0" F 27 27 27 27 5.5 6' -2" 6-4" C 23 23 23 24 T -2" E 25 25 25 25 9' -9" F 28 28 28 28 6 5'-8" 5' -0" C 23 23 23 24 7' -0" E 26 26 26 26 9' -5" F 29 29 29 29 6.5 5' -2" 4' -9" C 23 23 23 23 6-10" F 26 26 26 26 9' -2" F 29 29 29 29 7 4' -10" 4'-6" C 24 24 24 24 6'-8" F 27 27 27 27 9' -0" F 30 30 30 30 7.5 4'-6" 4'-4" C 24 24 24 24 6-6" F 27 27 27 27 6 -9" F 30 30 30 30 8 4' -3" 4' -1" C 24 24 24 24 64" F 28 28 28 28 8'-6" F 30 30 30 30 8.5 4' -0" 3' -11" C 24 24 24 24 6' -3" F 28 28 28 28 8' -2" G 31 31 31 31 9 3' -9" T -9" D 24 24 24 24 6' -1" F 28 28 28 28 T -11" G 31 31 31 31 9.5 3' -T' 3' -8" D 24 24 24 24 6' -0" F 29 29 29 29 7' -8" G 31 31 31 31 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 79 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.9 0.043 "x3 "x3" Steel Lockseam MU89 0.120 "x3 "x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 21 Attached Freestanding oI 24 Attached Freestanding oI 21 Attached Freestanding of 25 12'4" Structure Multis an Units 24 Structure Multis an Units LIVE Structure Multis an Units GROUND TRIB POST MAX 23 24 MAX POST LENGTH MAX 22 22 MAX POST LENGTH MAX 11' -8" E MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' ' 10' I 12' POST MIN FOOTER 8' I 10' 1 12' POST MIN FOOTER 8' ' 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC- POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11.5' 5 7' -1" 6-0" C (in) (in) (in) (in) 22 23 (in) (in) (in) (in) 24 24 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 3 11' -10" 8'4" B 21 22 23 24 9' -1" B 21 22 23 25 12'4" C 23 24 26 27 LIVE 3.5 10' -2" T -7" B 21 21 23 24 8'-8" C 22 22 23 25 11' -8" E 24 24 26 27 LOAD 4 8' -11" 7' -0" C 21 21 22 24 8' -3" C 23 23 23 24 11' -2" E 25 25 25 27 ONLY 4.5 7' -11" 6-6" C 22 22 22 23 8' -0" C 23 23 23 24 10' -9" F 26 26 26 26 11.5' 5 7' -1" 6-0" C 22 22 22 23 7'-8" D 24 24 24 24 110'4" F 26 26 26 26 5.5 6' -5" 6-8" C 22 22 22 23 7' -5" E 24 24 24 24 19 -0" F 27 27 27 27 6 5' -11" 6-4" C 22 22 22 23 7' -3" E 25 25 25 25 9' -9" F 27 27 27 27 6.5 6 -5" 5' -1" C 23 23 23 23 7'-0" E 25 25 25 25 9' -0" F 28 28 28 28 7 5' -1" 4' -10" C 23 23 23 23 6-10" E 26 26 26 26 9' -3" F 28 28 28 28 7.5 4' -9" 4' -7" C 23 23 23 23 61-8" F 26 26 26 26 91-1" F 29 29 29 29 8 4' -5" 4' -5" C 23 23 23 23 6' -T' F 26 26 26 26 8' -10" F 29 29 29 29 8.5 4' -2" 4' -2" C 23 23 23 23 6-5" F 27 27 27 27 81-8" F 30 30 30 30 9 T -11" 4' 4" C 23 23 23 23 6'4" F 27 27 27 27 8'-4" F 30 30 30 30 9.5 T -9" S -11" C 24 24 24 24 6'-2" F 27 27 27 27 8' -1" G 30 30 30 30 10 3'-6" 3' -9" D 24 24 24 24 6' -1" F 28 28 28 28 7' -10" G 30 30 30 30 11 3'-2" T-6" D 24 24 24 24 6 -11" F 28 28 28 28 T -5" G 31 31 31 31 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 3 111-10" 8' 4" B 21 22 24 25 8' -10" C 22 23 24 26 12'-0" D 25 25 27 28 LIVE 3.5 10'4" T -3" B 22 22 23 25 8' -5" C 23 23 24 25 11'-4" E 25 25 26 28 LOAD 4 8' -11" 6'-8" C 22 22 23 24 8' -1" C 24 24 24 25 10' -10" E 26 26 26 28 ONLY 4.5 T -11" 6' -2" C 23 23 23 24 T -9" D 24 24 24 25 10' -5" F 27 27 27 27 11.5' 5 T -1" 5' -9" C 23 23 23 24 7' 4" D 25 25 25 25 10' -1" F 28 28 28 28 5.5 V -5" 5'4" C 23 23 23 24 T -3" E 25 25 25 25 9' -9" F 28 28 28 28 6 5' -11" 6 -1" C 23 23 23 24 T-9- E 26 26 26 26 9-6" F 29 29 29 29 6.5 5' -5" 4' -10" C 23 23 23 23 6-10" F 26 26 26 26 9' -3" F 29 29 29 29 7 5' -1" 4' -7" C 24 24 24 24 6'-8" F 27 27 27 27 9-91 F 30 30 30 30 7.5 4' -9" 4'4" C 24 24 24 24 6'-6" F 27 27 27 27 8' -10" F 30 30 30 30 8 4' -5" 4' -2" C 24 24 24 24 6-5" F 28 28 28 28 8' -T' F 30 30 30 30 8.5 4' -2" 4' 4" C 24 24 24 24 F -3" F 28 28 28 28 8' -3" F 31 31 31 31 9 3' -11" TAU' D 1 24 24 24 24 6' -2" F 28 28 28 28 8' -0" G 31 1 31 31 31 9.5 Y -9" 3'-8" D 24 24 24 24 6' 4" F 29 29 29 29 11 T -9" 1 G 31 31 31 31 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11' -10" T -T' B 22 23 24 26 81-8" C 23 23 25 27 111-8" E 26 26 28 29 LIVE 3.5 10' -2" 6' -11" C 23 23 24 26 8' -3" C 24 24 25 26 11' -1" E 27 27 27 29 LOAD 4 8' -11" 6'4" C 23 23 24 25 T -10" C 25 25 25 26 10' -T' F 27 27 27 29 ONLY 4.5 T -11" V -10" C 23 23 23 25 T -T' D 25 25 25 26 10' -2" F 28 28 28 28 11.5' 5 T -1" 6 -5" C 24 24 24 25 T-4" E 26 26 26 26 9' -10" F 29 29 29 29 5.5 6' -5" 6 -1" C 24 24 24 24 T -1" E 27 27 27 27 91-6" F 29 29 29 29 6 5' -11" 4'-10" C 24 24 24 24 6-10" F 27 27 27 27 9-3" F 30 30 30 30 6.5 5' -5" 4' -7" C 24 24 24 24 6'-8" F 28 28 28 28 9' -0" F 30 30 30 30 7 6 -1" 4'4" C 24 24 24 24 6'-6" F 28 28 28 28 8' -9" F 31 31 31 31 7.5 4' -9" 4' -1" C 25 25 25 25 64" F 28 28 28 28 81-6" F 31 31 31 31 8 4' -5" Y -11" C 25 25 25 25 6-3" F 29 29 29 29 8' -2" G 32 32 32 32 8.5 4' -2" Y -9" D 25 25 25 25 6'4" F 29 29 29 29 T -11" G 32 32 32 32 9 T -11" Y -T' D 25 25 25 25 6' -0" F 30 30 30 30 T-8" G 32 32 32 32 9.5 T -9" 3'-6" D 25 25 25 1 25 6 -11" F 30 30 30 30 T -5" G 32 32 32 32 10 1 T-6" 1 3'4" 1 D 1 25 1 25 25 25 5' -9" 1 F 1 30 1 30 1 30 1 30 11 T -2" I G 33 33 33 33 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.9 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.9 TABLE 6. 0.043 "x3 "x3" Steel Lockseam MU89 0.120 "x3 "x3" Alum Beam MU96 0.120 "x4 "x4" Alum Beam MU50 B Attached Freestanding oI 24 Attached Freestanding oI C Attached Freestanding of 24 26 Structure Multis an Units 24 Structure Multis an Units 28 Structure Multis an Units GROUND TRIB POST MAX 22 23 MAX POST LENGTH MAX C 23 MAX POST LENGTH MAX 25 11' -0" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' ' 10' ' 12' POST MIN FOOTS 8' I 10' ' 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTER SPACINE POST SIZE CONSTRAINED FOOTERSPACIN 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 22 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 27 11.5' 5 51-8" 514" (in) (in) (in) (in) 22 22 (in) (in) (in) (in) E 25 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 91-6" T -6" B 21 22 24 25 8' -7" C 22 23 24 26 11' -T' E 24 25 27 28 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6' -9" C 21 22 23 25 8' -2" C 23 23 24 25 11' -0" E 25 25 26 28 8.5' 4 7' -1" 6' -3" C 22 22 23 24 T -9" D 23 23 24 25 10'-6" F 26 26 26 27 n/a 4.5 64" 5' -9" C 22 22 23 24 T -6" D 24 24 24 25 10' -1" F 27 27 27 27 11.5' 5 51-8" 514" C 22 22 22 24 T -3" E 25 25 25 25 9' -9" F 27 27 27 27 5.5 5' -2" 5' -0" C 23 23 23 24 7' 4" E 25 25 25 25 9' -5" F 28 28 28 28 6 4' -9" 4' -9" C 23 23 23 23 6-10" F 26 26 26 26 9' -2" F 28 28 28 28 6.5 4'4" 4' -6" C 23 23 23 23 6' -T' F 26 26 26 26 8' -11" F 29 29 29 29 7 4' -1" 4' -3" C 23 23 23 23 6' -5" F 27 27 27 27 8' -8" F 29 29 29 29 7.5 3'4" 4'4" C 23 23 23 23 6'4" F 27 27 27 27 8' -5" F 30 30 30 30 8 3'-6" 3-10" D 23 23 23 23 6' -2" F 27 27 27 27 8' -1" G 30 30 30 30 8.5 34" T -8" D 24 24 24 24 6' -1" F 28 28 28 28 T -9" G 30 30 30 30 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 91-6" T -1" B 22 23 24 26 8'4" C 23 23 25 26 11' -3" E 25 26 27 29 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 6-5" C 22 22 24 25 T -11" C 24 24 25 26 101-8" F 26 26 27 29 8.5' 4 T -1" 5' -11" C 22 22 23 25 T -7" D 24 24 24 26 10' -3" F 27 27 27 28 n/a 4.5 6'4" 5' -5" C 23 23 23 25 7'-3" E 25 25 25 26 9' -10" F 28 28 28 28 11.5' 5 5'-8" 5' -1" C 23 23 23 24 7"4" E 26 26 26 26 9-6" F 28 28 28 28 5.5 6 -2" 4' -9" C 23 23 23 24 6-10" F 26 26 26 26 9' -2" F 29 29 29 29 6 4' -9" 4' -6" C 24 24 24 24 6' -T' F 27 27 27 27 8' -11" F 30 30 30 30 6.5 4'4" 4' -3" C 24 24 24 24 6' -5" F 27 27 1 27 27 8' -8" F 1 30 30 30 30 7 4' -1" 4' 4- C 24 24 24 24 6' -3" F 28 28 28 28 8'-4" F 30 30 30 30 OVER- Post Description Max H It TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A MUM HANG 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6 7' 8' 9' Ila 11' 12' 13' 14' 15' 16 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6 6.5' T 75 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.6 4' 4.5' 5' 5.5' 6' 6.6 7' 7.6 8' 8.6 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a Na n/a 6.5' T 7.5 8' 85 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' 1 Na Ma n/a Na n/a n/a n/a n/a n/a n/a 9.5' 10' 105 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Na Na 12.5' 13' TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H It POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A MUM Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E Mu89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K Mu5o 3/16 "x3 "x3" Steel Square 1 12' L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Muftis an Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "0" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3116 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square 32" 10' G MU93 3/16 "x4 "x4" Steel Square 35" 14' I MU93 3/16 "x4 "x4" Steel Square 38" Ed= 10' J MU93 3116 "x5 "x5" Steel Square 42 14 K MU93 3116 "x6 "x6" Steel Square 47 15 L MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 80 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnamCa)comcast.net =EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.10 Double 0.043 "x3 "x3" Detail MU120) Double 0.120 "x3 "x3" (Detail MU120) Double 0.120 "x4 "x4" (Detail MU120) D Att ached Freestanding of 27 Attached Freestanding oI D Attached Freestanding of 27 Freestanding of Structure Multis an Units 29 Structure Multis an Units Structure Structure Multis an Units GROUND TRIB POST MAX 27 27 MAX POST LENGTH MAX E 27 MAX POST LENGTH MAX MAX POST LENGTH 14' -0" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' ' 12' I 15' POST MIN FOOTER IT I 12' I 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 28 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d (FT) TYPE "d" "d" "d" "d" "d" "d" "d" "d" 7 9'-8" 9'-8" (in) (in) (in) (in) 29 29 (in) (in) (in) (in) F 29 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 5 13' -T' 10'4" D 27 27 27 Freestanding of 10'-8" D 27 27 27 Freestanding of 14' -5" F 29 29 29 Structure LIVE 5.5 12'-4" 10' -5" E 27 27 27 27 10'-4" E 27 27 27 MAX POST LENGTH 14' -0" F 30 30 30 WIDTH LOAD 6 11'-4" 10' -2" E 28 28 28 8' I 12' ' 15' 10' -1" E 28 28 28 (FT) 13' -T' F 31 31 31 SPACINC ONLY 6.5 10' -5" 9' -10" F 28 28 28 27 9' -10" E 28 28 28 (FT) 13' -2" F 31 31 31 "d" "d" "d" "d" 7 9'-8" 9'-8" F 29 29 29 28 9' -7" F 29 29 29 (in) 12' -11" F 32 32 32 31 7.5 9'-1" 9' -5" F 29 29 29 28 9'-4" F 29 29 29 28 12' -7" F 32 32 32 31 8 8'-6" 9' -2" F 30 30 30 28 9' -2" F 29 29 29 28 12'-4" F 33 33 33 31 8.5 8' -0" 9' -0" F 30 30 30 29 8' -11" F 30 30 30 29 12' -1" G 33 33 33 32 9 7' 6" 8' -10" F 30 30 30 29 8' -9" F 30 30 30 29 11' -10" G 33 33 33 32 9.5 T -2" 8'-8" F 31 31 31 29 8'-8" F 31 31 31 30 11'-8" G 34 34 34 33 10 6' -9" 8'-6' F 31 31 31 30 8--6-- F 31 31 31 30 11' -5" G 34 34 34 33 10.5 6' -5" 8'-4" F 31 31 31 30 8'-4" F 31 31 31 30 11' -3" G 35 35 35 33 11 6' -2" 8' -2" F 32 32 32 30 8' -3" F 32 32 32 31 11' -1" G 35 35 35 34 11.5 5' -11" T -11" F 32 32 32 30 8' -1" F 32 32 32 31 10' -11" H 35 35 35 34 12 5'-8" T -9" F 32 32 32 8' -0" F 32 32 32 10' -9" H 36 36 36 13 6 -2" 7'-6" F 32 32 32 T -9" F 33 33 33 10'-0" H 36 36 36 14 4' -10" T -3" F 33 33 33 T -2" F 33 33 33 9' -T' H 36 36 36 15 4'-6" T -0" G 33 33 33 T -0" G 33 33 33 9' -5" 1 H 1 37 37 1 37 EXPOSURE C or 150 MPH EXPOSURE 8 10 5 13' -T` 10' -5" E 28 28 28 Freestanding of 10'-4" E 28 28 28 Freestanding of 13' -11" F 31 31 31 Structure LIVE 5.5 12'4" 10' -1" E 28 28 28 27 10' -0" E 28 28 28 MAX POST LENGTH 13'-6" F 31 31 31 WIDTH LOAD 6 11'4" 9-9" F 29 29 29 8' I 12' ' 15' 9'-8" F 29 29 29 (FT) 13' -1" F 32 32 32 SPACINC ONLY 6.5 10' -5" 9'-6" F 29 29 29 27 9' -5" F 29 29 29 (FT) 12' -9" F 32 32 32 "d" "d" "d" "d" 7 91-8" 9-3" F 30 30 30 28 9' -3" F 30 30 30 (in) 12' -5" F 33 33 33 31 7.5 9' -1" 9-1" F 30 30 30 28 W-91 F 30 30 30 28 12' -2" F 34 34 34 31 8 8'S" 8' -11" F 31 31 31 28 8' -10" F 31 31 31 28 11' -11" G 34 34 34 31 8.5 8' -0" 8'-8" F 31 31 31 29 81-8" F 31 31 31 29 11'-8" G 34 34 34 32 9 T-6" 8'-6" F 32 32 32 29 8'-0" F 32 32 32 29 11' -5" G 35 35 35 32 9.5 T -2" 8'-4" F 32 32 32 29 8'4" F 32 32 32 30 11'3" G 35 35 35 33 10 6-9" 8' -1" F 32 32 32 30 8' -2" F 32 32 32 30 11'-0" G 36 36 36 33 10.5 6' -5" T -11" F 33 33 33 30 8' -1" F 33 33 33 30 10' -10" H 36 36 36 33 11 6-2" T -9" F 33 33 33 30 T -11" F 33 33 33 31 10'x" H 36 36 36 34 11.5 5' -11" T -T' F 33 33 33 30 T -10" F 33 33 33 31 19-6" H 37 37 37 34 12 6-8" 7'5" F 33 33 33 T-8" G 34 34 34 10' -5" H 37 37 37 13 5'4" 7' -1" G 34 34 34 Tf" G 34 34 34 10' -1" H 38 38 38 14 4' -10" V -10" G 34 34 34 V -10" G 34 34 34 9' -3" H 38 38 38 15 1 4'S" 1 6' -T' I G 1 35 1 35 35 6-9" 1 G 1 35 1 35 1 35 9' -1" 1 H 1 38 1 38 1 38 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 5 13' -T' 10' -1" E 29 29 29 Freestanding of 10' -0" E 29 29 29 Freestanding of 13'-6" F 32 32 32 Structure LIVE 5.5 12'-4" 9' -9" F 30 30 30 27 9'-8" F 29 29 29 MAX POST LENGTH 13' -0" F 33 33 33 WIDTH LOAD 6 11'-4" 9'S" F 30 30 30 8' I 12' ' 15' 9' -5" F 30 30 30 (FT) 12'-8" F 33 33 33 SPACINC ONLY 6.5 10'5" 9'-3" F 31 31 31 27 9' -2" F 31 31 31 (FT) 12'-4" F 34 34 34 "d" "d" "d" "d" 7 91-8" 9' -0" F 31 31 31 28 8' -11" F 31 31 31 (in) 12' -0" G 34 34 34 31 7.5 9' -1" 8' -9" F 32 32 32 28 8' -9" F 32 32 32 28 11'5" G 35 35 35 31 8 8'-6" 8' -T' F 32 32 32 28 81-6" F 32 32 32 28 11'5" G 35 35 35 31 8.5 8' -0" V -5" F 33 33 33 29 8'-4" F 32 32 32 29 11'-3" G 36 36 36 32 9 T -0" 8' -2" F 33 33 33 29 8' -2" F 33 33 33 29 11' -1" G 36 36 36 32 9.5 T -2" T -11" F 33 33 33 29 &A., F 33 33 33 30 10' -10" H 37 37 37 33 10 6' -9" T -9" F 33 33 33 30 T -11" F 34 34 34 30 10'-8" H 37 37 37 33 10.5 6' -5" T -T' F 34 34 34 30 T -9" F 34 34 34 30 10'-6" H 38 38 38 33 11 U -2" T-4" F 34 34 34 30 T-8" G 34 34 34 31 10'-4" H 38 38 38 34 11.5 5' -11" 7'-3" F 34 34 34 30 7' -7" G 35 35 35 31 10' -2" H 38 38 38 34 12 5'-8" 7' -1" G 34 34 34 T' F G 35 35 35 10' -1" H 39 39 39 13 5' -2" 6' -9" G 35 35 35 T -3" G 36 36 36 9' -9" H 39 39 39 14 4' -10" 6'-6" G 35 35 35 6'-8" G 36 36 36 9' -0" H 39 39 39 15 4'-6" 6'41" G 36 36 36 6'-6" G 36 36 36 8' -9" H 40 40 40 TABLE 6.10 Double 0.043 "x3"x3" Detail MU120) Double 0.120 "x3 "x3" Detail MU120) Double 0.120 "x4 "x4" Detail MU120) 26 Attached Freestanding of 9'-8" Attached Freestanding of 26 Attached Freestanding of 13-9' F Structure Multis an Units 28 Structure Multis an Units 1 Structure Multispan Units GROUND TRIB POST MAX 27 9'4" MAX POST LENGTH MAX 26 26 MAX POST LENGTH MAX F 29 MAX POST LENGTH SNOW WIDTH SPACINE POST MIN FOOTER 8' ' 12' I 15' POST MIN FOOTS 8' I 12' ' 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ONSLABSPACINC F POST SIZE CONSTRAINEDFOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 8' -11" POST SIZE CONSTRAINED FOOTEF (PSF) 27 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" I "d" I "d" I (FT) TYPE "d" "d" "d" "d" 7 4' -10" 8' -8" F 28 (in) (in) (in) (in) 28 8' -T' (in) (in) (in) (in) 28 28 (in) (in) (in) (in) or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 25 5 6' -9" 9'4" F 26 26 26 27 9'-8" F 26 26 26 27 13-9' F 28 28 28 29 5.5 6' -2" 9' -5" F 26 26 26 27 9'4" F 26 26 26 27 12' -T' F 29 29 29 29 6 5'-8" 9'4" F 27 27 27 27 91-1" F 27 27 27 27 12' -3" F 30 30 30 30 6.5 5' -2" 8' -11" F 27 27 27 27 8' -10" F 27 27 27 27 11' -11" G 30 30 30 30 7 4' -10" 8' -8" F 28 28 28 28 8' -T' F 28 28 28 28 11'-7" G 31 31 31 31 7.5 4'-6" 8' -6" F 28 28 28 28 8' -5" F 28 28 28 28 11'-4" G 31 31 31 31 8 4' -3" 8' -3" F 28 28 28 28 8' -3" F 28 28 28 28 11' -1" G 31 31 31 31 8.5 4' -0" 8' -0" F 29 29 29 29 8' -1" F 29 29 29 29 10' -11" H 32 32 32 32 9 3'4" T -9" F 29 29 29 29 T -11" F 29 29 29 29 101-8" H 32 32 32 32 9.5 3' -7" T -6" F 29 29 29 29 T -9" F 30 30 30 30 10'4" H 33 33 33 33 10 3-4" T-4- F 30 30 30 30 7'-8" G 30 30 30 30 104" H 33 33 33 33 10.5 3' -2" T -2" G 30 30 30 30 7'-6" G 30 30 30 30 10' -2" H 33 33 33 33 11 3' -1" T -0" G 30 1 30 1 30 30 T -5" G 31 31 31 31 10' -0" H 34 34 34 34 11.5 2' -11" 6' -10" G 30 30 30 30 7'-4" G 31 31 31 31 9' -10" H 34 34 34 34 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 5 6' -9" 9' -5" F 27 27 27 28 9' -5" F 27 27 27 28 12'-8" F 30 30 30 30 5.5 6-2" 9' -T' F 28 28 28 28 9' -1" F 27 27 27 28 12' -3" F 30 30 30 30 6 5'-8" 8' -11" F 28 28 28 28 8' -10" F 28 28 28 28 11' -11" G 31 31 31 31 6.5 5' -2" 8'-8" F 29 29 29 29 8' -T' F 28 28 28 28 11' -7" G 31 31 31 31 7 4' -10" 8' -5" F 29 29 29 29 8' -5" F 29 29 29 29 1 V-4" G 32 32 32 32 7.5 4'-6" 8' -2" F 29 29 29 29 8' -2" F 29 29 29 29 11' -1" G 32 32 32 32 8 4' -3" T -11" F 30 30 30 30 8' -0" F 30 30 30 30 10' -10" H 33 33 33 33 8.5 4' -0" T -8" F 30 30 30 30 T -10" F 30 30 30 30 10' -7" H 33 33 33 33 9 3' -9" T -5" F 30 30 30 30 T -8" G 31 31 31 31 10'-5" H 34 34 34 34 9.5 3' -T' T -3" F 31 31 31 31 7' -T' G 31 31 31 31 10' -3" H 34 34 34 34 10 3'-4" T -1" G 31 31 31 31 7' -5" G 31 31 31 31 10' -0" H 35 35 35 35 10.5 Y -2" V -11" G 31 31 31 31 7'4" G 32 32 32 32 9' -10" H 35 35 35 35 11 3-1" 6-9" G 31 31 31 31 T -2" G 32 32 32 1 32 9' -9" H 1 35 35 35 35 11.5 2' -11" 1 6' -7" 1 G 1 32 1 32 L 32 1 32 T -1" G 32 32 32 32 9' -7" H 36 36 1 36 1 36 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 81 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA.' TABLE 6.1 Double 0.043 "x3 "x3" Detail MU120 Double 0.120 "x3 "x3" Detail MU120) Double 0.120 "x4 "x4" Detail MU120) F Attached Freestanding of 26 Attached Freestanding of F Attached Freestanding of 26 27 Structure Multis an Units 28 Structure Multis an Units 29 Structure Multis an Units GROUND TRIB POST MAX 26 26 MAX POST LENGTH MAX F 26 MAX POST LENGTH MAX 27 12'-8" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACINC- POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 27 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 30 "d" "d" "d" 7 5' -1" V -9" F (in) (in) 28 28 (in) (in) (in) (in) F 28 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 5 T -1" 9' -9" F 26 26 26 27 9'4" F 26 26 26 27 13' -1" F 28 28 28 29 LIVE 5.5 6' -5" 9'-6" F 26 26 26 27 9' -5" F 26 26 26 27 12'-8" F 29 29 29 29 LOAD 6 6 -11" 9' -2" F 27 27 27 27 9'-1" F 27 27 27 27 12'4" F 30 30 30 30 ONLY 6.5 6 -5" 8' -11" F 27 27 27 27 8' -11" F 27 27 27 27 12'-0" G 30 30 30 30 "d" "d" "d" 7 5' -1" V -9" F 28 28 28 28 81-8" F 28 28 28 28 111-8" G 31 31 31 31 7.5 4'4" 8'-6" F 28 28 28 28 8'-6" F 28 28 28 28 11' -5" G 31 31 31 31 8 4' -5" a -3" F 29 29 29 29 8' -3" F 29 29 29 29 11' -2" G 32 32 32 32 8.5 4' -2" 8' -0" F 29 29 29 29 8' -1" F 29 29 29 29 10' -11" G 32 32 32 32 9 T -11" T -10" F 29 29 29 29 8' -0" F 29 29 29 29 10' -9" H 32 32 32 32 9.5 T -9" T -7" F 29 29 29 29 T -10" F 30 30 30 30 10' -T' H 33 33 33 33 10 3'-6" 7' -5" F 30 30 30 30 7'-8" G 30 30 30 30 10'4" H 33 33 33 33 10.5 3'4" T -3" F 30 30 30 30 T -7" G 30 30 30 30 10' -2" H 33 33 33 33 11 T -2" 7' -1" G 30 30 30 30 T -5" G 31 31 31 31 10' -0" H 34 34 34 34 11.5 3' -1" 6-11" G 30 30 30 30 7'4" G 31 31 31 31 9' -11" H 34 34 1 34 34 12 2' -11" 6' -9" G 31 31 31 31 7'4" G 31 31 31 31 9' -9" H 34 34 34 34 13 2'4" 6'4" G 31 31 1 31 31 7' -0" G 32 32 32 32 j 9-6" H 35 1 35 35 1 35 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 5 T -1" 9'-6" F 27 27 27 28 9' -5" F 27 27 27 28 12' -9" F 30 30 30 30 LIVE 5.5 6' -5" 9' -2" F 28 28 28 28 9' -2" F 27 27 27 28 12'4" F 30 30 30 30 LOAD 6 6 -11" 8' -11" F 28 28 28 28 8' -10" F 28 28 28 28 12'-0" G 31 31 31 31 ONLY 6.5 6 -5" 8'4" F 29 29 29 29 8'-8" F 29 29 29 29 111-8" G 32 32 32 32 "d" "d" "d" 7 5' -1" 8'-6" F 29 29 29 29 8' -5" F 29 29 29 29 11'-4" G 32 32 32 32 7.5 4'4- 8' -3" F 29 29 29 29 8'4" F 29 29 29 29 11' -1" G 33 33 33 33 8 4' -5" V -0" F 30 30 30 30 8' -1" F 30 30 30 30 10' -10" H 33 33 33 33 8.5 4' -2" T -9" F 30 30 30 30 T -11" F 30 30 30 30 19-8" H 33 33 33 33 9 T -11" T-6" F 30 30 30 30 T -9" F 31 31 31 31 10' -5" H 34 34 34 34 9.5 3' -9" T -0" F 31 31 31 31 7' -T' G 31 31 31 31 10'4" H 34 34 34 34 10 3'-6" 7' -1" G 31 31 31 31 T-6" G 31 31 31 31 10' -1" H 35 35 35 35 10.5 3'-4" 6-11" G 31 31 31 31 T-4" G 32 32 32 32 V -11" H 35 35 35 35 11 a -2" 6' -10" G 1 31 31 1 31 31 T -3" G 32 1 32 32 32 914" H 35 35 35 35 11.5 1 T -1" I 61-8" G 32 32 32 32 T -2" G 32 32 32 32 9-8" H 1 36 1 36 1 36 1 36 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 5 T -1" 9-3" F 28 28 28 29 9' -2" F 28 28 28 29 12'5" F 31 31 31 31 LIVE 5.5 6-5" 9' -0" F 29 29 29 29 8' -11" F 29 29 29 29 12' -0" G 32 32 32 32 LOAD 6 5'41" 8' -9" F 29 29 29 29 8'-8" F 29 29 29 29 111-8" G 32 32 32 32 ONLY 6.5 5' -5" 8'-6" F 30 30 30 30 8' -5" F 30 30 30 1 30 111-4" G 33 33 33 33 "d" "d" "d" 7 5' -1" 8' -2" F 30 30 30 30 V -3" F 30 30 30 30 11'4" G 33 33 33 33 7.5 4' -9" T -11" F 31 31 31 31 8' -0" F 31 31 31 31 10' -10' H 34 34 34 34 8 4' -5" T-8" F 31 31 31 31 T -10" F 31 31 31 31 10' -7" H 34 34 34 34 8.5 4' -2" T -5" F 31 31 31 31 T-8" F 32 32 32 32 10'5" H 35 35 35 35 9 3' -11" T -3" F 32 32 32 32 T -T' G 32 32 32 32 10' -2" H 35 35 35 35 9.5 3' -9" T -1" G 32 32 32 32 T5" G 32 32 32 32 10' -0" H 36 36 36 36 10 3'-6" 6' -10" G 32 32 32 32 T4" G 33 33 33 33 9-10" H 36 36 36 36 10.5 3'-4" 6'-8" G 32 32 32 32 T -2" G 33 33 33 33 9 8" H 37 37 37 37 11 3'4" 6' -T' G 33 33 33 33 T -1" G 33 33 33 33 9'-6" H 37 37 37 37 11.5 T -1" 6' -5" G 33 33 33 33 6' -11" H 34 34 34 34 9' -5" 1 1 37 37 37 37 12 2' -11" 6' -3" G 33 33 33 33 6' -10 H 34 34 34 34 9' -3" 1 38 38 38 38 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.10 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.10 TABLE 6.10 Double 0.043 "x3 "x3" Detail MU120) Double 0.120 "x3 "x3" Detail MU120 Double 0.120 "x4 "x4" Detail MU120 27 Attached Freestanding of 9' -1" Attached Freestanding of 27 Attached Freestanding of 12' -3" F Structure Multis an Units 29 Structure Multis an Units 5.5 Structure Multispan Units GROUND TRIB POST MAX 28 8' -10" MAX POST LENGTH MAX 27 27 MAX POST LENGTH 11 MAX G 30 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' 1 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 16 LOAD (FT) ONSLABSPACINC G POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 8' -5" POST SIZE CONSTRAINED FOOTEF (PSF) 28 (FT) (FT) TYPE "d" "d" "d "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 7 4' -1" 8' -1" F 29 (in) (in) (in) (in) 29 8' -2" (in) (in) (in) (in) 29 29 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 5 5'4" 9' -2" F 27 27 27 28 9' -1" F 27 27 27 28 12' -3" F 29 29 29 30 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 8' -11" F 27 27 27 28 8' -10" F 27 27 27 28 11' -11" G 30 30 30 30 8' 6 4'4" 8' -8" F 28 28 28 28 8' -T' F 28 28 28 28 11' -7" G 31 31 31 31 Na 6.5 4'-4" 8' -5" F 28 28 28 28 8'4' F 28 28 28 28 11' -3" G 31 31 31 31 IT 7 4' -1" 8' -1" F 29 29 29 29 8' -2" F 29 29 29 29 ti' -0" G 32 32 32 32 7.5 3' -9" T -10" F 29 29 29 29 T -11" F 29 29 29 29 10' -9" H 32 32 32 32 8 3'4" T -T' F 29 29 29 29 T -9" F 30 30 30 30 19-6" H 33 33 33 33 8.5 3'-4" 7'4" F 30 30 30 30 T -8" G 30 30 30 30 10' -3" H 33 33 33 33 9 3-2" T -2" G 30 30 30 30 T -6" G 30 30 30 30 10' -1" H 33 33 33 33 9.5 T-O" 6' -11" G 30 30 30 30 7'4" G 31 31 31 31 9' -11" H 34 34 34 34 10 2' -10" 6' -9" G 30 30 30 30 T -3" G 31 31 31 31 9'-9" H 34 34 34 34 10.5 2'-8" 6-7" G 1 31 1 31 1 31 1 31 11 T -1" 1 G 1 31 1 31 31 1 31 1 9' -7" H 35 35 35 1 35 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 5' -8" 8' -11" F 28 28 28 29 8' -10" F 28 28 28 29 11' -11" G 31 31 31 31 Alum 0.040 "x3 "x3" Lockseam 5.5 6 -2" 8' -8" F 28 28 28 29 8' -T' F 28 28 28 29 11' -7" G 31 31 31 31 8' 6 4' -9" 8' -5" F 29 29 29 29 8' 4" F 29 29 29 29 11' -3" G 32 32 32 32 Na 6.5 4'-4" 8' -1" F 29 29 29 29 8' -1" F 29 29 29 29 10' -11" G 32 32 32 32 IT 7 4' -1" 7'4" F 30 30 30 30 T -11" F 30 30 30 30 101-8" H 33 33 33 33 7.5 3'4" 7' -6" F 30 30 30 30 7'4" F 30 30 30 30 10' -5" H 34 34 34 34 8 3'-6" 7'4" F 30 30 30 30 7' -T' G 31 31 31 31 10' 4" H 34 34 34 34 8.5 3'4" 7' -1" G 31 31 31 31 11 7' -5" G 1 31 31 1 31 31 10' -0" H 34 34 1 34 1 34 9 3' -2" 6' -10" G 31 31 31 31 T -3" G 32 32 32 32 9' -10" H 35 35 35 35 OVER- Post Description Max H t POST Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU17 Twin 0.062 "x1.5 "x1.5" Scroll HANG B MU100 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' 8' 9' 10' 11' 12' 13' 14' 15 ' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.6 4' 4.6 5' 5.5' 6' 6.5' T 7.5' 8' 8.5' T 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.5' 5' 5.6 6' 6.5' 7' 75 8' 8.5' 9' 9.5' 10' 10.6 11' 11.5' 2 Na n/a n/a n/a n/a 6.6 T 7.5' 8' 8.5' 9' 95 10' 103 11' 11.5' 12' 3' 1 n/a n/a n/a n/a n/a n/a n/a n/a 11/3 n/a 9.6 10' 10.5' IT 11.5' 12' 12.5' 4' Na n/a Na n/a Na n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.5' 13' TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU17 Twin 0.062 "x1.5 "x1.5" Scroll 9' B MU100 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' E Mu89 Alum 0.055 "x3 "x3" Fluted 12' F Muss Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 1 12' 1 K IMU50 14' 3/16 "x3 "x3" Steel S uan 1 12' 1 L IMU93 d= 38" 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "0" Square d= 27" 8' B WI Alum 0.120 "x4 "x4" Square d= 28" 8' E MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E IMU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16"x5 x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel Square d= 47 15 L MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10, FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2124/2014 Page 82 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carsoutnam(c comcast.net 'EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.11 Samson Beam Detail MU99 3.5 "x3" Alum I Beam Detail MU65 no beam C Att ached Freestanding oI 28 Attached Freestanding oI B Attached Freestanding of 25 26 Structure Multis an Units 0 Structure Multis an Units 19 Structure Multis an Units GROUND TRIB POST MAX 26 28 MAX POST LENGTH MAX B 23 MAX POST LENGTH MAX 26 0' -0" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' ( 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 26 (FT) (FT) TYPE "d" "d "d" "d" (FT) TYPE d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 20 5 13' -7" 10 -10" (in) (in) (in) (in) 27 27 (in) (in) (in) (in) C 25 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 3 22'4" 13-7" C 24 26 28 29 10' -10" B 23 23 25 26 U -0" A 0 16 18 19 LIVE 3.5 19' -5" 12-11" C 25 26 28 29 10'4- B 23 23 24 26 0' -0" A 0 16 18 20 LOAD 4 17'-0" 12'4" C 26 26 27 29 9' -10" C 24 24 24 26 0 -0" A 0 17 18 20 ONLY 4.5 15'4" 11'-6" D 26 26 27 28 91-6" C 25 25 25 25 0' -0" A 0 17 18 20 5 13' -7" 10 -10" D 27 27 27 28 9-2" C 25 25 25 25 0' -0" A 0 17 19 20 5.5 12'-4" 10' -2" E 27 27 27 28 8' -10" C 26 26 26 26 V-a' A 0 17 19 20 6 11'4" 9-8" E 27 27 27 27 8' -T' D 26 26 26 26 0' -0" A 0 17 19 20 6.5 10' -5" 9' -3" E 28 28 28 28 8' -5" E 27 27 27 27 0' -0" A 0 17 19 20 7 9'-8" 8' -10" E 28 28 28 28 8' -2" E 27 27 27 27 0' -0" A 0 18 19 21 7.5 9' -1" 8' -5" E 28 28 28 28 8' -0" E 28 28 28 28 0' -0" A 0 18 19 21 8 8' -6" 8' -1" F 28 28 28 28 T -10" E 28 28 28 28 0' -0" A 0 18 19 21 8.5 8' -0" T -9" F 29 29 29 29 7'4" F 28 28 28 28 0' -0" A 0 18 20 21 9 7'-6" T-6" F 29 29 29 29 T-6" F 29 29 29 29 0' -0" A 0 18 20 21 9.5 T -2" T -3" F 29 29 29 29 T-6- F 29 29 29 29 0' -0" A 0 18 20 21 10 6-9" T-9- F 29 29 29 29 T -3" F 29 29 29 29 0' -0" A 0 18 20 21 11 6-2" 6' -T' F 29 29 29 29 T -0" F 30 30 30 30 0 -0" A 0 19 20 22 12 5'-8" 6' -2" F 30 30 30 30 6' -5" F 30 30 30 30 a-a, A 0 19 20 22 13 1 6 -2" 1 S -10" 1 F 1 30 1 30 1 30 30 6' -3" F 31 31 31 31 0' -0" A 0 19 21 22 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22'-8" 13' -1" C 25 27 29 30 10-6" B 24 24 26 27 0 -0" A 0 17 19 20 LIVE 3.5 19-5" 12'-5" C 26 27 28 30 9' -11" C 24 24 25 27 0' -0" A 0 17 19 20 LOAD 4 1 T-0" 11' -T' D 27 27 28 30 91-6" C 25 25 25 26 0 -0" A 0 17 19 21 ONLY 4.5 15' -1" 10' -10' D 27 27 28 29 9-2" C 26 26 26 26 0' -0" A 0 18 19 21 5 13' -T' 10'4" E 28 28 28 29 8'10" C 26 26 26 26 0' -0" A 0 18 19 21 5.5 12' -0" 9-7" E 28 28 28 28 8' -7" D 27 27 27 27 a-a' A 0 18 19 21 6 11'4" 9' -1" E 28 28 28 28 814" E 27 27 27 27 0' -0" A 0 18 20 21 6.5 10' -5" V-8" E 29 29 29 29 8' -1" E 28 28 28 28 0' -0" A 0 18 20 21 7 9'-8" V -3" E 29 29 29 29 T -11" E 28 28 28 28 0' -0" A 0 18 20 21 7.5 9' -1" T -11" F 29 29 29 29 7'-8" E 29 29 29 29 0' -0" A 0 18 20 22 8 8'-6" T -T' F 29 29 29 29 T-6- F 29 29 29 29 0' -0" A 0 19 20 22 8.5 8' -0" T -3" F 29 29 29 29 T -5" F 30 30 30 30 0' -0" A 0 19 20 22 9 7'-6" T -0" F 30 30 30 30 T -3" F 30 30 30 30 0' -0" A 0 19 20 22 9.5 T -2" 6-9" F 30 30 30 30 T -1" F 30 30 30 30 0' -0" A 0 19 21 22 10 6-9" 6-6" F 30 30 30 30 T-a- F 31 31 31 31 0' -0" A 0 19 21 22 11 6-2" 6' -1" F 30 30 30 30 6'-8" F 31 31 31 31 0' -0" A 0 19 21 22 12 6-8" 5' -9" F 31 31 31 31 6-2" F 31 31 31 31 0 -0" A 0 20 21 23 13 1 5' -2" 1 5' -5" 1 F 1 31 1 31 1 31 1 31 1 5' -11" 1 F 1 32 1 32 1 32 1 32 11 V -0" I A 1 0 1 20 1 21 1 23 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22'-8" 12-8" C 26 28 30 31 10 -2" C 24 25 26 28 0 -0" A 0 18 19 21 LIVE 3.5 19,5" 11' -10" D 27 28 29 31 9' -7" C 25 25 26 28 0' -0" A 0 18 20 21 LOAD 4 1 T4" 11' -0" D 28 28 29 30 9-2" C 26 26 26 27 0 -0" A 0 18 20 21 ONLY 4.5 15' -1" 1U -W E 28 28 28 30 V -10" C 27 27 27 27 0 -0" A 0 18 20 21 5 13' -7' 9-7" E 28 28 28 30 8'-6" D 27 27 27 27 0'4)" A 0 18 20 22 5.5 12'-4" 9-1" E 29 29 29 29 8' -3" E 28 28 28 28 a-V A 0 19 20 22 6 1114" 8' -T' E 29 29 29 29 8'-0" E 29 29 29 29 0' -0" A 0 19 20 22 6.5 10 -5" 8' -2" F 29 29 29 29 T -10" E 29 29 29 29 a-al A 0 19 21 22 7 9'-8" T -9" F 30 30 30 30 T-F- F 30 30 30 30 0' 4" A 0 19 21 22 7.5 9' -1" T -5" F 30 30 30 30 T -5" F 30 30 30 30 0' -0" A 0 19 21 22 8 9-6" T -1" F 30 30 30 30 T4" F 30 30 30 30 0' -0" A 0 19 21 22 8.5 8' -0" 6-10" F 30 30 30 30 T -2" F 31 31 31 31 Y -0" A 0 19 21 23 9 7'-6" 6-7" F 31 31 31 31 T -0" F 31 31 31 31 0' -0" A 0 20 21 23 9.5 T -2" 64- F 31 31 31 31 V -11" F 32 32 32 32 0' -0" A 0 20 21 23 10 U -9" 6-2" F 31 31 31 31 6' -9" F 32 32 32 32 0' -0" A 0 20 22 23 11 6' -2" 5' -9" F 31 31 31 31 6' -3" F 32 32 32 32 0' -0" A 0 20 22 23 12 5-8" 5' -5" F 32 32 32 32 F -10" F 32 32 32 32 0' -0" A 0 20 22 24 13 1 6 -2" 1 5' -1" 1 F 1 32 1 32 1 32 32 5'-6" F 33 1 33 1 33 1 33 1 0' -0" 1 A 0 1 21 22 24 TABLE 6.11 Samson Beam Detail MU99 3.5 "x3" Alum I Beam Detail MU65) no beam D Attached Freestanding 27 Attached Freestanding oI C Attached Freestanding of 24 26 Structure Multis an Uni 16 Structure Multis an Units 24 Structure Multis an Units GROUND TRIB POST MAX 25 27 MAX POST LE MAX C 23 MAX POST LENGTH MAX 25 3' -T' MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10 JFOOTER POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED PACIN POST SIZE CONSTRAINED FOOTERSPACIN 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 23 5 6' -9" 9' 4" (in) (in) (in) 25 26 (in) (in) (in) (in) E 24 (in) (in) (in) (in) or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 25 3 11'4" 12'4" D 23 26 27 29 9' -9" C 22 23 24 26 4' -1" A 16 21 23 24 3.5 91-8" 11'4" D 24 25 27 28 9-3" C 23 23 24 25 3' -T' A 16 21 22 23 4 8'-6" 101-4" E 24 25 26 28 8' -11" C 23 23 24 25 3' -2" A 16 20 22 23 4.5 7'-6" 9' -T' E 25 25 26 27 8'4" D 24 24 24 25 2' -10" A 17 20 21 23 5 6' -9" 9' 4" E 25 25 26 27 8'4" E 24 24 24 25 2' -T' A 17 19 21 22 5.5 6' -2" 8' -6" E 25 25 25 27 8' 4" E 25 25 25 25 2'4" A 17 19 21 22 6 5'-8" 8' -0" F 26 26 26 26 T -9" E 25 25 25 25 2' -2" A 17 19 20 22 6.5 5'4" T -8" F 26 26 26 26 7' -T' F 26 26 26 26 2' -0" A 17 19 20 22 7 4' -10" T -3" F 26 26 26 26 7'4" F 26 26 26 26 1' -10" A 17 19 20 21 7.5 4'-6" 6-11" F 26 26 26 26 T -2" F 27 27 27 27 T -9" A 17 18 20 21 8 4'4" 6' -8" F 27 27 27 27 T -1" F 27 27 27 27 11-8" A 17 18 20 21 8.5 4' -0" 6' -5" F 27 27 27 27 6-11" F 27 27 27 27 1'-6" A 17 18 20 21 9 T -9" 6' -2" F 27 27 27 27 6' -9" F 28 28 28 28 T -5" A 17 18 20 21 9.5 1 3' -7" 5' -11" F 27 1 27 1 27 27 6' -6" F 28 28 28 28 1'-4" A 17 18 20 21 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 111-4" 11' -8" D 24 26 28 30 9'-6" C 23 23 25 27 0' -0" A 0 17 19 20 3.5 9'-8" 10'-8" E 25 26 28 29 9' -1" C 24 24 25 26 a a. A 0 17 19 20 4 8'-6" 9' -10" E 25 25 27 29 8'4" D 24 24 25 26 014" A 0 17 19 21 4.5 T-6" 9' -2" E 26 26 27 28 8'4" E 25 25 25 26 0.91 A 0 18 19 21 5 6'4" 8' -T' E 26 26 26 28 8' -0" E 26 26 26 26 a-y' A 0 18 19 21 5.5 6' -2" 8' -1" F 26 26 26 28 T -9" E 26 26 26 26 a-91 A 0 18 19 21 6 6-8" T -8" F 27 27 27 27 T -T' F 27 27 27 27 0' -0" A 0 18 20 21 6.5 5' -2" T -3" F 27 27 27 27 7'-4" F 27 27 27 27 0' -0" A 0 18 20 21 7 4' -10" U -11" F 27 27 27 27 T -T' F 28 28 28 28 0' -0' A 0 18 20 21 7.5 4'-6" 6' -T' F 27 27 27 27 T -0" F 28 28 28 28 9-0" A 0 18 20 22 8 4' -3" 64, F 28 28 28 28 6-10" F 28 28 28 28 0' -0" A 0 19 20 22 8.5 4' -0" T -1" F 28 28 28 28 6' -8" F 29 29 29 29 a a. A 0 19 20 22 9 3'4- 5' -10" F 28 28 28 28 6'-4" F 29 29 29 29 0' -0" A 0 19 20 22 9.5 1 3' -T' I F -T' I F 1 28 1 28 28 1 28 11 V -1" F 1 29 1 29 29 1 29 11 a-9- I A 1 0 1 19 1 21 1 22 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 83 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.11 Samson Beam (Detail MU99 ) 3.5 "x3" Alum I Beam Detail MU65) no beam 23 Attached Freestanding oI 29 Attached Freestanding of 22 Attached Freestanding of 26 0' -0" Structure Multis an Units 16 Structure Multis an Units LIVE Structure Multis an Units GROUND TRIB POST MAX 27 28 MAX POST LENGTH MAX 23 23 MAX POST LENGTH MAX 0' -0" A MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 26 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11.5' 5 T -1" 91-1" E (in) (in) (in) (in) 26 27 (in) (in) (in) (in) 24 24 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 3 11' -10" 12'4" C 23 26 27 29 9' -10" C 22 23 24 26 0' -0" A 0 16 18 19 LIVE 3.5 10' -2" 11' -3" D 24 25 27 28 9'4" C 23 23 24 25 0' -0" A 0 16 18 20 LOAD 4 V -11" 10' -5" E 24 25 26 28 V -11" C 23 23 24 25 0' -0" A 0 17 18 20 ONLY 4.5 T -11" 9' -9" E 25 25 26 27 8' -7" D 24 24 24 25 0' -0" A 0 17 18 20 11.5' 5 T -1" 91-1" E 25 25 26 27 8' -3" E 24 24 24 25 0' -0" A 0 17 19 20 5.5 6' -5" 8' -7" E 25 25 25 27 F -0" E 25 25 25 25 a -0" A 0 17 19 20 6 5' -11" 8' -1" F 26 26 26 26 T -10" E 25 25 25 25 0' 4" A 0 17 19 20 6.5 5-5" T -9" F 26 26 26 26 T -T' F 26 26 26 26 0' -0" A 0 17 19 20 7 6 -1" T-4" F 26 26 26 26 T -5" F 26 26 26 26 0' -0" A 0 18 19 21 7.5 4'4" T -0" F 26 26 26 26 T -3" F 27 27 27 27 0' -0" A 0 18 19 21 8 4' -5" 6-9" F 27 27 27 27 T -1" F 27 27 27 27 0' -0" A 0 18 19 21 8.5 4' -2" 6-5" F 27 27 27 27 6'-11" F 27 27 27 27 0' 4" A 0 18 20 21 9 T -11" 6' -3" F 27 27 27 27 6-10" F 28 28 28 28 0' -0" A 0 18 20 21 9.5 T -9" 6-0" F 27 27 27 27 6' -T' F 28 28 28 28 0' -0" A 0 18 20 21 10 3'-6" 6 -9" F 27 27 27 27 6'-4" F 28 28 28 28 a -0" A 0 18 20 21 11 1 T -2" 1 6 -5" 1 F 1 28 1 28 1 28 1 28 11 5' -10" 1 F 1 28 1 28 1 28 1 28 11 0' 4" 1 A 1 0 1 19 1 20 1 22 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 3 11' -10" 11' -10" D 24 26 28 30 9' -7" C 23 23 25 27 3' -11" A 17 22 23 25 LIVE 3.5 10' -2" 10' -9" D 25 26 28 29 9' -1" C 24 24 25 26 T -5" A 17 21 23 24 LOAD 4 8'-11" 9' -11" E 25 26 27 29 8'-8" D 24 24 25 26 Y -0" A 17 21 22 24 ONLY 4.5 T -11" 9' -3" E 26 26 27 28 8'4" D 25 25 25 26 2'-8" A 17 20 22 23 11.5' 5 T -1" 8'-8" E 26 26 26 28 8'4" E 26 26 26 26 2' -5" A 17 20 22 23 5.5 V -5" 9 -2" F 26 26 26 28 T -10" E 26 26 26 26 2'4" A 17 20 21 23 6 s -11" T -9" F 27 27 27 27 T -T' F 27 27 27 27 2' -0" A 17 20 21 23 6.5 s -5" T -0" F 27 27 27 27 T -5" F 27 27 27 27 1' -11" A 17 19 21 22 7 6 -1" T -0" F 27 27 27 27 T -T' F 28 28 28 28 V -9" A 17 19 21 22 7.5 4' -9" 6-8" F 27 27 27 27 T -1" F 28 28 28 28 1' -8" A 17 19 21 22 8 4' -5" 6-5" F 28 28 28 28 6-11" F 28 28 28 28 1'-6" A 17 19 20 22 8.5 4' -2" 6' -1" F 28 28 28 28 6-8" F 29 29 29 29 V -5" A 17 19 20 22 9 3' -11" 6 -11" F 28 28 28 28 6-5" F 1 29 29 29 29 1'-4" A 17 19 20 22 9.5 T -9" 5'-8" F 1 28 1 28 1 28 1 28 11 6' -2" F 29 1 29 1 29 29 1' -&' 1 A 1 17 1 19 1 21 1 22 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11' -10" 111-4" D 25 27 29 31 9'4" C 24 24 26 27 0' -0" A 0 18 19 21 LIVE 3.5 10' -2" 10'-4" E 26 27 28 30 6 -10" C 25 25 26 27 0' 4" A .0 18 20 21 LOAD 4 8'41" 9'-6" E 26 26 28 30 8'-6" D 25 25 25 27 9-al A 0 18 20 21 ONLY 4.5 T -11" 6 -10" E 27 27 28 29 8' -2" E 26 26 26 27 a -0" A 0 18 20 21 11.5' 5 T -1" 8' -3" F 27 27 27 29 T -10" E 27 27 27 27 0' 4" A 0 18 20 22 5.5 6' -5" T -9" F 27 27 27 28 T -7" F 27 27 27 27 U-91 A 0 19 20 22 6 6 -11" T4" F 28 28 28 28 T -5" F 28 28 28 28 a -0" A 0 19 20 22 6.5 6 -5" T -0" F 28 28 28 28 T -2" F 28 28 28 28 V -0" A 0 19 21 22 7 V -1" 6-8" F 28 28 28 28 T-U' F 29 29 29 29 0' -0" A 0 19 21 22 7.5 4' -9" 64, F 28 28 28 28 6' -10" F 29 29 29 29 a -0" A 0 19 21 22 8 4' -5" V -1" F 29 29 29 29 6-8" F 29 29 29 29 0' -0" A 0 19 21 22 8.5 4' -2" 6 -10" F 29 29 29 29 6' 4" F 30 30 30 30 0' -0" A 0 19 21 23 9 T -11" S -7" F 29 29 29 29 6-1" F 30 30 30 30 0' -0" A 0 20 21 23 9.5 T -9" 6 -5" F 29 29 29 29 6 -10" F 30 30 30 30 0' 4" A 1 0 20 1 21 23 10 1 3'-6" 1 6 -2" F 1 29 1 29 1 29 29 64" 1 F 1 30 1 30 1 30 1 30 11 U -0" I A 0 20 22 23 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.11 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.11 TABLE 6.11 Samson Beam Detail MU99 3.5 "x3" Alum I Beam (Detail MU65 no beam D Attached Freestanding of 28 Attached Freestanding of C Attached Freestanding of 25 26 Structure Multis an Units 0 Structure Multis an Units 1 Structure Multis an Units GROUND TRIB POST MAX 26 27 MAX POST LENGTH MAX C 23 MAX POST LENGTH MAX 26 0' -0" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTEF 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAS SPACINC POST SIZE CONSTRAINED FOOTER SPACINC- POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 25 (F7) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" I[._( A TYPE "d" "d" "d" V. 21 11.5' 5 6-8" 8' -2" (in) (in) (in) (in) 26 26 (in) (in) (in) (in) E 25 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 91-6" 11' -1" D 24 26 28 29 9' -3" C 23 23 25 26 a -0" A 0 17 19 20 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 10' -2" E 24 26 27 29 8' -9" C 23 23 25 26 0' -0" A 0 17 19 20 8.6 4 T -1" 9'4" E 25 25 27 28 8' -5" D 24 24 24 26 0' 4" A 0 17 19 21 n/a 4.5 64" 6 -8" E 25 25 26 28 8' -1" E 25 25 25 26 0' -0" A 0 18 19 21 11.5' 5 6-8" 8' -2" F 26 26 26 28 T -10" E 25 25 25 26 U -0" A 0 18 19 21 5.5 6 -2" T -8" F 26 26 26 27 T -T' F 26 26 26 26 0' -0" A 0 18 19 21 6 4' -9" T -3" F 26 26 26 27 7'-4" F 26 26 26 26 0' 4" A 0 18 20 21 6.5 4'4" 6-10" F 26 26 26 27 T -2" F 27 27 27 27 0' -0" A 0 18 20 21 7 4' -1" 6' -6" F 27 27 27 27 T -0" F 27 27 27 27 U-91 A 0 18 20 21 7.5 T -9" 6'4" F 27 27 27 27 6-10" F 28 28 28 28 0' -0" A 0 18 20 22 8 3' -0" 5' -11" F 27 27 27 27 6' -6" F 28 28 28 28 0' -0" A 0 19 20 22 8.5 3'4" 1 5' -8" F 1 27 27 27 27 6'4" F 28 28 28 28 0' -0" A 0 19 20 22 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 9-6" 10' -T' E 25 27 29 30 9' -0" C 24 24 26 27 0' -0" A 0 18 19 21 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 9'-8" E 25 26 28 30 8' -T' D 24 24 25 27 0' -0" A 0 18 20 21 8.6 4 T -1" 8' -11" E 26 26 28 29 8' -2" E 25 25 25 27 0' -0" A 0 18 20 21 n/a 4.5 6'-4" 8' -3" F 26 26 27 29 T -10" E 26 26 26 27 0' -0" A 0 18 20 21 11.5' 5 6-8" T -9" F 27 27 27 28 T -T' F 26 26 26 26 0' -0" A 0 18 20 22 5.5 6 -2" T -3" F 27 27 27 28 7'-4" F 27 27 27 27 U -0" A 0 19 20 22 6 4' -9" 6-10" F 27 27 27 28 T -2" F 27 27 27 27 0' -0" A 0 19 20 22 6.5 4'-4" 6' -0" F 27 27 27 27 6' -11" F 28 28 28 1 28 0' 4" A 0 19 21 22 7 4' -1" 6' -2 F 28 28 28 28 6' -9" F 28 28 28 28 0' -0" A 0 19 21 22 OVER- Post Description Max H t TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mu1oo HANG 9' B Mum 0.024 "x3 "x3" Post w/ Side lat PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) IT T v 9 10' 11' 12' 13' 14' 15' 16 1T 18' 19 20' 21' 22' 0' 3' 3.6 4' 4.6 S' 55 6' 6.5' T 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 1' 3.6 4' 45 6 5.5' 6' 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.6 2' n/a n/a n/a n/a n/a 63 T 7.5' 8' 8.5' 9 9.6 10' 10.5' 11' 11.5' 12' 3' 1 n/a n/a n/a n/a Na n/a n/a n/a n1a n/a 9.5' 10' 105 11' 11.5' 12' 12.5' 4' n/a We n1a n/a n/a n/a n/a Na n/a n/a n/a n/a n/a n/a n/a 12.5' 1 TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mu1oo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mum 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0,055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "xWx3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3/16 "x3 "x3" Steel Square 12' L Musa 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Hei ht POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel Square d= 47 15 L--MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 84 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outnam0comcast.net =EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.12 4 "x3" I Beam (Detail MU56 ) 5 "x3" Alum I Beam Detail MU57) 5 "x4.11" I Beam Detail MU65) 23 Attached Freestanding of 27 Attached Freestanding of 24 Attached Freestanding of 29 16' -2" Structure Multispan Units 27 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 25 27 MAX POST LENGTH MAX 25 25 MAX POST LENGTH MAX 15' -5" D MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS USPACING POST SIZE CONSTRAINED FOOTEF (PSF) 26 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 5 13' -7" 10'4" D (in) (in) (in) (in) 26 26 (in) (in) (in) (in) 27 27 (in) (in) (in) (in) TABLE 6.12 4 "x3" I Beam Detail MU56 22' -8" 5 "x3" Alum I Beam Detail MU57 5 "x4.11" 1 Beam (Detail MU65 23 Attached Freestanding of 27 Attached Freestanding of 24 Attached Freestanding of 29 16' -2" Structure Multispan Units 27 Structure Multi Units LIVE Structure Multispan Units GROUND TRIB POST MAX 25 27 MAX POST LENGTH MAX 25 25 MAX POST LENGTH MAX 15' -5" D MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' ' 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAE3 SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 15' -1" POST SIZE CONSTRAINED FOOTEF (PSF) 26 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" "d" 5 13' -7" 10'4" D (in) (in) (in) (in) 26 26 (in) (in) (in) (in) 27 27 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 10 3 22' -8" 12' -0" B 23 24 26 27 13'4" C 24 26 27 29 16' -2" C 26 27 28 30 LIVE 3.5 19' -5" 11'-6" C 24 24 25 27 12' -9" C 25 25 27 28 15' -5" D 27 27 28 29 LOAD 4 17' -0" 11'4" C 25 25 25 27 12'-4" C 26 26 27 28 14' -9" E 27 27 28 29 ONLY 4.5 15' -1" 10'-8" C 26 26 26 26 11' -11" D 27 27 27 28 14' -2" E 28 28 28 1 29 5 13' -7" 10'4" D 26 26 26 26 11' -T' E 27 27 27 28 IT-8" F 29 29 29 29 5.5 12'4" 10' -0" E 27 27 27 27 11' -3" E 28 28 28 28 13' -3" F 29 29 29 29 6 11'4" 91-8" E 27 27 27 27 10' -9" F 28 28 28 28 12' -10" F 30 30 30 30 6.5 10' -5" 9-4" E 28 28 28 28 10' -1" F 28 28 28 28 12'-6" F 31 31 31 31 7 9'-8" 8' -10" E 28 28 28 28 91-6" F 29 29 29 29 12' -2" F 31 31 31 31 7.5 9' -1" 8' -5" E 28 28 28 28 9' -0" F 29 29 29 29 11' -11" F 32 32 32 32 8 8'-6" &-a, E 28 28 28 28 8' -T' F 29 29 29 29 11' -8" F 32 32 32 32 8.5 8' -0" T-8" F 28 28 28 28 8' -2" F 29 29 29 29 11' -3" F 32 32 32 32 9 7'-6" T4" F 28 28 28 28 T -9" F 29 29 29 29 10' -9" F 32 32 32 32 9.5 T -2" T -0" F 29 29 29 29 T -5" F 29 29 29 29 10'4" F 33 33 33 33 10 6-9" 6' -9" F 29 29 29 29 T -1" F 29 29 29 29 10' -0" F 33 33 33 33 11 6-2" 6' -3" F 29 29 29 29 6' -T' F 29 29 29 29 9' -3" F 33 33 33 33 12 6-8" 5' -9" F 29 29 29 29 6-1" F 29 29 29 29 8'-8" G 33 33 33 33 13 1 5' -2" 1 5' -5" 1 F 1 29 1 29 1 29 29 5'-8" F 30 30 30 30 8' -2" G 33 33 33 33 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 3 22' -8" 11'-6" C 24 25 26 28 12' -9" C 25 26 28 30 15'-8" D 27 28 29 31 LIVE 3.5 19-5" 11' -0" C 25 25 26 28 12' -2" C 26 26 28 29 14' -10" E 28 28 29 30 LOAD 4 17' -0" 10' -7" C 26 26 26 28 11' -9" D 27 27 28 29 14' -2" E 29 29 29 30 ONLY 4.5 16 -1" 10' -3" D 27 27 27 27 11' -5" E 1 28 28 28 29 13'-8" F 29 29 29 30 5 13' -T' 9-11" E 27 27 27 27 11' -1" E 28 28 28 29 13' -2" F 30 30 30 30 5.5 12'4" 9'-8" E 28 28 28 28 10' -7" F 29 29 29 29 12' -9" F 31 31 31 31 6 11' 4" 9-2" E 28 28 28 28 9-11" F 29 29 29 29 12'5" F 31 31 31 31 6.5 10' -5" 8'-8" E 29 29 29 29 94" F 29 29 29 29 12' -1" F 32 32 32 32 7 91-8" 8' -2" E 29 29 29 29 8' -9" F 29 29 29 29 11' -9" F 32 32 32 32 7.5 9-1" T -9" F 29 29 29 29 8'-4" F 30 30 30 30 11' -5" F 33 33 33 33 8 8'-6" T -5" F 29 29 29 29 T -10" F 30 30 30 30 10' -11" F 33 33 33 33 8.5 8' -0" T -0" F 29 29 29 29 7'-6" F 30 30 30 30 10' -5" F 33 33 33 33 9 7'-6" 6-9" F 29 29 29 29 T -2" F 30 30 30 30 10' -0" F 33 33 33 33 9.5 T -2" a -5" F 29 29 29 29 6' -10" F 30 30 30 30 9'-7" F 34 34 34 34 10 6-9" 6' -2" F 29 29 29 29 6' -0" F 30 30 30 30 9-3" F 34 34 34 34 11 6' -2" 5' -9" F 30 30 30 30 6-0" F 30 30 30 30 8' -7" G 34 34 34 34 12 6-8" 5'-4" F 30 30 30 30 5' -T' F 30 30 30 30 8' -0" G 34 34 34 34 13 1 6 -2" 1 6-0" 1 F 1 30 1 30 1 30 1 30 11 5' -2" 1 F 1 30 1 30 1 30 1 30 11 T -0" I G 1 34 1 34 1 34 1 34 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 3 22' -8" 11' -0" C 25 26 27 29 1T -3" C 26 27 29 30 15' -T' E 28 28 30 32 LIVE 3.5 19-5" 101-6" C 26 26 27 29 11' -9" D 27 27 29 30 14'-4" E 29 29 30 31 LOAD 4 1T -0" 10' -2" D , 27 27 27 28 11' -0" E 28 28 28 30 13' -9" F 30 30 30 31 ONLY 4.5 15' -1" 9' -10" D 28 28 28 28 10' -11" E 29 29 29 30 13' -3" F 31 31 31 31 5 13' -T' 9' -T' E 28 28 28 28 10' _8" F 29 29 29 30 1T -9" F 31 31 31 31 5.5 12'-4" 9-2" E 29 29 29 29 9-10" F 30 30 30 30 174, F 32 32 32 32 6 1114" 8' -T' E 29 29 29 29 9-3" F 30 30 30 30 1T -0" F 33 33 33 33 6.5 10' -5" 9-1" F 29 29 29 29 8'-8" F 30 30 30 30 111-8" F 33 33 33 33 7 9'-8" T -T' F 30 30 30 30 8' -2" F 30 30 30 30 11' -3" F 34 34 34 34 7.5 9' -1" T -3" F 30 30 30 30 7'-8" F 30 30 30 30 19-8" F 34 34 34 34 8 8'S" 6' -10" F 30 30 30 30 T -3" F 30 30 30 30 10' -2" F 34 34 34 34 8.5 8' -0" 6'S" F 30 30 30 30 6' -11" F 30 30 30 30 9-9" F 34 34 34 34 9 7'-6" 6' -3" F 30 30 30 30 6' -T' F 31 31 31 31 9'-4" G 34 34 34 34 9.5 T -2" 6-0" F 30 30 30 30 6' -3" F 31 31 31 31 8' -11" G 34 34 34 34 10 6-9" 5' -9" F 30 30 30 30 6-0" F 31 31 31 31 8' -7" G 35 35 35 35 11 6' -2" 5'4" F 30 30 30 30 6-6" F 31 31 31 31 T -11" G 35 35 35 35 12 5'-8" 4' -11" F 31 31 31 31 5' -1" F 31 31 31 31 T5" G 35 35 35 35 13 1 6 -2" 1 4' -T' I F 1 31 1 31 1 31 31 4' -9" 1 F 1 31 1 31 1 31 1 31 11 6' -11" 1 G 35 35 35 35 25 3 11'-4" 11'-0" C 23 24 25 27 13'4" E 24 26 27 29 14' -T' E 25 26 28 29 3.5 91-8" 1015" D 23 23 25 26 12'-8" E 25 25 27 28 13' -10" F 26 26 27 29 4 8'-6" 10' -0" E 24 24 25 26 11'-8" E 25 25 26 28 13-3" F 26 26 27 29 4.5 T-6" 9' -8" E 25 25 25 26 10' -8" F 26 26 26 27 12' -9" F 27 27 27 28 5 6' -9" 9-1" E 25 25 25 26 9-10" F 26 26 26 27 12'-4" F 28 28 28 28 5.5 6' -2" 8'-8" E 25 25 25 25 9' -1" F 26 26 26 27 11' -11" F 28 28 28 28 6 5'-8" T -11" F 26 26 26 26 8' -6" F 26 26 26 26 11' -7" F 29 29 29 29 6.5 5' -2" T -5" F 26 26 26 26 T -11" F 26 26 26 26 11' -0" F 29 29 29 29 7 4' -10" 7' -0" F 26 26 26 26 T -6" F 26 26 26 26 10' -5" F 29 29 29 29 7.5 4'-6" 6' -8" F 26 26 26 26 T -1" F 26 26 26 26 9' -11" F 30 30 30 30 8 4' -3" 6'-4" F 26 26 26 26 6' -8" F 27 27 27 27 9' -5" G 30 30 30 30 8.5 4' -0" 6' -0" F 26 26 26 26 6'-4" F 27 27 27 27 9' -0" G 30 30 30 30 9 T -9" 5' -9" F 26 26 26 26 6'-0" F 27 27 27 27 8' -T' G 30 30 30 30 9.5 3' -7" 5' -6" F 26_ 26 1 26 26 5' -9" F 1 27 27 1 27 1 27 8' -3" G 1 30 1 30 30 30 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 3 11'-4" 10' -9" C 24 25 26 28 12' -9" E 25 26 28 30 14' -3" E 26 27 29 30 3.5 9'-8" 10' -2" D 25 25 26 27 12' -2" E 26 26 28 29 13'-6" F 27 27 28 30 4 8'-6" 9' -9" E 25 25 26 27 11' -0" F 26 26 27 29 12' -11" F 28 28 28 30 4.5 7'-6" 9' -3" E 26 26 26 27 10' -0" F 27 27 27 28 12' -5" F 28 28 28 29 5 U -9" 8' -7' E 26 26 26 26 9' -3" F 27 27 27 28 12' -0" F 29 29 29 29 5.5 6' -2" 8' -0" F 26 26 26 26 8' -T' F 27 27 27 27 11' -7" F 30 30 30 30 6 5'-8" T -6" F 26 26 26 26 8' -0" F 27 27 27 27 11' -0" F 30 30 30 30 6.5 5' -2" 7*-0" F 27 27 27 27 T -5" F 27 27 27 27 10' -5" F 30 30 30 30 7 4' -10" 6' -T' F 27 27 27 27 T -0" F 27 27 27 27 9-10" F 31 31 31 31 7.5 4'-6" 6-3" F 27 27 27 27 e -T' F 27 27 27 27 9'4" G 31 31 31 31 8 4' -3" 5' -11" F 27 27 27 27 6' -3" F 27 27 27 27 8' -10" G 31 31 31 31 8.5 4' -0" 5' -8" F 27 27 27 27 5' -11" F 28 28 28 28 8' -5" G 31 31 31 31 9 T -9" 64" F 27 27 27 27 5'-8" F 28 28 28 28 8' -1" G 31 31 31 31 9.5 1 T -T' I T -2" F 27 1 27 1 27 1 27 11 64" F 1 28 1 28 1 28 1 28 T -9 G 1 31 1 31 1 31 1 31 140 MPH EXPOSURE C [CC ESR 1953 (2012 IBC) 2/24/2014 Page 85 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA.' TABLE 6.12 4 "x3" I Beam (Detail MU56 ) 5 "x3" Alum I Beam Detail MU57) 5 "x4.11" 1 Beam Detail MU65 23 Attached Freestanding of 27 Attached Freestanding of 24 Attached Freestanding of 29 14'-8" Structure Multis an Units 26 Structure Multis an Units LIVE Structure Multis an Units GROUND TRIB POST MAX 25 26 MAX POST LENGTH MAX 25 25 MAX POST LENGTH MAX 13' -11" F MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' ' 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" "d" "d" I (FT) TYPE "d" "d" I "d" d" (FT) TYPE "d" "d" I "d" I "d" 11.5' 5 T -1" 9' -2" E (in) (in) (in) (in) 25 26 (in) (in) (in) (in) I 26 26 (in) I (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 3 11' -10" 11' -1" C 23 24 25 27 13'4" D 24 26 27 29 14'-8" E 25 26 28 29 LIVE 3.5 10' -2" 10'-6" C 23 23 25 26 12' -9" E 25 25 27 28 13' -11" F 26 26 27 29 LOAD 4 8' -11" 10' -1" D 24 24 25 26 11' -10" E 25 25 26 28 13'4" F 27 27 27 29 ONLY 4.5 T -11" 91-8" E 25 25 25 26 10' -10" F 26 26 26 27 12' -10" F 27 27 27 28 11.5' 5 T -1" 9' -2" E 25 25 25 26 9' -11" F 26 26 26 27 12' -5" F 28 28 28 28 5.5 6' -5" 8' -7" E 25 25 25 25 9' -3" F 26 26 26 27 12' -0" F 28 28 28 28 6 6 -11" 8' -0" F 26 26 26 26 8' -T' F 26 26 26 26 111-8" F 29 29 29 29 6.5 5' -5" T -7" F 26 26 26 26 8' -1" F 26 26 26 26 11' -2" F 29 29 29 29 7 5' -1" T -1" F 26 26 26 26 T -T' F 27 27 27 27 10' -7" F 30 30 30 30 7.5 4' -9" 6' -9" F 26 26 26 26 T -2" F 27 27 27 27 10' -0" F 30 30 30 30 8 4' -5" 6-5" F 26 26 26 26 6' -9" F 27 27 27 27 9'-6" F 30 30 30 30 8.5 4' -2" 6' -1" F 26 26 26 26 6' -5" F 27 27 27 27 9' -1" G 30 30 30 30 9 T -11" 6 -10" F 26 26 26 26 6' -1" F 27 27 27 27 8'-8" G 30 30 30 30 9.5 3' -9" 5' -7" F 26 26 26 26 5' -10" F 27 27 27 27 8'4" G 30 30 30 30 10 3'-6" 5'-4" F 27 27 27 27 5' -7" F 27 27 27 27 8' -0" G 30 30 1 30 30 11 1 3' -2" 1 4' -11" F 1 27 1 27 1 27 1 27 11 5' -1" F 1 27 1 27 1 27 27 T -5" I G 31 1 31 31 31 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 3 11' -10" 10' -10" C 24 25 26 28 13' -1" E 25 26 28 30 14'4" E 26 27 29 30 LIVE 3.5 10' -2" 10' -3" D 25 25 26 27 12' 4" E 26 26 28 29 13' -7" F 27 27 28 30 LOAD 4 8' -11" 9' -10" E 25 25 26 27 11' -1" E 26 26 27 29 13' -0" F 28 28 28 30 ONLY 4.5 T -11" 9' -5" E 26 26 26 27 10' -2" F 27 27 27 28 12'5" F 29 29 29 29 11.5' 5 T -1" 81-8" E 26 26 26 27 9' -4" F 27 27 27 28 12' -1" F 29 29 29 29 5.5 6' -5" 8' -1" E 26 26 26 26 8'4" F 27 27 27 27 11'-8" F 30 30 30 30 6 5' -11" T -7" F 27 27 27 27 64. F 27 27 27 27 11' -2" F 30 30 30 30 6.5 5'5" T -1" F 27 27 27 27 T -T' F 27 27 27 27 10'-6" F 30 30 30 30 7 5' -1" 6'-8" F 27 27 27 27 T -1" F 27 27 27 27 9' -11" F 31 31 31 31 7.5 4' -9" 6'-4" F 27 27 27 27 6-8" F 27 27 27 27 9-5" F 31 31 31 31 8 4' -5" 6-0" F 27 27 27 27 6'4" F 28 28 28 28 9' -0" G 31 31 31 31 8.5 4' -2" 6 -9" F 27 27 27 27 6' -0" F 28 28 28 28 8' -T' G 31 31 31 31 9 T -11" 6 -5" F 27 27 27 27 5'-8" F 28 28 28 28 8' -2" G 1 31 31 31 31 9.5 1 T -9" 1 6 -2" 1 F 1 27 1 27 1 27 27 5' -5" 1 F 1 28 1 28 1 28 1 28 TAW G 31 1 31 31 31 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 3 11' -10" 10'-6" C 25 25 27 29 12' -3" E 26 27 29 30 13'41" F 27 28 30 31 LIVE 3.5 10' -2" 10' -0" E 26 26 27 28 11'4" E 27 27 29 30 13' -3" F 28 28 29 31 LOAD 4 8' -1 t" 9' -T' E 26 26 27 28 19-6" F 27 27 28 29 12'$' F 29 29 29 31 ONLY 4.5 7' -11" 8' -11" E 27 27 27 28 9' -7" F 27 27 27 29 12' -2" F 30 30 30 30 11.5' 5 T -1" 8' -3" E 27 27 27 27 8' -10" F 28 28 28 28 11'4" F 30 30 30 30 5.5 6' -5" T-8" F 27 27 27 27 8' -2" F 28 28 28 28 11' -3" F 31 31 31 31 6 5' -11" T -2" F 27 27 27 27 7' -T' F 28 28 28 28 10' -7" F 31 31 31 31 6.5 5' -5" 6'-8" F 28 28 28 28 T -1" F 28 28 28 28 9' -11" F 31 31 31 31 7 5' -1" 6'4" F 28 28 28 28 V-8" F 28 28 28 28 9' -5" G 32 32 32 32 7.5 4' -9" 6' -0" F 28 28 28 28 6' -3" F 28 28 28 28 8' -11" G 32 32 32 32 8 4' -5" 5'-8" F 28 28 28 28 5' -11" F 28 28 28 28 8'-6" G 32 32 32 32 8.5 4' -2" 5'-4" F 28 28 28 28 5'-8" F 28 28 28 28 8' -1" G 32 32 32 32 9 T -11" 5' -1" F 28 28 28 28 64, F 29 29 29 29 7' -9" G 32 32 32 32 9.5 T -9" 4' -11" F 28 28 28 28 5' -1" F 29 29 29 29 7' -5" G 32 32 1 32 32 10 3'S" 4'-8" F 28 28 28 28 4' -10 F 29 29 29 29 T -1" G 32 32 32 32 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.12 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.12 TABLE 6.12 4 "x3" I Beam Detail MU56) 5 "x3" Alum I Beam Detail MU57) 5 "x4.11" 1 Beam (Detail MU65) D Attached lFreestanding oI 26 Attached Freestanding of E Attached Freestanding of 28 29 Structure IMultispan Units 26 Structure Multis an Units I Structure Multis an Units GROUND TRIB POST MAX 24 26 MAX POST LENGTH MAX F 25 MAX POST LENGTH MAX 29 13' -1" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ONSLABSPACINC 28 POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 4.5 POST SIZE CONSTRAINED FOOTEF (PSF) 25 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" 29 11.5' 5 51-8" 8' -1" (in) (in) (in) (in) 26 26 (in) (in) (in) (in) F 26 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 3 9-6" 10' -5" D 23 24 26 27 12' -8" E 25 26 28 29 13' -10" F 26 27 28 30 Alum 0.040 "x3 "x3" Lockseam 3.5 8' -2" 9-11" E 24 24 26 27 11' -5" F 25 26 27 29 13' -1" F 27 27 28 30 8.5' 4 7' -1" 91-6" E 25 25 26 27 10' -3" F 26 26 27 28 12'-6" F 27 27 28 29 n/a 4.5 6-4" 8' -9" E 25 25 25 27 9-5" F 26 26 26 28 12' -1" F 28 28 28 29 11.5' 5 51-8" 8' -1" F 26 26 26 26 8' -7' F 26 26 26 27 111-8" F 29 29 29 29 5.5 5' -2" T -6" F 26 26 26 26 8' -0" F 26 26 26 27 11' -0" F 29 29 29 29 6 4' -9" 7' -0" F 26 26 26 26 T -5" F 26 26 26 27 10'-4" F 30 30 30 30 6.5 4'-4" 6' -7" F 26 26 26 26 6-11" F 27 27 27 27 9' -9" F 30 30 30 30 7 4' -1" 6' -2" F 26 26 26 26 6' -6" F 27 27 27 27 9' -2" G 30 30 30 30 7.5 3' -9" F -10" F 26 26 26 26 6' -2" F 27 27 27 27 8' -9" G 30 30 30 30 8 3'-6" 5'4" F 26 26 26 26 5'4" F 27 27 27 27 8' -3" G 30 30 30 30 8.5 3'-4" 5' -3" F 26 26 26 26 5'-6" F 27 27 27 27 T -11" G 30 30 30 30 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 3 9'S" 10' -2" D 24 25 27 28 12' -1" E 26 27 29 30 13' -5" F 27 28 29 31 Alum 0.040 "x3 "x3" Lockseam 3.5 V -2" 9'4" E 25 25 27 28 101-9" F 26 26 28 30 12' -9" F 28 28 29 31 8.5' 4 T -1" 9' -0" E 26 26 26 28 9' -8" F 27 27 27 29 12' -2" F 29 29 29 30 n/a 4.5 6' -4" 8' -2" E 26 26 26 27 V -10" F 27 27 27 28 11' -9" F 29 29 29 30 11.5' 5 5'-8" T -T' F 26 26 26 27 814" F 27 27 27 28 11' -2" F 30 30 30 30 5.5 5' -2" T -0" F 27 27 27 27 7' -6" F 27 27 27 28 10' -5" F 30 30 30 30 6 4' -9" 6' -T' F 27 27 27 27 6-11" F 27 27 27 27 9'4" F 30 30 30 30 6.5 4'-4" 6' -2" F 27 27 27 27 6' -6" F 27 27 27 27 9' -2" G 31 31 31 1 31 7 1 4' -1" 1 5' -9" 1 F 1 27 1 27 27 27 6' -1" 1 F 1 27 1 27 1 27 1 27 8'-8" 1 G 1 1 1 31 1 31 31 OVER- Post Description Max H t TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum HANG 9' B Mum 0.024 "x3 "x3" Post w/ Side pi PROJECTION OF SINGLE SPAN STUCTURES (FT) C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam (FT) 6' 7' 8' 9' 19 11' 12' 13' 14' 15' 16 17' 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' T 7.6 8' 8.5' 9' 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.6 5' 5.5' 6' 6.6 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 2' n/a n/a n/a n/a n/a 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 3' n/a 1 n/a n/a n/a n/a n/a n/a n/a n/a Na 95 10' 10.5' 11' 11.5' 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Na n/a n/a n/a 12.5' 13' TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mum Twin 0.062 "x1.5 "x1.5" Scroll 9' B Mum 0.024 "x3 "x3" Post w/ Side pi 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F Mu95 Alum 0.075 "xWx3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3/16 "x3 "x3" Steel Square 12' L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' 1 E IMU50 3116 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel S uare d= 47 1 15 1 L IMU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 86 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnarn comcast.net FEB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.1 7 "X4" Alum I Beam Detail MU58 7 "X5.86" Alum I Beam Detail MU63 10 "X5.86" Alum I Beam Detail MU62 F Attached Freestanding of 31 Attached Freestanding oI F Attached Freestanding oI 32 rczz;wl Structure Multis an Units 35 Structure Multis an Units 36 Structure Multis an Units GROUND TRIB POST MAX 31 31 MAX POST LENGTH MAX F 32 MAX POST LENGTH MAX 30 24' -11" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTS SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 33 (FT) (FT) TYPE "d" " c "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "Cr 38 7 9'-8" 14' -11" (in) (in) (in) (in) 33 33 (in) (in) (in) (in) G 33 (in) (in) (in) (in) TABLE 6.13 7 "X4" Alum I Beam Detail MU58 7 "X5.86" Alum I Beam (Detail MU63 ) 10 "X5.86" Alum I Beam Detail MU62 F Attached Freestanding oI 31 Attached Freestanding of F Attached Freestanding oI 32 rczz;wl Structure Multis an Units 35 Structure Multis an Units 36 Structure Multis an Units GROUND TRIB POST MAX 31 31 MAX POST LENGTH MAX F 32 MAX POST LENGTH MAX 30 24' -11" MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (F T) ON SLA SPACIN POST SIZE CONSTRAINED FOOTS PACIN POST SIZE CONSTRAINED FOOTERSPACIN 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 33 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 38 7 9'-8" 14' -11" (in) (in) (in) (in) 33 33 (in) (in) (in) (in) G 33 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 10 5 13' -7" 16'4" F 31 31 31 31 18' -11" F 32 32 32 rczz;wl 25' -T' H 35 35 35 36 LIVE 5.5 12' 4" 15' -11" F 31 31 31 31 1T -9" F 32 32 32 30 24' -11" H 36 36 36 37 LOAD 6 11'-4" 15'-6" F 32 32 32 32 16' -7" F 33 33 33 30 24'-4" H 37 37 37 37 ONLY 6.5 10' -5" 15' -2" F 33 33 33 32 15'-8" F 33 33 33 30 23' -10" H 38 38 38 38 7 9'-8" 14' -11" G 33 33 33 33 14' -9" G 33 33 33 31 23'-4" H 39 39 39 39 7.5 9' -1" 14' -7" G 34 34 34 33 14' -0" G 33 33 33 31 22' -11" 1 39 39 39 39 8 8'-6" 14' -5" G 34 34 34 33 13'-4" G 33 33 33 31 22'-6" 1 40 40 40 39 8.5 8' -0" 14' -2" G 35 35 35 34 12'-8" G 34 34 34 31 22' -2" 1 40 40 40 39 9 T-6" 13' -11" H 35 35 35 34 12' -1" G 34 34 34 31 21' -10" 1 41 41 41 40 9.5 7' -2" 13' -9" H 36 36 36 34 11' -7" G 34 34 34 31 21'-6" 1 42 42 42 40 10 6' -9" 13' -7" H 36 36 36 34 11' -1" G 34 34 34 31 21' -3" 1 42 42 42 40 10.5 6' -5" 13' -5" H 37 37 37 34 10' -8" G 34 34 34 31 21' -0" J 43 43 43 40 11 6' -2" 13' -0" H 37 37 37 34 10' -3" G 34 34 34 31 20'-8" J 43 43 43 40 11.5 5' -11" 12'-8" H 37 37 37 34 9' -10" G 34 34 34 31 20' -5" 1 43 43 43 40 12 5'-8" 12' -3" H 37 37 37 9'-6" G 34 34 34 19' -10" J 44 44 44 13 5' -2" 11'-6" H 37 37 37 8' -11" G 34 34 34 18'-8" K 44 44 44 14 4' -10" 10' -11" H 38 38 38 8'-4" G 34 34 34 17' -T' K 44 44 44 15 4'-6" 10'-4" H 38 38 38 7' -10" G 35 35 35 16' -9" K 44 44 44 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 5 13' -T' 15' -7" F 32 32 32 31 1 T-8" F 33 33 33 rczz;wl 24' -5" H 37 37 37 36 LIVE 5.5 12'-4" 15' -2" F 33 33 33 31 16' -5" F 33 33 33 30 23' -10" H 38 38 38 37 LOAD 6 11' -0" 14' -10" F 33 33 33 32 15'-4" F 34 34 34 30 23' -3" H 39 39 39 37 ONLY 6.5 10' -5" 14' -0" G 34 34 34 32 14' -5" G 34 34 34 30 22' -9" H 39 39 39 38 7 91-8" 14' -3" G 35 35 35 33 13'-8" G 34 34 34 31 22'4" 1 40 40 40 39 7.5 9' -1" 14' -0" G 35 35 35 33 12' -11" G 34 34 34 31 21' -11" 1 41 41 41 39 8 8'-6" 13' -9" G 36 36 36 33 12' -0" G 34 34 34 31 21' -7" 1 41 41 41 39 8.5 8' -0" 13'-6" H 36 36 36 34 11'$" G 34 34 34 31 21' -3" 1 42 42 42 39 9 T-6" 13'-4" H 37 37 37 34 11' -1" G 35 35 35 31 20' -11" 1 43 43 43 40 9.5 T -2" 13' -2" H 37 37 37 34 10' -7" G 35 35 35 31 29-T' J 43 43 43 40 10 6' -9" IT-O". H 38 38 38 34 10' -2" G 35 35 35 31 20'11" 1 44 44 44 40 10.5 6'-5' 12'5" H 38 38 38 34 9' -9" G 35 35 35 31 20' -1" J 44 44 44 40 11 6' -2" 12' -1" H 38 38 38 34 9' -5" G 35 35 35 31 19' -T' J 45 45 45 40 11.5 F -11" 1 t' -9" H 38 38 38 34 9' -0" G 35 35 35 31 18' -11" K 45 45 45 40 12 5'-8" 11'-4" H 38 38 38 8'-8" G 35 35 35 18'-4" K 45 45 45 13 5' -2" 10'-8" H 39 39 39 8' -1" G 35 35 35 17' -0" K 45 45 45 14 4' -10" 10' -1" H 39 39 39 T -7" G 35 35 35 16' -3" K 45 45 45 15 4'-&' 9' -7 H 39 39 39 T -2" G 35 35 35 16-6' 1 K 1 46 1 46 1 46 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 5 13' -7' 15' -0" F 33 33 33 31 16' -5" F 34 34 34 rczz;wl 23'-6" H 38 38 38 36 LIVE 5.5 12'11" 14' -7" F 34 34 34 31 15' -3" G 34 34 34 30 22' -10" H 39 39 39 37 LOAD 6 11'-4" 14' -3" G 35 35 35 32 14' 4" G 35 35 35 30 22'-4" H 40 40 40 37 ONLY 6.5 10' -5" 14' 4" G 35 35 35 32 13' -5" G 35 35 35 30 21' -11" 1 41 41 41 38 7 9'-8" 13'-8" G 36 36 36 33 12'-8" G 35 35 35 31 21' -5" 1 42 42 42 39 7.5 9' -1" 13' -5" G 36 36 36 33 11' -11" G 35 35 35 31 21' -1" I 42 42 42 39 8 8' -6" 13' -3" H 37 37 37 33 11'-4" G 35 35 35 31 20' -9" 1 43 43 43 39 8.5 8' -0" 13' -0" H 38 38 38 34 10' -9" G 35 35 35 31 20' -5" J 44 44 44 39 9 7'-6" 12' -10" H 38 38 38 34 10' -3" G 35 35 35 31 20' -1" J 44 44 44 40 9.5 T -2" 12' -7" H 39 39 39 34 9' -10" G 36 36 36 31 19' -9" 1 45 45 45 40 10 6' -9" 12' -1" H 39 39 39 34 9' -5" G 36 36 36 31 19' -T' 1 45 45 45 40 10.5 6' -5" 11'-8" H 39 39 39 34 9' -0" G 36 36 36 31 16 -11" K 46 46 46 40 11 6' -2" 11' -3" H 39 39 39 34 8'-8" G 36 36 36 31 18' -3" K 46 46 46 40 11.5 5' -11" 10' -11" H 39 39 39 34 8'-4" G 36 36 36 31 1T -7" K 46 46 46 40 12 6-8" 10' -T' H 39 39 39 8' -0" G 36 36 36 1T -1" K 46 46 46 13 5' -2" 9' -11" H 40 40 40 7'-6" G 36 36 36 16' -0" K 46 46 46 14 4' -10" 9' -5" H 40 40 40 T -0" G 36 36 36 15' -1" K 47 47 47 15 4'S" 8' -11" H 40 40 40 6' -7" G 36 36 36 14'4" 1 K 1 47 1 47 1 47 25 5 6' -5' 16-4" G 31 31 31 31 15' -3" G 30 30 30 30 26'-4" 1 36 36 36 36 5.5 6' -2" 15' -10" G 31 31 31 31 14' -2" G 30 30 30 30 25'-6" 1 37 37 37 37 6 5'-8" 15' -5" H 32 32 32 32 13' -2" G 30 30 30 30 24' -9" 1 37 37 37 37 6.5 5' -2" 15' -0" H 32 32 32 32 12'-4" G 30 30 30 30 24' -1" J 38 38 38 38 7 4' -10" 14'-6" H 33 33 33 33 111-8" G 31 31 31 31 23'-6" J 39 39 39 39 7.5 4' -6" 13' -10" H 33 33 33 33 11' -0" G 31 31 31 31 22' -5" 1 39 39 39 39 8 4' -3" 13' -3" H 33 33 33 33 10' -5" G 31 31 31 31 21' -5" 1 39 39 39 39 8.5 4' -0" 12'$" H 34 34 34 34 9' -11" G 31 31 31 31 20'-6" J 39 39 39 39 9 3' -9" 12' -2" H 34 34 34 34 9-5" G 31 31 31 31 191-8" K 40 40 40 40 9.5 T -7" 11'-8" H 34 34 34 34 9'4" G 31 31 31 31 18' -10" K 40 40 40 40 10 3'4" 11' -3" H 34 34 34 34 8' -T' G 31 31 31 31 18' -2" K 40 40 40 40 10.5 T -2" 10' -10" H 34 34 34 34 8' -3" G 31 31 31 31 1T-6" K 40 40 40 40 11 T -1" 10-5" H 34 34 34 34 T -11" G 31 31 31 31 16' -10" K 40 40 40 40 11.5 2' -11" 10 -1" 1 H 34 1 34 1 34 34 T -T' G 31 31 31 31 16' -3" K 40 40 40 40 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 5 6' -9" 15' -T' G 32 32 32 32 14'4" G 31 31 31 31 24' -5" 1 37 37 37 37 5.5 6-2" 15' -2" G 33 33 33 33 13' -3" G 31 31 31 31 23' -10" 1 38 38 38 38 6 5'-8" 14' -10" H 33 33 33 33 12' -5" G 31 31 31 31 23' -3" 1 39 39 39 39 6.5 5'-2" 14'-6" H 34 34 34 34 11' -7" G 31 31 31 31 22' -9" 1 39 39 39 39 7 4' -10" 13' -9" H 34 34 34 34 10' -11" G 32 32 32 32 22'-4" J 40 40 40 40 7.5 4'-6" 13' -1" H 34 34 34 34 10'4" G 32 32 32 32 21' -3" J 40 40 40 40 8 4' -3" 12'-6" H 35 35 35 35 9' -9" G 32 32 32 32 20' -3" J 41 41 41 41 8.5 4' -0" 12' -0" H 35 35 35 35 9-3" G 32 32 32 32 19' -0" K 41 41 41 41 9 X -9" 1 V-6" H 35 35 35 35 8' -10" G 32 32 32 32 18' -0" K 41 41 41 41 9.5 3' -T' 11' -0" H 35 35 35 35 6 -5" G 32 32 32 32 17' -9" K 41 41 41 41 10 3-4" 10' -7" H 35 35 35 35 &4T G 32 32 32 32 1T -1" K 41 41 41 41 10.5 Y -2" 10' -3" H 35 35 35 35 7'$" G 32 32 32 32 16-6" K 41 41 41 41 11 3-1" 9'-10" H 36 36 36 36 T -5" G 32 32 32 32 16 -10" K 42 42 42 42 11.5 2' -11" 1 9-6" 1 H 1 36 1 36 1 36 1 36 11 T -1" I G 1 32 32 1 32 1 32 16-4" K 42 42 1 42 1 42 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 87 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.13 7 "X4" Alum I Beam Detail MU58) 7 "X5.86" Alum I Beam Detail MU63) 10 "X5.86" Alum I Beam Detail MU62) 31 Attached Freestanding of 31 Attached Freestanding of 30 Attached Freestanding of 30 25' -T' Structure Multispan Units 35 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 31 31 MAX POST LENGTH MAX 30 30 MAX POST LENGTH MAX 24' -11" 1 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 16 POST MIN FOOTER 8' I 12' I 15' POST MIN FOOTER 8' 1 12' f 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC- POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 33 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11' 7 5' -1" 14'-8" H (in) (in) (in) (in) 33 33 (in) I (in) (in) (in) 31 31 (in) I (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 5 T -1" 16'4" G 31 31 31 31 15' -5" G 30 30 30 30 25' -T' 1 35 35 35 35 LIVE 5.5 6' -5" 15' -11" G 31 31 31 31 14'4" G 30 30 30 30 24' -11" 1 36 36 36 36 LOAD 6 5' -11" 15' -6" G 32 32 32 32 13'-4" G 30 30 30 30 24'4" 1 37 37 37 37 ONLY 6.5 5' -5" 15' -1" H 33 33 33 33 12'4" G 31 31 31 31 23-10" 1 38 38 38 38 11' 7 5' -1" 14'-8" H 33 33 33 33 11' -10" G 31 31 31 31 23-4" J 39 39 39 39 7.5 4'4" 14' -0" H 33 33 33 33 11' -2" G 31 31 31 31 22'-8" J 39 39 39 39 8 4' -5" 13' -5" H 33 33 33 33 10' -7" G 31 31 31 31 21'4" J 39 39 39 39 8.5 4' -2" 12' -10" H 34 34 34 34 10' -0" G 31 31 31 31 20' -9" J 40 40 40 40 9 T -11" 12' -3" H 34 34 34 34 9' -T' G 31 31 31 31 19' -10" J 40 40 40 40 9.5 T -9" 11' -10" H 34 34 34 34 9' -1" G 31 31 31 31 19-1" K 40 40 40 40 10 3'-6" 11'4" H 34 34 34 34 8' -9" G 31 31 31 31 18'4" K 40 40 40 40 10.5 3'4" 11' -0" H 34 34 34 34 8'4" G 31 31 31 31 17'-8" K 40 40 40 40 11 T -2" 10' -T' H 34 34 34 34 8' -0" G 31 31 31 31 17' -1" K 40 40 40 40 11.5 3' -1" 10' -3" H 35 35 35 35 T -9" G 31 31 31 31 16-6" K 40 40 40 40 12 2' -11" 9' -11" H 35 35 35 35 T -5" G 32 32 32 32 15' -11" K 41 41 1 41 41 13 1 2'4" 1 9'4" 1 H 1 35 1 35 1 35 1 35 11 6-11" 1 G 1 32 1 32 1 32 1 32 11 15' 4" 1 K 41 41 41 41 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 5 T -1" 15' -T' G 32 32 32 32 14'-6" G 31 31 31 31 25' -9" 1 38 38 38 38 LIVE 5.5 6' -5" 15' -2" G 33 33 33 33 13' -5" G 31 31 31 31 24' -11" 1 38 38 38 38 LOAD 6 6 -11" 14' -10" H 33 33 33 33 12' -7" G 31 31 31 31 24' -3" J 39 39 39 39 ONLY 6.5 5' -5" 14'4" H 34 34 34 34 11' -9" G 32 32 32 32 23' -T' J 40 40 40 40 11' 7 5' -1" 13' -11" H 34 34 34 34 11' -1" G 32 32 32 32 22'-6" J 40 40 40 40 7.5 4'4" 13' -3" H 34 34 34 34 10' -5" G 32 32 32 32 21' -5" J 40 40 40 40 8 4' -5" 12'-8" H 35 35 35 35 9-11" G 32 32 32 32 20' -5" J 41 41 41 41 8.5 4' -2" 12' -1" H 35 35 35 35 9' -5" G 32 32 32 32 19-T' J 41 41 41 41 9 T -11" 11' -T' H 35 35 35 35 8' -11" G 32 32 32 32 18' -9" K 41 41 41 41 9.5 3'4- 11' -2" H 35 35 35 35 81-6" G 32 32 32 32 19 -0" K 41 41 41 41 10 3'4" 10' -9" H 35 35 35 35 8' -2" G 32 32 32 32 1 T -0" K 41 41 41 41 10.5 3' -0" 10'4" H 36 36 36 36 7' -10" G 32 32 32 32 16'4" K 42 42 42 42 11 N -2" 19-91 H 36 36 36 36 7'-6" G 32 32 32 32 16-1" K 42 42 42 42 11.5 1 T -1" 1 9'-8" I H 1 36 1 36 1 36 1 36 11 T -2" I G 1 32 1 32 1 32 1 32 11 15'-6" 1 K 42 1 42 42 42 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 5 T -1" 16 -0" G 33 33 33 33 13-8" G 32 32 32 32 23' -6" 1 38 38 38 38 LIVE 5.5 6' -5" 14' -7" H 34 34 34 34 12'-8" G 32 32 32 32 22' -10" 1 39 39 39 39 LOAD 6 5' -11" 14' -3" H 35 35 35 35 11' -10" G 32 32 32 32 1 22'4" 1 40 40 40 40 ONLY 6.5 6 -5" 13' -11" H 35 35 35 35 11'-1" G 33 33 33 33 21' -11" J 41 41 41 41 11' 7 5' -1" 13' -2" H 35 35 35 35 10'5" G 33 33 33 33 21'5" J 42 42 42 42 7.5 4' -9" 12' -7" H 36 36 36 36 9-10" G 33 33 33 33 20'4" J 42 42 42 42 8 4' -5" 12' -0" H 36 36 36 36 9'4" G 33 33 33 33 19-5" K 42 42 42 42 8.5 4' -2" 111-6" H 36 36 36 36 8' -10" G 33 33 33 33 19-6" K 42 42 42 42 9 3-11" 11' -0" H 36 36 36 36 8' -5" G 33 33 33 33 1T -9" K 42 42 42 42 9.5 S -9" 10' -7" H 36 36 36- 36 V-9' . G 33 33 33 33 IT-01. K 43 43 43 43 10 3'-6" 10' -2" H 37 37 37 37 T$" G 33 33 33 33 19-4" K 43 43 43 43 10.5 3'-4" 9' -9" H 37 37 37 37 T-4" G 33 33 33 33 15' -9" K 43 43 43 43 11 T -2" 9-5" H 37 37 37 37 T -0" G 33 33 33 33 15' -2" K 43 43 43 43 11.5 3'-1" 9' -1" H 37 37 37 37 6' -9" G 33 33 1 33 33 14'-8" K 1 43 43 1 43 43 12 2-11" 1 8' -10" 1 H 1 37 1 37 1 37 1 37 11 6-6" 1 G 1 33 1 33 33 33 14' -2" K 43 1 43 43 1 43 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.13 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.13 TABLE 6.13 7 "X4" Alum I Beam (Detail MU58 ) 7 "X5.86" Alum I Beam Detail MU63) 10 "X5.86" Alum I Beam Detail MU62 32 Attached Freestanding of 32 Attached Freestanding of 30 Attached Freestanding of 30 24' -5" Structure Multispan Units 37 Structure Multispan Units 11 Alum 0.040 "x3 "x3" Lockseam Structure Multispan Units GROUND TRIB POST MAX 32 32 MAX POST LENGTH MAX 30 30 MAX POST LENGTH MAX 23' -10" J MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 1T ' 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTE PACIN POST SIZE CONSTRAINED FOOTERSPACINC 4'4" POST SIZE CONSTRAINED FOOTEF (PSF) 33 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" I "d (F7) TYPE "d" "d" "d" "d" 11' 7 4' -1" 12' -11" H (in) (in) (in) (in) 33 33 (in) (in) (in) (in) 31 31 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 5 5'4" 15' -6" H 32 32 32 32 13' -5" G 30 30 30 30 24' -5" 1 37 37 37 37 Alum 0.040 "x3 "x3" Lockseam 5.5 6 -2" 15' 4" H 32 32 32 32 12' -5" G 30 30 30 30 23' -10" J 38 38 38 38 8' 6 4'4" 14' -5" H 33 33 33 33 11' -7" G 31 31 31 31 23' -3" J 39 39 39 39 n/a 6.5 4'4" 13'-8" H 33 33 33 33 10' -10" G 31 31 31 31 22' -1" J 39 39 39 39 11' 7 4' -1" 12' -11" H 33 33 33 33 10' -2" G 31 31 31 31 20' -11" J 39 39 39 39 7.5 3'4" 12'4" H 34 34 34 34 9' -7" G 31 31 31 31 19' -11" K 40 40 40 40 8 3'-6" 11' -9" H 34 34 34 34 9' -1" G 31 31 31 31 19' -0" K 40 40 40 40 8.5 3'4" 11' -3" . H 34 34 34 34 8' -T' G 31 31 31 31 18' -2" K 40 40 40 40 9 3'4" 10' -9" H 34 34 34 34 8' -2" G 31 31 1 31 31 17'-4" K 40 40 40 40 9.5 T-O" 10'4" H 34 34 34 34 T -10" G 31 31 31 31 16'4" K 40 40 40 40 10 2' -10" V -11" H 35 35 35 35 T -5" G 31 31 31 31 16-0" K 40 40 40 40 10.5 2'-8" 9' -7" H 35 35 35 1 35 T -2" G 31 31 31 31 15' -5" K 41 41 41 41 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 5'4" 15' -0" H 33 33 33 33 12' -T' G 31 31 31 31 23' -6" 1 38 38 38 38 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 14'-6" H 34 34 34 34 11'-8" G 31 31 31 31 22' -10" J 39 39 39 39 8' 6 4'4" 13' -8" H 34 34 34 34 10' -10" G 32 32 32 32 22' -2" J 40 40 40 40 n/a 6.5 4'4" 12' -11" H 34 34 34 34 10' -1" G 32 32 32 32 20' -11" J 40 40 40 40 11' 7 4' -1" 12' -3" H 35 35 35 35 9' -0" G 32 32 32 32 19' -9" J 41 41 41 41 7.5 3'4" 11' -7" H 35 35 35 35 8' -11" G 32 32 32 32 18'4" K 41 41 41 41 8 3'-6" 11' -1" H 35 35 35 35 8'-6" G 32 32 32 32 1T -11" K 41 41 41 41 8.5 3'-4" 10' -7" H 35 35 35 35 8' -0" G 32 1 32 1 32 1 32 17' -1" K 41 1 41 1 41 41 9 T -2" 10' -2" H 35 35 35 35 T-8" G 32 32 32 32 164" K 41 41 41 41 OVER- Post Description Max H t POST Code TABLE 62 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll HANG B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6 T 8' 9' 10' 11' 12' 13' 14' 16 16' 1T 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.6 6 5.5' 6' 65 T 7.5' 8' 8.5' 9 9.6 10' 105 11' 1' 35 4' 45 5' 5.5' 6 6.5' T 7.5' 8' 8.6 9 9.6 10' 10.5' 11' 11.5' 2' n/a n/a n/a n/a Na 6.6 T 7.5' 8' 8.6 9' 9.5' 10' 105 11' 11.5' 12' 3' 1 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.6 10' 10.5' 11' 11.6 1T 12.5' 4' n/a n/a n/a n/a n/a Na n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.6 1 TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F Muss Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H Mu89 Alum 0.120 "x3 "x3" Square 12' 1 MU96. Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' 1 K jmu6o 14' 3/16 "x3 "x3" Steel Square f 12' 1 L IMU93 d= 38" 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POS Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "xWx3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E I MU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3 /16 "x6 "4" Steel Square -d=47 15 L MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 88 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carloutnarriftomcast.net =EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA.' TABLE 6.14 7 "x5.5" Alum I Beam MU59) unbraced 7 "x5.5" Alum I Beam (MU59) tat braced 7 "x5.5" Alum I Beam MU73 full splices MU73 full splices Attached Freestanding oI Freestanding of Attached Freestanding of Freestanding of Attached Freestanding of Freestanding of 32 Structure Multis an Units Multis an Units Structure Multis an Units Multis an Units Structure Multis an Units GROUND TRIB POST MAX MAX 32 MAX POST LENGTH MAX MAX 32 MAX POST LENGTH MAX MAX 23' -3" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' 1 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) (PSF) (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" "d" "d" "d" 7 91-8" 14'-8" (in) (in) (in) (in) (in) (in) (in) 33 (in) (in) (in) (in) (in) (in) (in) 33 (in) (in) (in) (in) TABLE 6.14 7 "x5.5" Alum I Beam I MU59 unbraced 7 "x5.5" Alum I Beam (MU59) lat braced 7 "x5.5" Alum I Beam MU73 full splices 32 Attached Freestanding of 32 Attached Freestanding of 32 Attached Freestanding of 32 24'-0" Structure Multis an Units 35 Structure Multis an Units LIVE Structure Multis an Units GROUND TRIB POST MAX 32 32 MAX POST LENGTH MAX 32 32 MAX POST LENGTH MAX 23' -3" H MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' 1 10' I 12' POST MIN FOOTS 8' I 10' ' 12' LOAD (FT) ON S SPACIN POST SIZE CONSTRAINED FOOTS SPACING POST SIZE CONSTRAINED FOOTERSPACIN 10' -5" POST SIZE CONSTRAINED FOOTEF (PSF) 33 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 7 91-8" 14'-8" G (in) (in) (in) (in) 33 33 (in) (in) (in) (in) 33 33 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 10 5 13' -T' 18'-8" F 32 32 32 32 18'-8" F 32 32 32 32 24'-0" G 35 35 35 35 LIVE 5.5 12'-4" 17' -7" F 32 32 32 32 17' -7" F 32 32 32 32 23' -3" H 35 35 35 35 LOAD 6 11'4" 16'-6" F 33 33 33 33 16'-6" F 33 33 33 33 22' -T' H 36 36 36 36 ONLY 6.5 10' -5" 15' -7" F 33 33 33 33 15' -7" F 33 33 33 33 21' -11" H 37 37 37 37 7 91-8" 14'-8" G 33 33 33 33 14'-8" G 33 33 33 33 21' -5" H 37 37 37 37 7.5 9' -1" 13-11" G 33 33 33 33 13' -11" G 33 33 33 33 20' -11" H 38 38 38 38 8 8'-6" 13' -3" G 33 33 33 33 13' -3" G 33 33 33 33 29-6" H 39 39 39 39 8.5 8' -0" 12' -7" G 33 33 33 33 12' -7" G 33 33 33 33 20' -1" 1 39 39 39 39 9 T-6" 12' -0" G 34 34 34 34 12' -0" G 34 34 34 34 19'-8" 1 40 40 40 40 9.5 T -2" 11'-6" G 34 34 34 34 11'-6" G 34 34 34 34 19-4" 1 40 40 40 40 10 6-9" 11' -0" G 34 34 34 34 11' -0" G 34 34 34 34 19' -0" 1 41 41 41 41 10.5 6' -5" 10' -7" G 34 34 34 34 10' -7" G 34 34 34 34 181-8" 1 41 41 41 41 11 6-2" 10' -2" G 34 34 34 34 10' -2" G 34 34 34 34 18' -5" 1 41 41 41 41 11.5 5' -11" 9-10" G 34 34 34 34 9' -10" G 34 34 34 34 18' -2" 1 42 42 42 42 12 6-8" 91-6" G 34 34 34 34 9' -0" G 34 34 34 34 1T -11" J 42 42 42 42 13 5' -2" 8'-10" G 34 34 34 34 8' -10" G 34 34 34 34 17' -5" J 43 43 43 43 14 4' -10" 8' -3" G 34 34 34 34 8' -3" G 34 34 34 34 16' -0" J 43 43 43 43 15 1 4'-6" T -10" 1 G 34 34 1 34 34 T -10" G 34 34 34 34 15' -7" J 43 43 43 43 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 5 13' -T' 17'-6" F 33 33 33 33 1T -6" F 33 33 33 33 23' -1" H 36 36 36 36 LIVE 5.5 12'4" 16'-4" F 33 33 33 33 16'4" F 33 33 33 33 22' -5" H 37 37 37 37 LOAD 6 1114" 15' -3" F 34 34 34 34 15' -3" F 34 34 34 34 21' -9" H 38 38 38 38 ONLY 6.5 10' -5" 14'-4" G 34 34 34 34 14'4" G 34 34 34 34 21' -2" H 38 38 38 38 7 91-8" 13' -T' G 34 34 34 34 13' -7" G 34 34 34 34 29-8" H 39 39 39 39 7.5 9-1" 1T -10" G 34 34 34 34 12' -10" G 34 34 34 34 20' -2" 1 40 40 40 40 8 8'-6" 12' -2" G 34 34 34 34 12' -2" G 34 34 34 34 19-9" 1 40 40 40 40 8.5 8' -0" 11' -7" G 34 34 34 34 11'-7" G 34 34 34 34 19'4" 1 41 41 41 41 9 7'-6" 11'-1" G 35 35 35 35 11' -1" G 35 35 35 35 19-0" 1 41 41 41 41 9.5 T -2" 10' -7" G 35 35 35 35 10' -T' G 35 35 35 35 19-8" 1 42 42 42 42 10 6-9" 10' -1" G 35 35 35 35 10' -1" G 35 35 35 35 181-4" 1 42 42 42 42 10.5 6-5" 9' -9" G 35 35 35 35 9' -9" G 35 35 35 35 18' -1" J 43 43 43 43 11 6-2" 91-4" G 35 35 35 35 9'-4" G 35 35 35 35 17'4" J 43 43 43 43 11.5 5' -11" 9' 4" G 35 35 35 35 9' -0" G 35 35 35 35 17'-6" J 44 44 44 44 12 6-8" 8'-8" G 35 35 35 35 8'-8" G 35 35 35 35 17' -3" J 44 44 44 44 13 5' -2" 8' -1" G 35 35 35 35 8' -1" G 35 35 35 35 16-10" K 45 45 45 45 14 4' -10" T -T' G 35 35 35 35 T -7" G 35 35 35 35 15'S" J 45 45 45 45 15 1 4'$' 1 T -1" I G 1 35 1 35 1 35 1 35 11 T -1" I G 1 35 1 35 1 35 1 35 11 15' -1" 1 K 1 45 1 45 1 45 1 45 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 5 13' -T' 16-4" F 34 34 34 34 16-4" F 34 34 34 34 22' -5" H 38 38 38 38 LIVE 5.5 12'-4" 15' -2" G 34 34 34 34 15' -2" G 34 34 34 34 21'-8" H 39 39 39 39 LOAD 6 1114" 14' -2" G 34 34 34 34 14' -2" G 34 34 34 34 21' -1" H 39 39 39 39 ONLY 6.5 10' -5" 13'4" G 35 35 35 35 13'4" G 35 35 35 35 29-6" H 40 40 1 40 40 7 9-8" 12' -7" G 35 35 35 35 12' -7" G 35 35 35 35 20' -0" 1 41 41 41 41 7.5 9'4" 11' -11" G 35 35 35 35 11' -11" G 35 35 35 35 19-7" 1 41 41 41 41 8 V-6. 11' -3" G 35 35 35 35 11' -3" G 35 35 35 35 19-2" 1 42 42 42 42 8.5 8' -0" 10' -9" G 35 35 35 35 10' -9" G 35 35 35 35 18' -9" 1 42 42 42 42 9 T-6" 10' -3" G 35 35 35 35 10' -3" G 35 35 35 35 18' -5" 1 43 43 43 43 9.5 T -2" 9' -9" G 35 35 35 35 9' -9" G 35 35 35 35 18' -1" J 44 44 44 44 10 6-9" 9'4" G 36 36 36 36 91-4" G 36 36 36 36 17' -9" J 44 44 44 44 10.5 6' -5" 9' -0. G 36 36 36 36 9' -0" G 36 36 36 36 17'-6" J 45 45 45 45 11 6-2" 8' -T' G 36 36 36 36 8' -T' G 36 36 36 36 17' -2" J 45 45 45 45 11.5 5' -11" 8' -3" G 36 36 36 36 8' -3" G 36 36 36 36 16' -11" J 45 45 45 45 12 5'-8" 8' -0" G 36 36 36 36 8' -0" G 36 36 36 36 16'-8" K 46 46 46 46 13 5' -2" T -5" G 36 36 36 36 T -5" G 36 36 36 36 16' -3" K 47 47 47 47 14 4' -10" 6-11" G 36 36 36 36 6' -11" G 36 36 36 36 14' -11" K 46 46 46 46 15 1 4'-6" 6'-6" 1 G 1 36 1 36 1 36 1 36 11 6'-6" 1 G 1 36 1 36 1 36 1 36 11 14' -T' K 1 47 1 47 1 7 47 25 5 6' -9" 15' -1" G 30 30 30 30 15' -1" G 30 30 30 30 21' -T' H 34 34 34 34 5.5 6' -2" 14' -0" G 30 30 30 30 14' -0" G 30 30 30 30 20' -11" H 34 34 34 34 6 5'-8" 13' -1" G 30 30 30 30 13' -1" G 30 30 30 30 20'-4" H 35 35 35 35 6.5 5' -2" 12' -4" G 30 30 30 30 12'-4" G 30 30 30 30 19' -10" 1 36 36 36 36 7 4' -10" 11' -7" G 31 31 31 31 11' -7" G 31 31 31 31 19'4" 1 36 36 36 36 7.5 4'-6" 10' -11" G 31 31 31 31 10' -11" G 31 31 31 31 18' -10" 1 37 37 37 37 8 4' -3" 10'-4" G 31 31 31 31 10'4" G 31 31 31 31 18'-6" 1 37 37 37 37 8.5 4' -0" 9' -10" G 31 31 31 31 9' -10" G 31 31 31 31 18' -1" J 38 38 38 38 9 3' -9" 9'4" G 31 31 31 31 9'4" G 31 31 31 31 17' -9" J 38 38 38 38 9.5 3' -7" 8' -11" G 31 31 31 31 8' -11" G 31 31 31 31 1T -5" J 39 39 39 39 10 3'4" 8' -7" G 31 31 31 31 8' -7" G 31 31 31 31 1 T -2" J 39 39 39 39 10.5 T -2" 8' -2" G 31 31 31 31 8' -2" G 31 31 31 31 16-10" K 40 40 40 40 11 3' -1" T -10" 1 G 31 31 31 31 7' -10" G 31 31 31 31 16' -7" K 40 40 40 40 11.5 2' -11" T -7" G 31 31 31 31 7' -7" G 31 31 31 31 16'-4" 1 K 40 1 40 40 40 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 5 6' -9" 14' -3" G 31 31 31 31 14' -3" G 31 31 31 31 21' -0" H 35 35 35 35 5.5 6' -2" 13' -2" G 31 31 31 31 13' -2" G 31 31 31 31 20' -5" H 36 36 36 36 6 5'-8" 12'-4" G 31 31 31 31 12'4" G 31 31 31 31 19' -10" 1 37 37 37 37 6.5 5' -2" 11'-6" G 31 31 31 31 11'-6" G 31 31 31 31 19' -3" 1 37 37 37 37 7 4' -10" 10' -10" G 32 32 32 32 10' -10" G 32 32 32 32 18' -10" 1 38 38 38 38 7.5 4' -0" 10' -3" G 32 32 32 32 10' -3" G 32 32 32 32 18'-4" 1 38 38 38 38 8 4' -3" 9' -8" G 32 32 32 32 9'-8" G 32 32 32 32 18' -0" J 39 39 39 39 8.5 4' -0" 9' -3" G 32 32 32 32 9' -3" G 32 32 32 32 1T -T' J 40 40 40 40 9 31-9" 8' -9" G 32 32 32 32 8' -9" G 32 32 32 32 17' -3" J 40 40 40 40 9.5 3' -T' 8'-4" G 32 32 32 32 8'4" G 32 32 32 32 1 T -0" J 41 41 41 41 10 3'-4" 8' -0" G 32 32 32 32 8' -0" G 32 32 32 32 16-8" K 41 41 41 41 10.5 T -2" T-8" G 32 32 32 32 7'-8" G 32 32 32 32 16-5" K 41 41 41 41 11 3' -1" 7'-4" G 32 32 32 32 7'-4" G 32 32 32 32 16-2" K 42 42 42 42 11.5 2' -11" 1 T -1" 1 G 1 32 1 32 1 32 32 7' -1" G 1 32 1 32 1 32 1 32 11 15' -11" I K 1 42 1 42 1 42 42 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 89 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.14 7 "x5.5" Alum I Beam MU59 unbraced 7 "x5.5" Alum I Beam( MU59 lat braced 7"x5.5" Alum I Beam Q. MU73 fullsplices 30 Attached Freestanding oI 30 Attached Freestanding of 30 Attached Freestanding of 30 21' -9" Structure Multis an Units 34 Structure Multis an Units LIVE Structure IMultispan Units GROUND TRIB POST MAX 30 30 MAX POST LENGTH MAX 30 30 MAX POST LENGTH MAX 21' -1" H MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF SPACINE POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 31 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" "d" "d 11' 7 5' -1" 11' -9" G (in) (in) (in) (in) 31 31 (in) (in) (in) (in) 31 31 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 5 T -1" 16-4" F 30 30 30 30 1641, F 30 30 30 30 21' -9" H 34 34 34 34 LIVE 5.5 6' -5" 14' -3" G 30 30 30 30 14' -3" G 30 30 30 30 21' -1" H 34 34 34 34 LOAD 6 5' -11" 134" G 30 30 30 30 13' -3" G 30 30 30 30 20' -5" H 35 35 35 35 ONLY 6.5 5' -5" 12' -5" G 31 31 31 31 12' -5" G 31 31 31 31 19' -11" 1 36 36 36 36 11' 7 5' -1" 11' -9" G 31 31 31 31 11' -9" G 31 31 31 31 19' -5" 1 36 36 36 36 7.5 4'4" 11' -1" G 31 31 31 31 11' -1" G 31 31 31 31 19-0" 1 37 37 37 37 8 4' -5" 10' -6" G 31 31 31 31 10' -6" G 31 31 31 31 18' -7" 1 37 37 37 37 8.5 4' -2" 10' -0" G 31 31 31 31 10' -0" G 31 31 31 31 18' -2" 1 38 38 38 38 9 T -11" 9'4" G 31 31 31 31 9' -0" G 31 31 31 31 17'-10" J 38 38 38 38 9.5 T -9" 9' -1" G 31 31 31 31 914. G 31 31 31 31 1T -0" J 39 39 39 39 10 T-6" 8'$" G 31 31 31 31 8'-8" G 31 31 31 31 1 T -3" J 39 39 39 39 10.5 3'4" 8'4" G 31 31 31 31 8'13" G 31 31 31 31 lT-9' J 40 40 40 40 11 T -2" 8' -0" G 31 31 31 31 8' -0" G 31 31 31 31 16-8" K 40 40 40 40 11.5 3' -1" T-8" G 31 31 31 31 7'-8" G 31 31 31 31 16' -5" K 40 40 40 40 12 T -11" T -5" G 31 31 31 31 T -5" G 31 31 31 31 16' -3" K 41 41 41 41 13 2'-8" 6' -11" G 32 32 32 32 6' -11" G 32 32 32 32 15' -10" K 42 42 42 42 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 5 T -1" 14' -5" G 31 31 31 31 14' -5" G 31 31 31 31 21' -2" H 35 35 35 35 LIVE 5.5 6-5" 13'-4" G 31 31 31 31 13'-4" G 31 31 31 31 20'-6" H 36 36 36 36 LOAD 6 5' -11" 17-6" G 31 31 31 31 12'-6" G 31 31 31 31 19-11" 1 37 37 37 37 ONLY 6.5 6 -5" 11'4" G 32 32 32 32 11'4" G 32 32 32 32 1914" 1 37 37 37 37 11' 7 5' -1" 11' -0" G 32 32 32 32 11' 4" G 32 32 32 32 18' -11" 1 38 38 38 38 7.5 4' -9" 10' -5" G 32 32 32 32 10' -5" G 32 32 32 32 '16x" 1 39 39 39 39 8 4' -5" 9-10" G 32 32 32 32 9-10" G 32 32 32 32 18' -1" 1 39 39 39 39 8.5 4' -2" 9'4" G 32 32 32 32 9'4" G 32 32 32 32 1T -9" J 40 40 40 40 9 T -11" 8' -11" G 32 32 32 32 &AT, G 32 32 32 32 1T -5" J 40 40 40 40 9.5 T -9" &-6" G 32 32 32 32 8'-6" G 32 32 32 32 1T -1" J 41 41 41 41 10 3-6" 8' -1" G 32 32 32 32 8' -1" G 32 32 32 32 16' -9" K 41 41 41 41 10.5 3'4" T -9" G 32 32 32 32 T -9" G 32 32 32 32 16'-6" K 42 42 42 42 11 3' -2" T -5" G 32 32 32 32 T -5" G 32 32 32 32 16' -3" K 42 42 42 42 11.5 1 T -1" I T -2" I G 1 32 1 32 1 32 1 32 11 T -2" I G 1 32 1 32 1 32 1 32 164 K 42 42 1 42 42 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 5 T -1" 13' -T' G 32 32 32 32 13' -T' G 32 32 32 32 20' -T' H 37 37 37 37 LIVE 5.5 6-5" 12' -7" G 32 32 32 32 12' -7" G 32 32 32 32 20' -0" 1 38 38 38 38 LOAD 6 5' -11" 11'-9" G 32 32 32 32 11' -9" G 32 32 32 32 19' -5" 1 38 38 38 38 ONLY 6.5 6 -5" 11' -0" G 33 33 33 33 11' -0" G 33 33 33 33 IVA1" 1 39 39 39 39 11' 7 5' -1" 10'4" G 33 33 33 33 10'4" G 33 33 33 33 18' -5" I 40 40 40 40 7.5 4'4" 9' -9" G 33 33 33 33 9' -9" G 33 33 33 33 18' -0" J 40 40 40 40 8 4' -5" 9'4" G 33 33 33 33 9'4" G 33 33 33 33 1T$' J 41 41 41 41 8.5 4' -2" 6 -9" G 33 33 33 33 8' -9" G 33 33 33 33 1 T -3" J 41 41 41 41 9 T -11" 8'4" G 33 33 33 33 8'4" G 33 33 33 33 16-11" J 42 42 42 42 9.5 Y -9" T -11" G 33 33 33 33 T -11" G 33 33 33 33 16-8" K 42 42 42 42 10 3'-6" T -T' G 33 33 33 33 T -T' G 33 33 33 33 16'4" K 43 43 43 43 10.5 34" T -3" G 33 33 33 33 T -3" G 33 33 33 33 16'-1" K 43 43 43 43 11 T -2" T -0" G 33 33 33 33 T -0" G 33 33 33 33 16 -10" K 44 44 44 44 11.5 3' -1" 6'-8" G 33 33 33 33 6'-8" G 33 33 33 33 15' -T' K 44 44 44 44 12 2' -11" V -5" G 33 33 33 33 6' -5" G 33 33 33 33 15' -5" K 45 45 45 45 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.14 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.14 TABLE 6.14 7 "x5.5" Alum I Beam I MU59 unbraced 7"x5.5" Alum I Beam (MU59) lat braced 7 "x5.5" Alum I Beam (MU73 full splices 30 Attached Freestanding of 30 Attached Freestanding oI 30 Attached Freestanding of 30 20'-5" Structure Multis an Units 35 Structure Multis an Units Alum 0.040 "x3 "x3" Lockseam Structure Multis an Units GROUND TRIB POST MAX 30 30 MAX POST LENGTH MAX 30 30 MAX POST LENGTH MAX 19' -9" 1 MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTE 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTS PACIN POST SIZE CONSTRAINED FOOTERSPACIN 4'4" POST SIZE CONSTRAINED FOOTEF (PSF) 31 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 11' 7 4' -1" 10' -1" G (in) (in) (in) (in) 31 31 (in) (in) (in) (in) 31 31 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 5 5'4" 13'4" G 30 30 30 30 13-4" G 30 30 30 30 20'-5" H 35 35 35 35 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 12'-4" G 30 30 30 30 12'4" G 30 30 30 30 19' -9" 1 36 36 36 36 8' 6 4' -9" 11'-6" G 31 31 31 31 11'-6" G 31 31 31 31 19' -3" 1 36 36 36 36 Ma 6.5 4'4" 10' -9" G 31 31 31 31 10' -9" G 31 31 31 31 18'4" 1 37 37 37 37 11' 7 4' -1" 10' -1" G 31 31 31 31 10' -1" G 31 31 31 31 18' -3" 1 38 38 38 38 7.5 3' -9" 9'4" G 31 31 31 31 9'-6" G 31 31 31 31 17' -10" J 38 38 38 38 8 T-6- 9' -0" G 31 31 31 31 9' -0" G 31 31 31 31 17'-6" J 39 39 39 39 8.5 3'4" 8' -T' G 31 31 31 31 8' -T' G 31 31 31 31 17' -1" J 39 39 39 39 9 T -2" 8'4" G 31 31 31 31 8' -2" 1 G 31 31 31 31 16-9" K 40 40 40 40 9.5 T-O" T -9" G 31 31 31 31 T -9" G 31 31 31 31 16'-6" K 40 40 40 40 10 2' -10" T -5" G 31 31 31. 31 T -5" G 31 31 31 31 16' -2" K 41 41 41 41 10.5 2'-8" T -1" G 31 31 31 31 T -1" G 31 1 31 31 31 15' -11" K 41 41 41 41 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 6-8" 12' -6" G 31 31 31 31 12' -6" G 31 31 31 31 19' -11" 1 36 36 36 36 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 11'-7" G 31 31 31 31 11' -7" G 31 31 31 31 19' -3" 1 37 37 37 37 8' 6 4'4" 10' -9" G 31 31 31 31 10' -9" G 31 31 31 31 18'-8" 1 38 38 38 38 Ma 6.5 4'4" 10'4" G 32 32 32 32 10' -1" G 32 32 32 32 18' -3" 1 38 38 38 38 11' 7 4' -1" 9' -5" G 32 32 32 32 9' -5" G 32 32 32 32 17' -9" J 39 39 39 39 7.5 T -9" 8' -11" G 32 32 32 32 V -11" G 32 32 32 32 17'4" J 40 40 40 40 8 3'-6" 8' -5" G 32 32 32 32 8' -5" G 32 32 32 32 17' -0" J 40 40 40 40 8.5 3'4" 8' -0" G 32 32 32 32 8' -0" G 32 32 32 1 32 16' 8" K 41 41 41 41 9 X -2" T -T' G 32 32 32 32 T -T' G 32 32 32 32 16'4" K 41 41 41 41 OVER- Post Description Max H t POST Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mutoo Twin 0.062 "x1.5 "x1.5 "Scroll HANG B MU100 0.024 "x3 "x3" Post w/ Side plat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "xWx3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6 T 8_ F 10' 11' 12' 13' 14' 15' 16' IT 16 19' 20' 21' 22' 0' 3' 3.5' 4' 4.6 5' 5.5' 6' 65 T 7.5' 8' 8.5' 9' 9.5' 10' 10.6 11' 1' 35 4' 4.5' 5' 5.6 6 6.5' T 7.5' 8' 8.6 9 9.5' 10' 10.5' 11' 11.5' 2' Ma nla n/a n/a n/a 6.6 T 7.6 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.6 12' 3' 1 Na W. W. Na n/a n/a n/a n/a n/a n/a 9.5' 10' 10.5' 11' 115 12' 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.5' 13' TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Mutoo Twin 0.062 "x1.5 "x1.5 "Scroll 9' B MU100 0.024 "x3 "x3" Post w/ Side plat 12' C MU112 Alum 0.032 "xWx3" Lockseam 11' D Mu89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H Mu89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3/16 "x3"x3" Steel Square 12' L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "xWx3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "xVx3" Square d= 25" 8' D MU96 Alum 0.120 "xWx3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3116 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel S uar( d= 47 15 L MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2124/2014 Page 90 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 earl uutnam(a)comcast.net 'EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.15 10 "x5.5" Alum I Beam MU60) unbraced 10 "x5.5" Alum I Beam MU60) lat braced 10 "x5.5" Alum I Beam (MU76 ) full splices Freestanding of Attached Freestanding of Freestanding of Attached Freestanding oI Freestanding of Attached Freestanding of Structure Multis an Units Structure Multis an Units Multis an Units Structure Multispan Units Multis an Units Structure Multis an Units GROUND TRIB POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH 11 MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' ( 10' I 12' POST MIN FOOTER 8' I 10' ' 12' LOAD (FT) ON SLAB SPACINE POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) (FT) (FT) (FT) TYPE "d" "d" "d" I "d" I (FT) TYPE "d" «d« «d« "d" (FT) TYPE "d" "d" I "d" I "d" 7 9' -8" 23' -9" (in) (in) (in) (in) (in) I (in) (in) (in) I (in) (in) (in) (in) I (in) (in) (in) I (in) (in) (in) (in) (in) I (in) (in) (in) TABLE 6.15 10 "x5.5" Alum I Bea (MU60) unbraced 10 "x5.5" Alum I Beam (MU60) lat braced 10 "x5.5" Alum I Beam (MU76) fullsplices H Attached Freestanding of 36 Attached Freestanding of H Attached Freestanding of 39 40 Structure Multis an Units 39 Structure Multis an Units 40 Structure Multis an Units GROUND TRIB POST MAX 37 37 MAX POST LENGTH MAX 1 39 MAX POST LENGTH 11 MAX 39 33' -9" MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 10' ' 12' POST MIN FOOTS 8' 1 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (Fr) ON SLA13 SPACINC POST SIZE CONSTRAINED FOCITER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 38 (FT) (FT) TYPE "d" "d" I "d "d" (FT) TYPE "d« I «d« "d" "d" (FT) TYPE "d" "d« «d« «d« 42 7 9' -8" 23' -9" (in) (in) (in) (in) 39 39 (in) (in) (in) (in) 1 41 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 10 5 13' -7" 27'-4" H 36 36 36 38 33' -0" H 39 39 39 40 34' -10" 1 39 39 39 40 LIVE 5.5 12'-4" 26' -2" H 37 37 37 38 31'4" 1 39 39 39 39 33' -9" 1 40 40 40 40 LOAD 6 11' 4" 25' -3" H 38 38 38 38 29' -11" 1 40 40 40 40 32'-8" 1 41 41 41 41 ONLY 6.5 10' -5" 24' -5" H 38 38 38 38 28'4" 1 40 40 40 40 31' -10" 1 42 42 42 42 7 9' -8" 23' -9" H 39 39 39 39 27' -10" 1 41 41 41 41 31' -1" J 42 42 42 42 7.5 9' -1" 23' -2" 1 39 39 39 39 26' -11" 1 41 41 41 41 39-4" J 43 43 43 43 8 8' -0" 22' -7" 1 40 40 40 40 25' -10" 1 42 42 42 42 29-8" J 44 44 44 44 8.5 8' -0" 22' -2" 1 40 40 40 40 24'4" 1 42 42 42 42 29' -2" K 44 44 44 44 9 7'-6" 21'-8" 1 41 41 41 41 23' -1" 1 42 42 42 42 28' -7" K 45 45 45 45 9.5 T -2" 21'4" 1 41 41 41 41 21' -11" 1 42 42 42 42 28'-1" K 45 45 45 45 10 6'4" 20' -10" 1 42 42 42 42 20' -10" 1 42 42 42 42 27' -T' K 46 46 46 46 10.5 6-5" 19' -10" 1 42 42 42 42 19' -10" 1 42 42 42 42 27' -3" K 46 46 46 46 11 6-2" 19-0" 1 42 42 42 42 19' -0" 1 42 42 42 42 26' -9" L 47 47 47 47 11.5 5' -11" 18' -2" J 42 42 42 42 18' -2" J 42 42 42 42 26' -5" L 47 47 47 47 12 5-8" 1T-6" J 42 42 42 42 17'-6" J 42 42 42 42 26-1" L 48 48 48 48 13 5-2" 16-2" J 42 42 42 42 16'4" J 42 42 42 42 25'4" L 49 49 49 49 14 4' -10" 15' -0" J 42 42 42 42 15' -0" J 42 42 42 42 23' -11" L 49 49 49 49 15 1 4' -0" 1 14' -1" 1 J 1 42 1 42 1 42 42 14' -1" J 42 42 42 42 23'4" L 50 50 50 50 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 5 13' -T' 26' -1" H 38 38 38 39 31' -10" 1 40 40 40 41 32-11" 1 41 41 41 41 LIVE 5.5 12'4" 25' -0" H 38 38 38 39 30' -2" 1 41 41 41 41 31' -10" 1 42 42 42 42 LOAD 6 11' 4" 24'-2" H 39 39 39 39 28' -11" 1 42 42 42 42 30' -11" 1 42 42 42 42 ONLY 6.5 10' -5" 23'-4" 1 40 40 40 40 2T -9" 1 42 42 42 42 30' -2" J 43 43 43 43 7 9'-8" 22'4" 1 40 40 40 40 26-10" 1 43 43 43 43 29' -5" J 44 44 44 44 7.5 9' -1" 22' -2" 1 41 41 41 41 25'-6" J 43 43 43 43 28' -9" J 45 45 45 45 8 8'4" 21'4" 1 41 41 41 41 23' -11" J 43 43 43 43 28' -2" K 45 45 45 45 8.5 8' -0" 21' -2" 1 42 42 42 42 22' -7" J 43 43 43 43 2T -7" K 46 46 46 46 9 7'-6" 20'4" 1 43 43 43 43 21' 4" J 43 43 43 43 2T -1" K 47 47 47 47 9.5 T -2" 20' -3" J 43 43 43 43 20'4" J 43 43 43 43 26'-8" K 47 47 47 47 10 6'4" 19-3" J 43 43 43 43 19' -3" J 43 43 43 43 26' -2" K 48 48 48 48 10.5 6-5" 18'4" J 43 43 43 43 16-4" J 43 43 43 43 26 -10" L 48 48 48 48 11 6-2" 1T-6" J 43 43 43 43 17'4" J 43 43 43 43 25' -5" L 49 49 49 49 11.5 5' -11" 16-9" J 43 43 43 43 16-9" J 43 43 43 43 25'4" L 49 49 49 49 12 5'-8" 16-1" J 43 43 43 43 16' -1" J 43 43 43 43 24'-8" L 50 50 50 50 13 5' -2" 14' -10" J 43 43 43 43 14' -10" J 43 43 43 43 24' -1" L 51 51 51 51 14 4' -10" 13'4" J 43 43 43 43 13' -9" J 43 43 43 43 23'-0" L 51 51 51 51 15 1 4'-6" 1 12' -10" J 1 43 1 43 1 43 1 43 11 12' -10" J 1 43 1 43 1 43 1 43 11 22' -0" 1 L 1 52 1 52 1 52 1 52 �CLU�IJ:�y1l�I«Y1L"���IiL �I�d�;1y11•bY�1:1�: 10 5 13' -T' 25' -1" H 39 39 39 40 30' -9" 1 42 42 42 42 -31' -3" 1 42 42 42 43 LIVE 5.5 12'4" 24' -0" H 40 40 40 40 29' -3" 1 43 43 43 43 30'4" 1 43 43 43 43 LOAD 6 11' 4" 23' -2" 1 41 41 41 41 28' -0" 1 43 43 43 43 29' -5" J 44 44 44 44 ONLY 6.5 10' -5" 22' -5" 1 41 41 41 41 26' -11" J 44 44 44 44 28'-8" J 45 45 45 45 7 9'-8" 21' -10" 1 42 42 42 42 25' -T' J 44 44 44 44 28' -0" J 45 45 45 45 7.5 91-1" 21'4" 1 42 42 42 42 23' -10" J 44 44 44 44 2T-4" K 46 46 46 46 8 81-6" 20' -9" 1 43 43 43 43 27-4" J 44 44 44 44 26' -10" K 47 47 47 47 8.5 8' -0" 20'-4" J 44 44 44 44 21' 4" J 44 44 44 44 26'4" K 48 48 48 48 9 7'-6" 19' -10" J 44 44 44 44 19' -10" J 44 44 44 44 25' -10" K 48 48 48 48 9.5 T -2" 18' -9" J 44 44 44 44 18'4" J 44 44 44 44 26-4" L 49 49 49 49 10 6'4" 17' -10" J 44 44 44 44 1TAW J 44 44 44 44 24' -11" L 49 49 49 49 10.5 6' -5" 17' -0" J 44 44 44 44 1 T -0" J 44 44 44 44 24' -T' L 50 50 50 50 11 6-2" 16-2" J 44 44 44 44 16' -2" J 44 44 44 44 24'4" L 50 50 50 50 11.5 5' -11" 16-6" J 44 44 44 44 16-6" J 44 44 44 44 23' -11" L 51 51 51 51 12 6-8" 14' -10" J 44 44 44 44 14' -10" J 44 44 44 44 23'-6" L 51 51 51 51 13 6 -2" 13'-8" J 44 44 44 44 13'-8" J 44 44 44 44 22' -11" L 52 52 52 52 14 4' -10" 12' -9" J 44 44 44 44 12'4" J 44 44 44 44 22'4" L 53 53 53 53 15 1 4'-0" 11' -10" I J 1 44 1 44 1 44 1 44 11 11' -10" 1 J 1 44 1 44 1 44 1 44 21' -10" L 54 1 54 54 1 54 25 5 6' -9" 27'4" 1 36 36 36 38 29' -9" 1 37 37 37 39 32' -3" J 38 38 38 40 5.5 6-2" 26' -2" 1 37 37 37 38 28'4" J 38 38 38 38 31' -3" J 39 39 39 39 6 5-8" 25' -3" 1 38 38 38 38 27' 4" J 38 38 38 38 30'4" K 40 40 40 40 6.5 5' -2" 24' -5" J 38 38 38 38 25' -8" J 39 39 39 39 29' -7" K 41 41 41 41 7 4' -10" 23' -9" J 39 39 39 39 23' -9" J 39 39 39 39 28' -10" K 41 41 41 41 7.5 4' -0" 22' -1" J 39 39 39 39 22' -1" J 39 39 39 39 28' -2" K 42 42 42 42 8 4'4" 20'-8" J 39 39 39 39 20'-8" J 39 39 39 39 27' -7" L 43 43 43 43 8.5 4' 4" 19' -5" J 39 39 39 39 19' -5" J 39 39 39 39 27' -0" L 43 43 43 43 9 3'4" 18'4" J 39 39 39 39 18'-4" J 39 39 39 39 26'-6" L 44 44 44 44 9.5 3' -7" 17'4" J 39 39 39 39 17'4" J 39 39 39 39 26' -1" L 44 44 44 44 10 3'4" 16' -5" J 39 39 39 39 16-5" J 39 39 39 39 25' -7" L 45 45 45 45 10.5 3' -2" 15' -7" J 39 39 39 39 15' -7" J 39 39 39 39 25' -2" L 45 45 45 45 11 3-1" 14' -11" J 39 39 39 39 14' -11" J 39 39 39 39 24' -10" L 46 46 46 46 11.5 T -11" 14' -3" J 39 1 39 39 1 39 14'4 " J 39 1 39 39 39 24' -5" L 46 1 46 46 46 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 5 6' -9" 26'4" 1 38 38 38 39 28' -11" J 39 39 39 40 31' -5" J 40 40 40 41 5.5 6'4" 25' -0" 1 38 38 38 39 27'4" J 40 40 40 40 30' -5" K 41 41 41 41 6 5'$" 24' -2" J 39 39 39 39 26'4" J 40 40 40 40 29' -7" K 42 42 42 42 6.5 5'4" 23'4" J 40 40 40 40 24' -3" J 40 40 40 40 28' -9" K 43 43 43 43 7 4' -10" 22' -5" J 40 40 40 40 22' -5" J 40 40 40 40 28' -1" K 43 43 43 43 7.5 4'-6" 20' -10" J 40 40 40 40 20' -10" J 40 40 40 40 2T -5" L 44 44 44 44 8 4'4" 19' -5" J 40 40 40 40 19' -5" J 40 40 40 40 26-10" L 45 45 45 45 8.5 4' 4" 18' -3" J 40 40 40 40 18' -3" J 40 40 40 40 26-4" L 45 45 45 45 9 T -9" 17' -2" J 40 40 40 40 17'4" J 40 40 40 40 25' -10" L 46 46 46 46 9.5 T -7" 16' -3" J 40 40 40 40 16'4" J 40 40 40 40 25'4" L 46 46 46 46 10 3'-4" 15' -5" J 40 40 40 40 15' -5" J 40 40 40 40 24' -11" L 47 47 47 47 10.5 T -2" 14' -8" J 40 40 40 40 14'-8" J 40 40 40 40 24'-0" L 47 47 47 47 11 Y -1" 13' -11" J 40 40 40 40 13' -11" J 40 40 40 40 24' -2" L 48 48 48 48 11.5 2' -11" 13'-4" J 40 40 40 40 13'-4" J 40 40 40 40 23' -9" L 48 48 48 48 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 91 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.15 10 "x5.5" Alum I Beam MU60 unbraced 10 "x5.5" Alum I Beam (MU60 fat braced 10 "x5.5" Alum I Beam MU76) full splices 36 Attached Freestanding of 1 Attached Freestanding of 37 Attached Freestanding o1 J 38 Structure Multis an Units 40 Structure Multis an Units 1 Structure Multis an Units GROUND TRIB POST MAX 28' -5" 1 MAX POST LENGTH MAX 38 38 MAX POST LENGTH MAX 39 39 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' I 12' POST MIN FOOTER 8' I 10' 1 12' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEFISPACINC ONLY POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 25' -11" (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 5' -1" 23'4" J 39 39 (in) (in) (in) (in) 24' 4" J (in) (in) (in) (in) 39 39 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 5 T -1" 2T-4" 1 36 36 36 38 29' -11" 1 37 37 37 39 32' -5" J 38 38 38 40 LIVE 5.5 6-5" 26-2" 1 37 37 37 38 28' -5" 1 38 38 38 38 31' -5" J 39 39 39 39 LOAD 6 5' -11" 25' -3" 1 38 38 38 38 2T -2" J 38 38 38 38 30'-6" K 40 40 40 40 ONLY 6.5 5' -5" 24' -5" J 38 38 38 38 25' -11" J 39 39 39 39 29' -9" K 41 41 41 41 11' 7 5' -1" 23'4" J 39 39 39 39 24' 4" J 39 39 39 39 29' -0" K 41 41 41 41 7.5 4' -9" 22'-4" J 39 39 39 39 22'4" J 39 39 39 39 28'4" K 42 42 42 42 8 4' -5" 20' -11" J 39 39 39 39 20' -11" J 39 39 39 39 2T -9" L 43 43 43 43 8.5 4' -2" 19'-8" J 39 39 39 39 19'-8" J 39 39 39 39 2T -2" L 43 43 43 43 9 3' -11" 18' -0" J 39 39 39 39 18'-6" J 39 39 39 39 26-8" L 44 44 44 44 9.5 T -9" 17' -0" J 39 39 39 39 17'-6" J 39 39 39 39 26-2" L 44 44 44 44 10 3'-6" 16-8" J 39 39 39 39 16' -8" J 39 39 39 39 25' -9" L 45 45 45 45 10.5 3'4" 15' -10" J 39 39 39 39 15' -10" J 39 39 39 39 25'4" L 45 45 45 45 11 T -2" 15' -1" J 39 39 39 39 151-1" J 39 39 39 39 24' -11" L 46 46 46 46 11.5 3' -1" 14' -5" J 39 39 39 39 14' -5" J 39 39 39 39 24' -T' L 46 46 46 46 12 2' -11" 13' -10" J 39 39 39 39 13' -10" J 39 39 39 39 24' -Y' L 47 47 47 1 47 13 1 2'-8" 1 12'4" 1 J 1 39 1 39 1 39 1 39 11 12' -9 J 1 39 1 39 1 39 1 39 11 23' -T' L 48 48 48 48 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 5 T -1" 26' -1" 1 38 38 38 39 29-1" J 39 39 39 40 31' -T' J 40 40 40 41 LIVE 5.5 6' -5" 25' -0" 1 38 38 38 39 2T-8" J 40 40 40 40 30' -7" K 41 41 41 41 LOAD 6 5' -11" 24' -2" 1 39 39 39 39 26-5" J 40 40 40 40 29' -9" K 42 42 42 42 ONLY 6.5 6 -5" 23'4" J 40 40 40 40 24'-6" J 40 40 40 40 26 -11" K 43 43 43 43 11' 7 5' -1" 22'-8" J 40 40 40 40 22'-8" J 40 40 40 40 28' -3" K 43 43 43 43 7.5 4' -9" 21' -1" J 40 40 40 40 21' -1" J 40 40 40 40 2T -7" L 44 44 44 44 8 4' -5" 19'-8" J 40 40 40 40 19'4" J 40 40 40 40 2T -0" L 45 45 45 45 8.5 4' -2" 18'-6" J 40 40 40 40 18'4" J 40 40 40 40 26-5" L 45 45 45 45 9 T -11" 17' -5" J 40 40 40 40 17' -5" J 40 40 40 40 25' -11" L 46 46 46 46 9.5 S -9" 16-5" J 40 40 40 40 16-5" J 40 40 40 40 26-6" L 46 46 46 46 10 3-61 15' -T' J 40 40 40 40 15' -T' J 40 40 40 40 25' -1" L 47 47 47 47 10.5 3-4" 14' -10" J 40 40 40 40 14' -10" J 40 40 40 40 24'-8" L 47 47 47 47 11 3-2" 14'4" J 40 40 40 40 14' -2" J 40 40 40 40 24' -3" L 48 48 48 48 11.5 1 3' -1" 1 13'4" J 1 40 1 40 1 40 1 40 11 13'-6" J 1 40 1 40 1 40 1 40 11 23' -11" 1 L 1 48 1 48 48 48 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 5 T -1" 25' -1" 1 39 39 39 40 264' J 41 41 41 42 30' -10" J 42 42 42 42 LIVE 5.5 6' -5" 24' -0" 1 40 40 40 40 26' -11" J 41 41 41 41 29' -10" K 43 43 43 43 LOAD 6 5' -11" 23'4" J 41 41 41 41 25'4" J 42 42 42 42 29' -0" K 44 44 44 44 ONLY 6.5 5' -5" 22-5" J 41 41 41 41 23' -2" J 42 42 42 42 28' -3" K 44 44 44 44 11' 7 5' -1" 21' -5" J 42 42 42 42 21' -5" J 42 42 42 42 2T-6" L 45 45 45 45 7.5 4' -9" 19-11" J 42 42 42 42 19' -11" J 42 42 42 42 26-11" L 46 46 46 46 8 4' -5" 18' -7" J 41 41 41 41 18' -7" J 41 41 41 41 26-4" L 47 47 47 47 8.5 4' -2" 17'5" J 41 41 41 41 IT-5" J 41 41 41 41 25' -10" L 47 47 47 47 9 T -11" 16' -5" J 41 41 41 41 16-5" J 41 41 41 41 264' L 48 48 48 48 9.5 T -9" 16-6" J 41 41 41 41 164' J 41 41 41 41 24' -10" L 48 48 48 48 10 3-61 14'$' J 41 41 41 41 14' -8" J 41 41 41 41 24'5" L 49 49 49 49 10.5 3'4" 13' -11" J 41 41 41 41 13' -11" J 41 41 41 41 24'-0" L 49 49 49 49 11 3'4" 13' -3" J 41 41 41 41 13' -3" J 41 41 41 41 23'-8" L 50 50 50 50 11.5 3' -1" 12'4" J 41 41 41 41 17-8" J 41 41 1 41 41 23' -0" L 51 51 1 51 51 12 2'-11" 1 12' -2" I J 1 41 1 41 1 41 1 41 if 12' -7' I J 1 41 1 41 41 41 23' 0 M 51 1 51 51 51 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.15 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.15 TABLE 6.15 10 "x5.5" Alum I Beam MU60 unbraced 10 "x5.5" Alum I Beam (MU60) lat braced 10 "x5.5" Alum I Bea (MU76) fullsplices J TA ttached lFreestanding o1 38 Attached Freestanding of J Attached Freestanding of 39 40 Structure IMultispan Units 40 Structure Muttispan Units 1 Structure Multis an Units GROUND TRIB POST MAX 38 38 MAX POST LENGTH MAX J 39 MAX POST LENGTH MAX 39 29' -7" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' 1 10' I 12' POST MIN FOOTS 8' I 10' I 12' POST MIN FOOTS 8' I 10' I 12' LOAD (FT) ON SLAB SPACIN POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACIN 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 39 (FT) (FT) TYPE "d" "d" "d" I "d" (FT) TYPE "d" "d" "d" "d" L TYPE "d" "d" "d" "d" 42 11' 7 4' -1" 21' 4" (in) (in) (in) (in) 39 39 (in) (in) (in) (in) [..(j 39 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 5 5'-8" 26' -1" J 38 38 38 39 28' -1" J 39 39 39 40 30' -6" K 40 40 40 41 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 25' -0" J 38 38 38 39 26'-8" J 39 39 39 39 29' -7" K 41 41 41 41 8' 6 4'4" 24' -2" J 39 39 39 39 24' -10" J 39 39 39 39 28'-8" K 41 41 41 41 Na 6.5 4'4" 22' -9" J 39 39 39 39 22'4" J 39 39 39 39 27' -11" L 42 42 42 42 11' 7 4' -1" 21' 4" J 39 39 39 39 21' 4" J 39 39 39 39 27' -3" L 43 43 43 43 7.5 3'4" 19'-6" J 39 39 39 39 19' -6" J 39 39 39 39 26'-8" L 44 44 44 44 8 3'4" 18' -2" J 39 39 39 39 18' -2" J 39 39 39 39 26-1" L 44 44 44 44 8.5 3'4" 17' -0" J 39 39 39 39 1 T -0" J 39 39 39 39 25' -7" L 45 45 45 45 9 Y -2" 16-0" J 39 39 39 39 16-0" J 39 39 39 39 25' -1" L 45 45 45 45 9.5 3' -0" 15' -2" J 39 39 39 39 15' -2" J 39 39 39 39 24' -7" L 46 46 46 46 10 2' -10" 14'-4" J 39 39 39 39 14'4" J 39 39 39 39 24' -2" L 46 46 46 46 10.5 7-8" 13-7" J 39 39 39 39 13' -7" J 39 39 39 39 11 23' -10" 1 L 47 47 47 47 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 S -8" 25' -1" J 39 39 39 40 2T-4" J 40 40 40 41 29'4" K 41 41 41 42 Alum 0.040 "x3 "x3" Lockseam 5.5 6 -2" 24' -0" J 40 40 40 40 25' -10" K 41 41 41 41 • 28' -9" K 42 42 42 42 8' 6 4'4" 23' -2" K 41 41 41 41 23' -5" K 41 41 41 41 27' -11" K 43 43 43 43 Na 6.5 4'4" 21' -5" K 41 41 41 41 21' -5" K 41 41 41 41 27' -2" L 44 44 44 44 11' 7 4' -1" 19' -9" J 40 40 40 40 19' -9" J 40 40 40 40 26'-6" L 45 45 45 45 7.5 3'4" 18' -3" J 40 40 40 40 18' -3" J 40 40 40 40 25' -11" L 45 45 45 45 8 3'-6" 1 T -0" J 40 40 40 40 17' 4" J 40 40 40 40 25' -5" L 46 46 46 46 8.5 3'-4" 16-0" J 40 40 40 40 16' -0" J 40 40 40 40 24' -10" L 47 47 47 1 47 1 9 1 T -2" 1 15' -0" 1 J 1 40 1 40 1 40 1 40 11 15' 4" J 1 40 40 40 - 40 24' -5" L 47 47 47 47 OVER- Post Description Maximum Footing POST Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll Steel 0.043 "x3 "x3" Locksea A Mutoo Twin 0.062 "x1.5 "x1.5" Scroll HANG B MU100 0.024 "x3 "x3" Post w/ Side lat B PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 8' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' IT 9' 10' 11' 12' 13' 14' 15' 16' 1T 18' 19' 20' 21' 22' 0' 3' 3.5' 4' 4.6 6 55 6' 6.5' T 7.6 8' 85 9 9.5' 10' 10.5' 11' 1' 3.6 4' 4.5' 5' 5.5' IT 6.5' T 75 8' 8.6 9' 9.5 10' 10.5' 11' 11.5' 2' Na n/a n/a n/a n/a 6.5' T 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 17 S n/a 1 n/a n/a Na n/a n/a n/a n/a n/a n/a 9.6 10' 105 11' 11.6 17 12.5' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 12.6 13' TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Maximum Footing POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll Steel 0.043 "x3 "x3" Locksea A Mutoo Twin 0.062 "x1.5 "x1.5" Scroll f8' B MU100 0.024 "x3 "x3" Post w/ Side lat B C MU112 Alum 0.032 "x3 "x3" Lockseam 8' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' I E Imu89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G MU49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' J MU89 Alum 0.120 "x4 "x4" Square 12' K MU50 3/16 "x3 "x3" Steel S uare 12' L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multis an Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 29' 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "0"0" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' 1 E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' 1 F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel Square d= 47 1 15 L IMU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2124/2014 Page 92 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 earl outnam0comcast.net EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.16 16 Gau a 3x8 Steel C MU78 14 Gaul a 3x8 Steel C MU78 12 Gauge 3x8 Steel C MU78 Attached Att ached Freestanding of Attached Attached Freestanding of Attached Attached Freestanding of G Structure Structure Multis an Units Structure Structure Multis an Units Structure Structure Multis an Units GROUND TRIB POST MAX 13'-8" MAX POST LENGTH MAX POST LENGTH MAX 31 MAX POST LENGTH MAX POST LENGTH MAX 34 MAX POST LENGTH MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 16 POST MIN FOOTER 8' I 12' 1 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) (FT) (FT) (FT) TYPE "d" "d" I "d" I " d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 9'-8" 8'-9" E 28 (in) (in) (in) (in) (n) 11'4" (in) (in) (in) (in) (in) 30 (in) (in) (in) (in) (in) TABLE 6.16 16 Gaul a 3x8 Steel C MU78 14 Gau le 3x8 Steel C MU78 12 Gauge 3x8 Steel C MU78 28 Attached Freestanding of 14' -7" Attached Freestanding of 29 Attached Freestanding oI 20' -11" G Structure Multispan Units 33 Structure Multis an Units 11 5.5 Structure Multis an Units GROUND TRIB POST MAX 30 13'-8" MAX POST LENGTH MAX 30 31 MAX POST LENGTH MAX G 34 MAX POST LENGTH SNOW WIDTH SPACIN POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' 1 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ONSLABSPACINC G POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 9'4" POST SIZE CONSTRAINED FOOTEF (PSF) 29 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 7 9'-8" 8'-9" E 28 (in) (in) (in) (in) 29 11'4" (in) (in) (in) (in) 30 30 (in) I (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 10 5 13' -T' 12' -1" E 28 28 30 31 14' -7" F 29 29 32 32 20' -11" G 33 33 33 34 LIVE 5.5 1T -4" 11' -1" E 28 28 30 30 13'-8" F 30 30 31 32 19' -9" G 34 34 34 33 LOAD 6 11'4" 10' -2" E 28 28 29 29 12' -10" F 30 30 31 31 18'-8" G 34 34 34 33 ONLY 6.5 10' -5" 9'4" E 28 28 29 29 12' -2" F 30 30 30 31 1T -10" G 34 34 34 32 7 9'-8" 8'-9" E 28 28 28 29 11'4" F 30 30 30 30 1T -0" G 35 35 35 33 7.5 9' -1" 8' -2" E 28 28 28 28 10' -11" F 31 31 31 30 16' -3" G 35 35 35 33 8 8'4" T4" E 28 28 28 28 10'-4" F 31 31 31 30 15' -7" G 35 35 35 33 8.5 8' 4" T -2" E 28 28 28 28 9'-8" F 31 31 31 29 15' -0" H 35 35 35 33 9 T-6" 6' -10" E 28 28 28 27 9' -2" F 31 31 31 29 14' -5" H 36 36 36 33 9.5 T -2" 6' -5" E 28 28 28 27 8'4" F 31 31 31 29 13' -11" H 36 36 36 34 10 6'-9" 6' -1" E 28 28 28 27 8' -3" F 31 31 31 28 13'4" H 36 36 36 34 10.5 6' -5" 5' -10" E 28 28 28 27 T -10" F 31 31 31 28 13' -1" H 36 36 36 34 11 6' -2" 5' -T' E 28 28 28 27 7'4" F 31 31 31 28 12'-8" H 37 37 37 34 11.5 5' -11" 5'-4" E 28 28 28 26 11 T -2" F 31 31 31 1 12' -3" H 37 37 37 34 12 5'4" 5' -1" E 28 28 28 6' -11" F 31 31 31 11' -11" H 37 37 37 13 5' -2" 4' -9" E 28 28 28 6'-4" F 31 31 31 11'-4" H 37 37 37 14 4' -10" 4'-4" E 28 28 28 5' -11" F 31 31 31 10' -9" H 37 37 37 15 4'4" 4' -1" E 28 28 28 5'4" F 31 31 31 10' -3" H 38 1 38 38 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 5 13' -7" 10' -9" E 28 28 31 31 13' -5" F 30 30 32 32 19' -5" G 34 34 34 34 LIVE 5.5 12'-4" 9' -10" E 28 28 30 30 12'4" F 31 31 32 32 164" G 35 35 35 33 LOAD 6 11'-4" 9' -0" E 28 28 30 29 11' -9" F 31 31 31 31 iT-4" G 35 35 35 33 ONLY 6.5 10' -5" 8'-4" E 28 28 29 29 11' -1" F 31 31 31 31 16'4" G 35 35 35 32 7 9'4" T -9" E 28 28 29 29 10' -5" F 31 31 31 30 15'-8" G 36 36 36 33 7.5 9' -1" T -2" E 28 28 28 28 9' -9" F 31 31 31 30 15' -0" H 36 36 36 33 8 8'4" 6' -9" E 28 28 28 28 9' -2" F 31 31 31 30 14' -5" H 36 36 36 33 8.5 V -0" 6 -4" E 28 28 28 28 8' -T' F 31 31 31 29 13' -10" H 36 36 36 33 9 T4" 6' -0" E 28 28 28 27 8' -1" F 31 31 31 29 13'-4" H 37 37 37 33 9.5 T -2" 5'-8" E 28 28 28 27 T4" F 31 31 31 29 12' -10" H 37 37 37 34 10 6' -9" 5'5" E 28 28 28 27 T-4" F 31 31 31 28 12' -5" H 37 37 37 34 10.5 6' -5" 5'-2" E 28 28 28 27 T -0" F 31 31 31 28 12' -0" H 37 37 37 34 11 6' -2" 4' -11" E 28 28 28 27 6-8" F 31 31 31 28 111-8" H 38 38 38 34 11.5 5' -11" 4' -9" E 28 28 28 26 11 6'4" F 31 31 31 1 1114, H 38 38 38 34 12 5'-8" 4'4" E 28 28 28 6' -1" F 31 31 31 11' -0" H 38 38 38 13 6 -2" 4' -2" E 28 28 28 5'4" F 31 31 31 10'-4" H 38 38 38 14 4' -10" T -10" E 28 28 28 5' -3" F 31 31 31 9' -10" H 38 38 38 15 4'4" T -T E 28 28 28 4' -11" F 31 31 31 9-5" I H 1 39 1 39 1 39 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 5 13' -7" 10' -0" E 29 29 32 31 12' -9" F 31 31 33 32 18'4" G 35 35 35 34 LIVE 5.5 12'-4" 9' -1" E 29 29 31 30 11' -11" F 32 32 33 32 1T4" G 36 36 36 33 LOAD 6 11'-4" 8'-4" E 29 29 30 29 11' -2" F 32 32 32 31 16'4" G 36 36 36 33 ONLY 6.5 10' -5" T -9" E 29 29 30 29 10' -5" F 32 32 32 31 15'-8" H 37 37 37 32 7 9'4" T -2" E. 29 29 30 29 9-91 F 32 32 32 30 15' -0" H 37 37 37 33 7:5 9' -1" 6'4" E 29 29 29 28 9'-0" F 32 32 32 30 14'-4" H 37 37 37 33 8 V-6" 6' -3" E 29 29 29 28 8'4" F 32 32 32 30 13' -9" H 38 38 38 33 8.5 8' -0" 5' -11" E 29 29 29 28 8'-0" F 32 32 32 29 13' -2" H 38 38 38 33 9 T-6- 6.7" E 29 29 29 27 T -T' F 32 32 32 29 12'-8" H 38 38 38 33 9.5 7' -2" 5'4" E 29 29 29 27 7' -2" F 32 32 32 29 12'-3" H 38 38 38 34 10 6' -9" 5' 4" E 29 29 29 27 6' -10" F 32 32 32 28 11' -10" H 38 38 38 34 10.5 6' -5" 4'-9" E 29 29 29 27 6'4" F 32 32 32 28 11' -5" H 39 39 39 34 11 6' -2" 4' -T' E 29 29 29 27 6' -2" F 32 32 32 28 11' -1" H 39 39 39 34 11.5 5' -11" 4' -4" E 29 29 29 26 11 5' -11" F 32 32 32 1 10' -9" H 39 39 39 34 12 5'4" 4' -2" E 29 29 29 5'4" F 32 32 32 10' -5" H 39 39 39 13 6 -2" 3' -10" E 29 29 29 F -3" F 32 32 32 9' -10" H 40 40 40 14 4' -10" 3' -T' E 29 29 29 4' -10" F 32 32 32 94" H 40 40 40 15 4'4" 3'4" E 29 29 29 4'4" F 32 32 32 V -11" H 1 40 1 40 1 40 25 5 6' -9" 9-1" E 25 26 29 31 11' -10" F 27 27 30 32 17' -5" G 31 31 32 34 5.5 6' -2" 8' -3" E 25 25 28 30 11' -0" F 28 28 30 32 16' -5" G 32 32 32 33 6 5'-8" T -T' E 25 25 28 29 10' -2" F 28 28 29 31 15'4" H 32 32 32 33 6.5 5' -2" 71-0" E 25 25 27 29 9-5" F 28 28 29 31 14'-8" H 32 32 32 32 7 4' -10" 6' -6" E 25 25 27 29 8' -9" F 28 28 28 30 14' 4" H 33 33 33 33 7.5 4'4" 6'4" E 25 25 26 28 8'4" F 28 28 28 30 13' -5" H 33 33 33 33 8 4'4" 5'4" E 25 25 26 28 T -8" F 28 28 28 30 12' -10" H 33 33 33 33 8.5 4' -0" 5'4" E 25 25 26 28 T -3" F 28 28 28 29 12'4" H 33 33 33 33 9 T -9" 5' -1" E 25 25 26 27 6-10" F 28 28 28 29 11' -10" H 33 33 33 33 9.5 T -7" 4' -9" E 25 25 25 27 6'4" F 28 28 28 29 11' -5" H 34 34 34 34 10 3'-4" 4' -7" E 25 25 25 27 6-2" F 28 28 28 28 11' -0" H 34 34 34 34 10.5 3'4" 4'4" E 25 25 25 27 5' -10" F 28 28 28 28 10' -8" H 34 34 34 34 11 3' -1" 4' -2" E 25 25 25 27 5' -7" F 28 28 28 28 10'-4" 1 H 34 34 34 34 11.5 T -11" 3' -11" 1 E 1 25 1 25 1 25 26 11 5' 4" F 1 28 28 1 28 1 1 10' -0" 1 H 1 34 1 34 1 34 1 34 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 5 6-9" 8' -3" E 26 26 29 31 11' -1" F 28 28 31 33 16' -5" G 32 32 33 35 5.5 6-2" T-6" E 26 26 29 31 10' -2" F 28 28 30 32 15' -5" H 33 33 33 34 6 5'-8" 6-11" E 26 26 28 30 91-4" F 28 28 30 32 14' -7" H 33 33 33 34 6.5 5' -2" 6'4" E 26 26 28 30 8' -T' F 28 28 29 31 13' -10" H 33 33 33 33 7 4' -10" 6 -11" E 26 26 27 29 8' -0" F 29 29 29 31 13' -2" H 34 34 34 34 7.5 4'4" 5' -6" E 26 26 27 29 T -6" F 29 29 29 31 12' -7" H 34 34 34 34 8 4' -3" 5' -2" E 26 26 27 29 T -0" F 29 29 29 30 12' -1" H 34 34 34 34 8.5 4' -0" 4' -10" E 26 26 26 28 6' -T' F 29 29 29 30 11' -T' H 34 34 34 34 9 3' -9" 4' -T' E 26 26 26 28 6' -3" F 29 29 29 30 11'-1" H 35 35 35 35 9.5 3' -T' 4'4" E 26 26 26 28 5' -11" F 29 29 29 29 101-8" H 35 35 35 35 10 34" 4' -2" E 26 26 26 28 5' -7" F 29 29 29 29 19-4" H 35 35 35 35 10.5 T -2" T -11" E 26 26 26 27 5'4" F 29 29 29 29 10' -0" H 35 35 35 35 11 3' -1" T -9" E 26 26 26 27 5' -1" F 29 29 29 29 9'4" H 35 35 35 35 11.5 2' -11" 3' -7" 1 E 26 26 1 26 27 4' -10" F 29 29 29 29 9 35 1 35 35 35 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 93 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.16 16 Gauge 3x8 Steel C MU78 14 Gaui le 3x8 Steel C MU78 12 Gau a 3x8 Steel C MU78 29 Attached Freestanding of F Attached Freestanding of 30 Attached Freestanding of G 31 Structure Multispan Units 34 Structure Multispan Units 6' -5" Structure Multispan Units GROUND TRIB POST MAX 11' -0" F MAX POST LENGTH MAX 30 32 MAX POST LENGTH MAX 32 32 MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' 1 12' I 16 POST MIN FOOTER 8' I IT ' 16 POST MIN FOOTER 8' ' 12' I 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTEF SPACINC POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 9' -5" (FT) (FT) TYPE "d" "Cr "d" I "d" I (FT) TYPE "d" -d- d- "d" (FT) TYPE "d" "d" "d" 5' -1" 6-6" E 25 25 (in) (in) (in) (in) 8' -9" F (in) (in) (in) (in) 28 30 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 20 5 T -1" 9'-1" E 25 26 29 31 11' -10" F 27 27 30 32 1T -5" G 31 31 32 34 LIVE 5.5 6' -5" 9 -3" E 25 25 28 30 11' -0" F 28 28 30 32 16' -5" G 32 32 32 33 LOAD 6 5' -11" 7' -T' E 25 25 28 29 10' -2" F 28 28 29 31 151-6" G 32 32 32 33 ONLY 6.5 5' -5" 7' -0" E 25 25 27 29 9' -5" F 28 28 29 31 14'4" H 32 32 32 32 "d" 7 5' -1" 6-6" E 25 25 27 29 8' -9" F 28 28 28 30 14' 4" H 33 33 33 33 7.5 4'4" 6' -1" E 25 25 26 28 8' -2" F 28 28 28 30 13' -5" H 33 33 33 33 8 4' -5" 5'-8" E 25 25 26 28 7' -8" F 28 28 28 30 12' -10" H 33 33 33 33 8.5 4' -2" 5'4" E 25 25 26 28 T -3" F 28 28 28 29 12'4" H 33 33 33 33 9 T -11" 6 -1" E 25 25 26 27 6' -10" F 28 28 28 29 11' -10" H 33 33 33 33 9.5 T -9" 4' -9" E 25 25 25 27 6'-6" F 28 28 28 29 11' -5" H 34 34 34 34 10 3'4" 4' -T' E 25 25 25 27 6' -2" F 28 28 28 28 11' -0" H 34 34 34 34 10.5 3-4" 4'13" E 25 25 25 27 5' -10" F 28 28 28 28 101-8" H 34 34 34 34 11 3' -2" 4' -2" E 25 25 25 27 6 -7" F 28 28 28 28 10'4" H 34 34 34 34 11.5 3' -1" T -11" E 25 25 25 26 5'-4" F 28 28 28 28 10' -0" H 34 34 34 34 12 T -11" 3' -9" E 25 25 25 26 5' -1" F 28 28 28 28 9'4" H 34 34 34 34 13 2'-8" 1 3'-6" E 1 25 1 25 1 25 1 26 11 4'4" 1 F 1 28 1 28 1 28 1 28 11 9-2" 1 H 35 35 35 35 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 5 T -1" 8'-6" E 26 26 29 31 11' 4" F 29 29 31 33 16-9" G 33 33 33 35 LIVE 5.5 6' -5" T -9" E 26 26 29 31 10'5" F 29 29 31 33 15' -9" G 33 33 33 34 LOAD 6 5' -11" 7' -1" E 26 26 28 30 9' -7" F 29 29 30 32 14' -11" H 33 33 33 34 ONLY 6.5 5' -5" 6' -T' E 26 26 28 30 8' -10" F 29 29 30 32 14' -1" H 34 34 34 34 "d" 7 5' -1" 6-1" E 26 26 28 29 8'4" F 29 29 29 31 13' -5" H 34 34. 34 34 7.5 4' -9" 6-8" E 26 26 27 29 7'-8" F 29 29 29 31 12' -10" H 34 34 34 34 8 4' -5" 64, E 26 26 27 29 T -2" F 29 29 29 30 12'4" H 34 34 34 34 8.5 4' -2" 6 -0" E 26 26 27 29 6' -9" F 29 29 29 30 11' -10" H 35 35 35 35 9 T -11" 4'-9" E 26 26 26 28 6-5" F 29 29 29 30 11'4" H 35 35 35 35 9.5 T -9" V-6" E 26 26 26 28 6' -1" F 29 29 29 29 10' -11" H 35 35 35 35 10 3'S" 4' -3" E 26 26 26 28 5' -9" F 29 29 29 29 10' -T' H 35 35 35 35 10.5 3'4" 4' -1" E 26 26 26 28 5' -0" F 29 29 29 29 10' -2" H 35 35 35 35 11 3' -2" T -11" E 1 26 26 1 26 27 5'4" F 29 29 29 29 9' -10" H 36 36 36 36 11.5 1 T -1" 1 T -9" E 26 26 26 1 27 11 5' -0" 1 F 1 29 1 29 29 29 9-7" 1 H 1 36 1 36 1 36 1 36 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 5 T -1" T -10" E 27 27 30 32 10'-6" F 29 29 32 34 15' -10" G 34 34 34 36 LIVE 5.5 6-5" T -1" E 27 27 29 31 9' -T' F 29 29 31 33 14' -11" H 34 34 34 35 LOAD 6 5' -11" 6-6" E 27 27 29 31 8' -10" F 29 29 31 33 14' -1" H 34 34 34 35 ONLY 6.5 6 -5" 6'-0" E 27 27 29 31 8' -1" F 29 29 30 32 1Y4, H 35 35' 35 35 "d" 7 5' -1" 5' -7" E 27 27 28 30 T -T' F 29 29 30 32 12'4" H 35 35 35 35 7.5 4' -9" 5'4" E 27 27 28 30 7' -1" F 29 29 29 31 12' -1" H 35 35 35 35 8 4' -5" 4' -11" E 27 27 27 29 6-T' F 29 29 29 31 11' -T' H 35 35 35 35 8.5 N -2" V -7" E 27 27 27 29 6' -3" F 29 29 29 31 11'4" H 36 36 36 36 9 T-1111 4' 4" E 27 27 27 29 5' -11" F 29 29 29 30 19-8" H 36 36 36 36 9.5 T -9" 4' -1" E 27 27 27 29 S -T' F 29 29 29 30 10' -3" H 36 36 36 36 10 3'-6" T -11" E 27 27 27 28 5'4" F 29 29 29 30 9-11" H 36 36 36 36 10.5 3'-4" 3'4" E 27 27 27 28 6 -0" F 29 29 29 30 9' -7" H 36 36 36 36 11 T -2" T -T' E 27 27 27 28 N -10" F 29 29 29 29 9-3" H 37 37 37 37 11.5 3' -1" T-6- E 27 27 27 28 4' -7" F 29 29 29 29 9-0" H 1 37 37 1 37 37 12 2' -11" 1 3'4" 1 E 1 27 1 27 1 27 1 28 11 4' -5" 1 F 1 29 1 29 1 29 29 8' -9" H 37 37 37 37 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.16 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.16 TABLE 6.16 16 Gau a 3x8 Steel C MU78 14 Gau le 3x8 Steel C MU78 12 Gau a 3x8 Steel C MU78 29 Attach Freestanding of F Attached Freestanding of 31 Attached Freestanding of H 32 $tr cture Multispan Units 34 Structure Multispan Units 5' -2" Structure Multispan Units GROUND TRIB POST MAX 9'4" F MAX POST LENGTH MAX 30 32 MAX POST LENGTH MAX 32 32 MAX POST LENGTH SNOW WIDTH SPACINC POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ON SLA SPACIN POST SIZE CONSTRAINED FOOTER SPACINC. POST SIZE CONSTRAINED FOOTERSPACINC E POST SIZE CONSTRAINED FOOTEF (PSF) T -11" (FT) (FT) TYPE "d" -d" " d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 4' -1" 5' -5" E 25 25 (in) (in) (in) (in) 7'4" F (in) (in) (in) (in) 29 31 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 5 5-8" T -T' E 25 26 29 31 10'4" F 28 28 31 33 15' -T' H 32 32 32 34 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 6' -11" E 25 25 28 30 9'4" F 28 28 30 32 14' -7" H 32 32 32 34 8' 6 4'4" 6'4" E 25 25 28 30 8' -T' F 28 28 29 31 1IT -10" H 32 32 32 33 n/a 6.5 4'4" 6 -10" E 25 25 27 29 T -11" F 28 28 29 31 13' -1" H 33 33 33 33 11' 7 4' -1" 5' -5" E 25 25 27 29 7'4" F 28 28 29 31 12' -5" H 33 33 33 33 7.5 T -9" 5'4" E 25 25 27 29 6-10" F 28 28 28 30 11' -11" H 33 33 33 33 8 3'-6" 4' -9" E 25 25 26 28 6' -5" F 28 28 28 30 11'4" H 34 34 34 34 8.5 3'4" 4'4' E 25 25 26 28 6' -1" F 28 28 28 29 10' -11" H 34 34 34 34 9 T -2" 4'4" E 25 25 26 28 5' -9" F 28 28 28 29 10'-6" H 34 34 34 34 9.5 T -0" 4'4" E 25 25 26 27 5' -5" F 28 28 28 29 10' -1" H 34 34 34 34 10 2' -10" T -10" E 25 25 25 27 5' -2" F 28 28 28 29 9' -9" H 34 34 34 34 10.5 2'4" 3' -7" E 25 25 25 1 27 4' -11" F 28 28 28 28 9' -5" H 34 34 34 34 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 5' -8" 7'-0" E 26 26 29 31 9-6" F 28 28 31 33 14'4" H 33 33 33 35 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 6' -5" E 26 26 29 31 8'4" F 28 28 31 33 13' -11" H 33 33 33 35 8' 6 4'4" F -10" E 26 26 28 30 T -11" F 28 28 30 32 13' -1" H 34 34 34 34 n/a 6.5 4'4" 5' -5" E 26 26 28 30 7'4" F 28 28 30 32 12' -5" H 34 34 34 34 11' 7 4'4" 6 -0" E 26 26 28 30 6-10" F 28 28 29 31 11' -10" H 34 34 34 34 7.5 3' -9" 4' -8" E 26 26 27 29 6' -4" F 28 28 29 31 11'4" H 34 34 34 34 8 3'-6" 4' -5" E 26 26 27 29 5' -11" F 28 28 28 30 10' -9" H 35 35 35 35 8.5 3'4" 1 V -2" E 26 1 26 27 29 5' -T' F 28 1 28 28 30 1 1014" H 35 1 35 35 1 35 1 9 Y -2" 3' -11" E 26 26 26 28 5'-4" F 28 28 28 30 9' -11" H 35 35 35 35 OVER- Post Description Max H t POST Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU1oo Twin 0.062 "x1.5 "x1.5" Scroll HANG B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' 8' 9' 10' IT 12' 13' 14' 15' 16' 17' 18' 19' 29 21' 22' 0' 3' 3.5' 4' 4.6 5' 5.5' 6' 6.6 T 7.5' 8' 8.6 9' 9.5' 10' 10.5' 11' 1' 3.5' N 4.5' 5' 55 6' 6.6 T 7.6 8' 8.6 9' 9.5' 10' 10.6 11' 11.5' T n/a n/a n/a Ma n/a 6.5' T 73 8' 8.6 9' 9.5' 10' 10.5' 11' 11.5' 12' 3 1 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.5' 10' 10.6 11' 11.6 12' 12.6 N n/a Ma Na n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Na n/a 12.6 13' TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A MU1oo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 12' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E Imu89 Alum 0.055 "x3 "x3" Fluted Alum 0.120 "x4 "x4" Square d= 28" 95 Alum 0.075 "x3 "x3" Square IMU50 3/16 "x3 "x3" Steel Square 9 Steel 0.043 "x3 "x3" Lockseam F MU93 9 Alum 0.120 "x3 "x3" Square MM E 6 Steel 0.043 "x3 "x3" Lockseam d= 32" 10' 1 9 Alum 0.120 "x4 "x4" Square 3/16 "x4 "x4" Steel Square d= 35" 0 3/16 "x3 "x3" Steel Square MU93 3/16 "x4 "x4" Steel Square 3 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS IN TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' 1 E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' 1 G MU93 3/16 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42 14 K MU93 3/16 "x6 "x6" Steel Square -d=47 1 15 L IMU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2/24/2014 Page 94 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cart outnarriftomcast.net 'EB 24 2014 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA: TABLE 6.17 Double 16 Gau a 3x8 Steel C MU114 Double 14 Gauge 3x8 Steel C MU114 Double 12 Gau a 3x8 Steel C MU114 G Attached Freestanding of 35 Attached Freestanding o1 G Attached Freestanding of 35 37 Structure Multispan Units 36 Structure Multispan Units 36 Structure Multispan Units GROUND TRIB POST MAX 35 35 MAX POST LENGTH MAX G 36 MAX POST LENGTH MAX 37 26' -9" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 16 POST MIN FOOTER 8' ( 12' I 15' POST MIN FOOTER 8' I 12' I 15' LOAD (FT) ON SLAB PACINE POST SIZE CONSTRAINED FOOTEF SPACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 36 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" d" "d" (FT) TYPE "d" "d" "d" V. 37 7 9'-8" 20' -3" (in) (in) (in) (in) 37 37 (in) (in) (in) (in) H 38 (in) (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B 10 5 13' -T' 22'4" G 34 34 35 Attached 24' -3" G 35 35 35 37 27' -7" H 36 36 36 36 LIVE 5.5 12'-4" 22' -1" G 35 35 35 MAX POST LENGTH 23'-6" G 36 36 36 37 26' -9" H 37 37 37 POST LOAD 6 11'-4" 21' -5" G 36 36 36 MIN 22' -10" H 36 36 36 SPACINC 25' -11" H 38 38 38 SIZE ONLY 6.5 10' -5" 20' -10" G 36 36 36 (FT) 22' -3" H 37 37 37 "d" 25' -3" H 39 39 39 37 7 9'-8" 20' -3" H 37 37 37 (in) 21'-8" H 38 38 38 36 24'-8" H 39 39 39 38 7.5 9' -1" 19'-6" H 37 37 37 35 21' -2" H 38 38 38 37 24'-1" H 40 40 40 38 8 8'-6" 18' -10" H 38 38 38 35 20'-9" H 39 39 39 37 23' -7" H 40 40 40 39 8.5 8' -0" 18' -3" H 38 38 38 36 20'-4" H 39 39 39 38 23' -1" H 41 41 41 40 9 7'-6" 17'-8" H 38 38 38 36 19' -11" H 40 40 40 38 22'-8" 1 41 41 41 40 9.5 T -2" 17' -2" H 38 38 38 36 19' -7" H 40 40 40 38 22' -3" J 42 42 42 41 10 6' -9" 16'-8" H 39 39 39 37 19'-2" H 41 41 41 39 21' -11" J 42 42 42 41 10.5 6' -5" 16' -2" H 39 39 39 37 18'-8" H 41 41 41 39 21'-6" J 43 43 43 41 11 6' -2" 15'-9" H 39 39 39 37 18' -2" 1 41 41 41 39 21'-2" J 43 43 43 42 11.5 6 -11" 15'4" H 40 40 40 37 1T -9" 1 42 42 42 39 11 20' -11" J 44 44 44 42 12 5'$" 15' -0" H 40 40 40 17' -5" 1 42 42 42 20' -T' J 44 44 44 13 6 -2" 14'-4" H 40 40 40 16' -8" J 42 42 42 20' -1" J 45 45 45 14 4' -10" 13'-8" H 41 41 41 16' -0" J 43 43 43 19' -T' J 46 46 46 15 4'-6" 13' -1" H 41 41 41 1 15' -5" 1 J 1 43 43 1 43 19' -1" I K 46 1 46 46 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 10 5 13' -T' 21' -10" G 36 36 36 Attached 23'4" G 36 36 37 37 26' -5" H 38 38 38 36 LIVE 5.5 12'4" 21' -1" G 36 36 36 MAX POST LENGTH 22'-6" H 37 37 37 37 25' -7" H 39 39 39 POST LOAD 6 1114" 295" G 37 37 37 MIN 21' -11" H 38 38 38 SPACINC 24' -10" H 39 39 39 SIZE ONLY 6.5 10' -5" 19' -9" H 38 38 38 (FT) 21'4" H 39 39 39 "d" 24'-3" H 40 40 40 37 7 9-8" 16 -11" H 38 38 38 (in) 20'4" H 39 39 39 36 23' -7" H 41 41 41 38 7.5 9-1" 18' -3" H 38 38 38 35 20'4" H 40 40 40 37 23' -1" H 41 41 41 38 8 8' -0" 17' -7" H 39 39 39 35 19' -10" H 40 40 40 37 22' -7" 1 42 42 42 39 8.5 8 %0" 17' -0" H 39 39 39 36 19'-6" H 41 41 41 38 22' -2" 1 43 43 43 40 9 T-6" 16' 4" H 39 39 39 36 19' -0" H 41 41 41 38 21'4" J 43 43 43 40 9.5 T -2" 16-0" H 40 40 40 36 18' -5" H 42 42 42 38 21'4" J 44 44 44 41 10 V -9" 165" H 40 40 40 37 1T -11" 1 42 42 42 39 21' 4" J 44 44 44 41 10.5 6' -5" 16 -1" H 40 40 40 37 1T -0" 1 42 42 42 39 20'-8" J 45 45 45 41 11 6-2" 14'-8" H 41 41 41 37 1T -11° 1 43 43 43 39 20'4" J 45 45 45 42 11.5 5' -11" 14'-4" H 41 41 41 37 19-8" J 43 43 43 39 11 20' -0" J 46 46 46 42 12 6-8" 13' -11" H 41 41 41 16-3" J 43 43 43 19' -9" J 46 46 46 13 5' -2" 13' -3" H 41 41 41 15' -T' J 44 44 44 19' -3" J 47 47 47 14 4' -10" 12'-8" H 42 42 42 15' 4" J 44 44 44 18' -9" K 48 48 48 15 1 4' -0" 1 12' -2" I i 1 42 1 42 1 42 14' -5" 1 J 1 45 1 45 1 45 18' -T' I K 1 48 1 48 1 48 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 10 5 13' -T' 21' -3" G 37 37 37 Attached 22'-8" H 38 38 38 37 25' -9" H 40 40 40 36 LIVE 5.5 12'-4" 20' -7" H 38 38 38 MAX POST LENGTH 21' -11" H 39 39 39 37 24' -11" H 40 40 40 POST LOAD 6 11'-4" 19' -10" H 39 39 39 MIN 21'-4" H 39 39 39 SPACINC 24' -3" H 41 41 41 SIZE ONLY 6.5 10' -5" 16 -11" H 39 39 39 (FT) 20'-9" H 40 40 40 "d" 23' -T' H 42 42 42 37 7 9'-8" 18' -2" H 39 39 39 (in) 20'-3" H 41 41 41 36 2Y-U' H 43 43 43 38 7.5 9' -1" 17'-6" H 40 40 40 35 19' -9" H 41 41 41 37 22'-6" 1 43 43 43 38 8 8'-6" 16' -11" H 40 40 40 35 19'-4" H 42 42 42 37 22' -0" J 44 44 44 39 8.5 8' -0" 16' -4" H 41 41 41 36 18' -10" H 43 43 43 38 21' -7" J 45 45 45 40 9 T-6" 15' -10" H 41 41 41 36 18' -3" 1 43 43 43 38 21' -2" J 45 45 45 40 9.5 T -2" 15'-4" H 41 41 41 36 17'-9" 1 43 43 43 38 20' -10" J 46 46 46 41 10 6' -9" 14' -10" H 42 42 42 37 1 T -3" J 44 44 44 39 20' -5" J 46 46 46 41 10.5 6' -5" 14' -5" H 42 42 42 37 16' -10" J 44 44 44 39 20' -1" J 47 47 47 41 11 6' -2" 14'-1" H 42 42 42 37 16' -5" J 44 44 44 39 19' -10" J 47 47 47 42 11.5 5' -11" 13'-8" H 42 42 42 37 16' -0" J 45 45 45 39 11 19' -0" J 48 48 48 42 12 5'-8" 13'-4" H 43 43 43 15' -8" J 45 45 45 19'-3" J 48 48 48 13 5' -2" 12'-8" 1 43 43 43 15' -0" J 45 45 45 18' -9" K 49 49 49 14 4'-10" 17 -2" 1 43 43 43 14' -5" J 46 46 46 18' -3" K 50 50 50 15 4'$" 11' -T' J 44 44 44 13' -10" J 46 46 46 17' -T' K 50 50 50 TABLE 6.17 Double 16 Gauge 3x8 Steel C MU114 Double 14 Gau a 3x8 Steel C MU114 Double 12 Gauge 3x8 Steel C MU 114 H Attached Freestanding of 34 Attached Freestanding of H Attached Freestanding of 35 37 Structure Multispan Units 35 Structure Multispan Units 36 Structure Multispan Units GROUND TRIB POST MAX 34 34 MAX POST LENGTH MAX H 34 MAX POST LENGTH MAX 37 24' -1" MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTS 8' 1 1T I 15' POST MIN FOOTS 8' I 12' I 15' POST MIN FOOTS 8' I 12' I 15' LOAD (FT) ON SLAB SPACINC POST SIZE CONSTRAINED FOOTER SPACINC POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 34 (FT) (FT) TYPE "d" "d" I "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 37 7 4' -10" 1 T -2" (in) (in) (in) (in) 35 35 (in) (in) (in) (in) H 36 (in) (in) (in) (in) or 140 MPH EXPOSURE B or 140 MPH EXPOSURE B 25 5 6' -9" 20'4" H 33 33 34 36 21' -11" H 34 34 35 37 24' -10" H 35 35 35 36 5.5 6' -2" 191-8" H 34 34 34 36 21' -2" H 34 34 34 37 24' -1" H 36 36 36 36 6 5'-8" 18' -9" H 34 34 34 36 20' -7" H 35 35 35 36 23' -5" H 37 37 37 37 6.5 5' -2" 1IT -11" H 34 34 34 35 20' -1" H 36 36 36 36 22' -9" 1 37 37 37 37 7 4' -10" 1 T -2" H 35 35 35 35 19' -7" H 36 36 36 36 22' -3" J 38 38 38 38 7.5 4'-6" 16-6" H 35 35 35 35 19' -0" H 37 37 37 37 21'4" J 38 38 38 38 8 4' -3" 15' -11" H 35 35 35 35 18' -5" 1 37 37 37 37 21'4" J 39 39 39 39 8.5 4' -0" 15' -5" H 36 36 36 36 17' -10" 1 38 38 38 38 20' -10" J 40 40 40 40 9 T -9" 14' -11" H 36 36 36 36 1T -3" J 38 38 38 38 20' -5" J 40 40 40 40 9.5 3' -7" 14' -5" H 36 36 36 36 16-10" J 38 38 38 38 20' -1" J 41 41 41 41 10 3'4" 14' -0" H 37 37 37 37 16'4" J 39 39 39 39 19' -9" J 41 41 41 41 10.5 3' -2" 13' -7" H 37 37 37 37 15' -11" J 39 39 39 39 19-5" J 41 41 41 41 11 T -1" 13' -3" 1 H 1 37 1 37 37 1 37 15'-6" J 39 39 39 39 19-1" K 42 42 42 42 11.5 2' -11" 12' -10" 1 37 37 1 37 37 15' -2" 1 J 1 39 1 39 1 39 1 39 11 18' -10" K 42 42 42 42 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 25 5 6-9" 19' -8" H 34 34 35 37 21' -2" H 35 35 36 38 24' -1" H 37 37 37 38 5.5 6' -2" 18'-8" H 35 35 35 37 20'-6" H 36 36 36 38 23'4" H 38 38 38 38 6 5'-8" 1T -10" H 35 35 35 37 19' -11" H 37 37 37 38 22'-8" 1 38 38 38 38 6.5 5' -2" 1T -0" H 36 36 36 36 19' -5" H 37 37 37 37 22' -1" J 39 39 39 39 7 4' -10" 16' -4" H 36 36 36 36 18' -10" H 38 38 38 38 21'-6" J 40 40 40 40 7.5 4' -0" 15'-8" H 36 36 36 36 18' -2" 1 38 38 38 38 21' -0" J 40 40 40 40 8 4' -3" 15' -1" H 37 37 37 37 1T-6" 1 39 39 39 39 20' -7" J 41 41 41 41 8.5 4' 4" 14' -7" H 37 37 37 37 1T -0" J 39 39 39 39 20' -2" J 41 41 41 41 9 3'4" 14' -1" H 37 37 37 37 16'-6" J 39 39 39 39 19' -10" J 42 42 42 42 9.5 3' -7" 13'-8" H 38 38 38 38 16' -0" J 40 40 40 40 195" J 42 42 42 42 10 3'4" 13' -3" H 38 38 38 38 15' -T' J 40 40 40 40 19-1" J 43 43 43 43 10.5 3-2" 12' -10" 1 38 38 38 38 15' -2" J 40 40 40 40 18' -10" K 43 43 43 43 11 Y -1" 17-6" 1 38 38 38 38 14' -9" J 41 41 41 41 18'5" K 44 44 44 44 11.5 2' -11" 12-2" I 1 39 1 39 1 39 1 39 11 14' -5" 1 J 1 41 1 41 1 41 1 41 11 18' -3" 1 K 44 1 44 1 44 1 44 140 MPH EXPOSURE C ICC ESR 1953 (2012 IBC) 2/24/2014 Page 95 of 106 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREA! TABLE 6.17 Double 16 Gauge 3x8 Steel C MU114 Double 14 Gauge 3x8 Steel C MU 114 Double 12 Gauge 3x8 Steel C MU114 33 Attached Freestanding o1 36 Attached Freestanding of 34 Attached Freestanding of 37 24' -10" Structure Multispan Units 35 Structure Multispan Units LIVE Structure Multispan Units GROUND TRIB POST MAX 34 36 MAX POST LENGTH MAX 34 34 MAX POST LENGTH MAX 24' -1" H MAX POST LENGTH SNOW WIDTH SPACING POST MIN FOOTER 8' I 12' I 16 POST MIN FOOTER 8' I 12' I 16 POST MIN FOOTER 8' ' 12' I 15' LOAD (FT) ON SLAB PACIN POST SIZE CONSTRAINED FOOTEF PACIN POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTEF (PSF) 34 (FT) (FT) TYPE "d" "d" I "d" I "d" (FT) TYPE "d" "d" "d" V. (FT) TYPE "d" "d" "d" "d" 11' 7 5' -1" 17' -2" H (in) (in) (in) (in) 35 35 (in) I (in) (in) (in) 36 36 (in) I (in) (in) (in) 120 MPH EXPOSURE C or 140 MPH EXPOSURE B -" 20 5 T -1" 29-6" G 33 33 34 36 21' -11" H 34 34 35 37 24' -10" H 35 35 35 36 LIVE 5.5 6' -5" 191-8" H 34 34 34 36 21' -2" H 34 34 34 37 24' -1" H 36 36 36 36 LOAD 6 T -11" 18' -9" H 34 34 34 36 20' -7" H 35 35 35 36 23' -5" H 37 37 37 37 ONLY 6.5 5' -5" 17' -11" H 34 34 34 35 20' -1" H 36 36 36 36 22' -9" H 37 37 37 37 11' 7 5' -1" 17' -2" H 35 35 35 35 19' -7" H 36 36 36 36 22'4" 1 38 38 38 38 7.5 4'4- 16'-6" H 35 35 35 35 19' -0" H 37 37 37 37 21' -9" J 38 38 38 38 8 4' -5" 16 -11" H 35 35 35 35 18' -5" H 37 37 37 37 21'4" J 39 39 39 39 8.5 4' -2" 15' -5" H 36 36 36 36 17' -10" 1 38 38 38 38 20' -10" J 40 40 40 40 9 Y -11" 14' -11" H 36 36 36 36 17'4" 1 38 38 38 38 20' -5" J 40 40 40 40 9.5 T -9" 14' -5" H 36 36 36 36 16-10" J 38 38 38 38 29 -1" J 41 41 41 41 10 T -6" 14' -0" H 37 37 37 37 16-4" J 39 39 39 39 19' -9" J 41 41 41 41 10.5 3'4" 13' -7" H 37 37 37 37 15' -11" J 39 39 39 39 19' -5" J 41 41 41 41 11 T -2" 13' -3" H 37 37 37 37 15' -6" J 39 39 39 39 19' -1" J 42 42 42 42 11.5 S -1" 12' -10" H 37 37 37 37 15' -2" J 39 39 39 39 18' -10" K 42 42 42 42 12 T -11" 12-6" 1 37 37 37 37 14' -10" J 40 40 1 40 1 40 11 18' -7*' 1 K 1 43 43 1 43 43 13 1 2'4" 1 11' -11" I I 1 38 1 38 1 38 1 38 11 14' -2" 1 J 1 40 40 40 40 18' -0" K 43 43 43 43 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 20 5 T -1" 20' -0" H 35 35 35 38 21' -5" H 35 35 36 38 24'-4" H 37 37 37 38 LIVE 5.5 6' -5" 19' -0" H 35 35 35 37 20' -9" H 36 36 36 38 23' -7" H 38 38 38 38 LOAD 6 6 -11" 18' -1" H 36 36 36 37 20' -2" H 37 37 37 38 22' -11" H 38 38 38 38 ONLY 6.5 6 -5" 1T-4" H 36 36 36 36 19' -7" H 37 37 37 37 22'-4" 1 39 39 39 39 11' 7 5' -1" 16-7" H 36 36 36 36 19' -1" H 38 38 38 38 21' -9" J 40 40 40 40 7.5 4'4- 16-0" H 37 37 37 37 18' -5" 1 38 38 38 38 21' -3" J 40 40 40 40 8 4' -5" 15' -5" H 37 37 37 37 1IT -10" 1 39 39 39 39 20' -10" J 41 41 41 41 8.5 4' -2" 14' -10" H 37 37 37 37 17' -3" J 39 39 39 39 20' -5" J 42 42 42 42 9 T -11" 14'4" H 38 38 38 38 16-9" J 40 40 40 40 20' -0" J 42 42 42 42 9.5 3'4- 13' -11" H 38 38 38 38 16' -3" J 40 40 40 40 19'4" J 43 43 43 43 10 3'4" 13'-6" H 38 38 38 38 15' -10" J 40 40 40 40 191-4" J 43 43 43 43 10.5 3'4" 13'-1" H 38 38 38 38 15' -5" J 41 41 41 41 19-91 K 44 44 44 44 11 T -2" 12' -9" 1 39 39 39 39 15' -0" J 41 41 41 41 18'4" K 44 44 44 44 11.5 T -1" 12' -5" I 39 39 39 39 14' 8" J 41 41 41 41 18'5" K 44 44 44 44 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 20 5 7'-1" 19' -1" H 36 36 36 39 20' -9" H 37 37 37 39 23' -T' H 38 38 38 39 LIVE 5.5 6' -5" 18' -1" H 36 36 36 38 20' -2" H 38 38 38 39 22' -11" H 39 39 39 39 LOAD 6 T -11" 1T -3" H 37 37 37 38 19-7- H 38 38 38 39 22' -3" 1 40 40 40 40 ONLY 6.5 T -5" 16-6" H 37 37 37 37 19' -0" H 39 39 39 39 21' -8" J 41 41 41 41 11' 7 5' -1" 15' -10" H 38 38 38 38 18'4" 1 39 39 39 39 21' -1" J 41 41 41 41 7.5 4' -9" 15' -2" H 38 38 38 38 1T -7" I. 40 40 40 40 20'$" J 42 42 42 42 8 4' -5" 14' -7" H 38 38 38 38 17' -0" J 40 40 40 40 20' -2" J 43 43 43 43 8.5 4' -2" 14' -1" H 39 39 39 39 16'5" J 41 41 41 41 19-9" J 43 43 43 43 9 3' -11" 13'-8" H 39 39 39 39 16' -0" J 41 41 41 41 19-5" J 44 44 44 44 9.5 3' -9" 13' -2" H 39 39 39 39 15'4" J 41 41 41 41 19' -1" J 44 44 44 44 10 3'S" 12'4" 1 39 39 39 39 15' -1" J 42 42 42 42 18'4" K 45 45 45 45 10.5 34" 12' -5" 1 40 40 40 40 14'$' J 42 42 42 42 18' -5" K 45 45 45 45 11 T -2" 12' -1" 1 40 40 40 40 14'-4" J 42 42 42 42 18' -2" K 46 46 11.5 Y -1" 11' -9" J 40 40 40 40 14' -0" J 43 43 43 43 17' -9" K a 46 46 12 2' -11" 11' -F' J 40 40 40 40 13' -8" J 43 43 43 43 17' -4" K 46 46 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON PAGE 1 6. CHOOSE A HEADER FROM TABLE 6.17 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.17 TABLE 6.17 Double 16 Gauge 3x8 Steel C MU114 Double 14 Gauge 3x8 Steel C MU114 Double 12 Gauge 3x8 Steel C MU 114 H Attached Freestanding of 35 Attached Freestanding of H Attached Freestanding of 36 38 Structure Multispan Units 36 Structure Multispan Units 37 Structure Multispan Units GROUND TRIB POST MAX 34 34 MAX POST LENGTH MAX H 36 MAX POST LENGTH 11 MAX 38 22'-8" MAX POST LENGTH SNOW WIDTH SPACINE POST MIN FOOTEF 8' I 12' 1 15' POST MIN FOOTE 8' I 12' I IF POST MIN FOOTEF 8' I 12' 1 15' LOAD (FT) ON SLAE SPACIN POST SIZE CONSTRAINED FOOTER PACIN POST SIZE CONSTRAINED FOOTERSPACINC 6.5 POST SIZE CONSTRAINED FOOTEF (PSF) 35 (FT) (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" (FT) TYPE "d" "d" "d" "d" 39 11' 7 4' -1" 15' -7" (in) (in) (in) (in) 36 36 (in) (in) (in) (in) 1 37 (in) (in) (in) (in) 130 MPH EXPOSURE C or 150 MPH EXPOSURE B 30 5 6-8" 18'4" H 34 34 35 37 20' -7" H 35 35 36 38 23' -5" H 36 36 36 37 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 17' -10" H 34 34 34 37 19' -11" H 36 36 36 38 22'-8" 1 37 37 37 37 8' 6 4'4- 17' -0" H 35 35 35 36 19'-4" H 36 36 36 37 22' -0" J 38 38 38 38 n/a 6.5 4'4" 16' -3" H 35 35 35 36 18'4" H 37 37 37 37 21' -5" J 39 39 39 39 11' 7 4' -1" 15' -7" H 36 36 36 36 18' -0" 1 37 37 37 37 20' -11" J 39 39 39 39 7.5 T -9" 14' -11" H 36 36 36 36 17'-4" J 38 38 38 38 20' -5" J 40 40 40 40 8 3'-6" 14' -5" H 36 36 36 36 16' -9" J 38 38 38 38 20' 4" J 40 40 40 40 8.5 3'4" 13' -11" H 37 37 37 37 16' -3" J 38 38 38 38 19' -7" J 41 41 41 41 9 X -2" 13' -5" H 37 37 37 37 15' -9" J 39 39 39 39 19' -3" J 41 41 41 41 9.5 T -0" 13' -0" 1 37 37 37 37 15'4" J 39 39 39 39 18' -11" K 42 42 42 42 10 2' -10" 12' -7" 1 37 37 37 37 14' -10" J 39 39 39 39 18' -7" K 42 42 42 42 10.5 2'-8" 1 12' -2" 1 38 38 38 1 38 1 14'4" 1 J 40 40 40 40 18' -3" K 43 43 43 43 140 MPH EXPOSURE C or 160 MPH EXPOSURE B 30 5 51-8" 18' -0" H 35 35 36 38 20' -1" H 36 36 37 39 22 -9" H 38 38 38 39 Alum 0.040 "x3 "x3" Lockseam 5.5 5' -2" 17' -1" H 36 36 36 38 19' -5" H 37 37 37 39 22' -1" J 39 39 39 39 8' 6 4'4" 16' -3" H 36 36 36 37 18'4- H 38 38 38 38 21' -5" J 40 40 40 40 n/a 6.5 4'-4" 15'-6" H 36 36 36 37 17' -11" 1 38 38 38 38 20' -10" J 40 40 40 40 11' 7 4' -1" 14' -10" H 37 37 37 37 17' -3" 1 39 39 39 39 29-4" J 41 41 41 41 7.5 T -9" 14' -3" H 37 37 37 37 16'4" J 39 39 39 39 19' -11" J 42 42 42 42 8 3' 4" 13' -9" H 38 38 38 38 16'4" J 40 40 40 40 19-6" J 42 42 42 42 8.5 3'-4" 13' -3" H 38 38 38 38 15' -7" J 1 40 40 40 40 19' -1" J 43 43 43 43 9 T -2" 12' -9" 1 38 38 38 38 15' -1" J 40 40 40 40 18' -9" K 43 43 43 43 OVER- Post Description Max H t POST Code TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll HANG B Muloo 0.024 "x3 "x3" Post w/ Side lat 10' PROJECTION OF SINGLE SPAN STUCTURES (FT) MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' (FT) 6' 7' 9 9 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 0' 3' 3.6 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9 9.5' 10' 10.5' 11' 1' 3.5' 4' 4.6 5' 55 6' 6.5' T 7.6 8' 8.5' T 9.5' la 10.5' 11' 11.5' 2 n/a Na Na n/a n/a 6.6 T 7.6 8' 8.5' 9' 9.5' 10' 10.5' 11' 115 12' 3' Na n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.6 10' 10.5' 11' 11.6 12 12.5' 4 Na n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a nla 12.6 13' TABLE 6.3 Post Requirements for Attached Single S an Structures Post Description Max H t POST Code Detail Twin 0.032 "x1.5 "x1.5" Scroll 8' A Muloo Twin 0.062 "x1.5 "x1.5" Scroll 9' B Muloo 0.024 "x3 "x3" Post w/ Side lat 10' C MU112 Alum 0.032 "x3 "x3" Lockseam 11' D MU89 Alum 0.040 "x3 "x3" Lockseam 11' E MU89 Alum 0.055 "x3 "x3" Fluted 12' F MU95 Alum 0.075 "x3 "x3" Square 12' G Mu49 Steel 0.043 "x3 "x3" Lockseam 12' H MU89 Alum 0.120 "x3 "x3" Square 12' 1 MU96 Steel 0.043 "x3 "x3" Lockseam 12' 1 J IMU89 G Alum 0.120 "x4 "x4" Square 12' 1 K IMU50 14' 3/16 "x3 "x3" Steel Square I 12' L MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Footing Max Height POST Code Detail # Steel 0.043 "x3 "x3" Locksea d= 20" 8' C MU89 Steel 0.043 "x3 "x3" Locksea d= 22" 8' B MU89 Alum 0.120 "x3 "x3" Square d= 25" 8' D MU96 Alum 0.120 "x3 "x3" Square d= 27" 8' B MU96 Alum 0.120 "x4 "x4" Square d= 28" 8' E IMU50 3/16 "x3 "x3" Steel Square d= 29" 13' F MU93 Alum 0.120 "x4 "x4" Square d= 32" 10' E MU50 3/16 "x3 "x3" Steel Square d= 32" 10' G MU93 3116 "x4 "x4" Steel Square d= 35" 14' 1 MU93 3/16 "x4 "x4" Steel Square d= 38" 10' J MU93 3/16 "x5 "x5" Steel Square d= 42" 14' K MU93 3/16 "x6 "x6" Steel Square d= 47" 1 15' 1 L I MU93 Metals Building Products FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN 5005 Veteran's Memorial Hwy SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Holbrook, NY 11741 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING (631) 563 -4000 SLAB 9. FOLLOW 9 -10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ICC ESR 1953 (2012 IBC) 2124/2014 Page 96 of 106 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carioutnamCa)comcast.net =EB 24 2014 ATTACHMENT TO WOODEN DECK FOR SINGLE SPAN ATTACHED PATIO COVERS ONLY. SEE GENERAL NOTE #24 x 3' METAL POST AILS LA09 OR MU82 1 -3/8' x 5' LONG SCREW w/ 1'0 ON H SIDE OF COLUMN. AS FIR LUMBER JOIST OR R ATTACHED STRUCTURE POST TO DECK FLOOR JOIST L3/16" ASTM A653 GRADE 33 STEEL SEE GEN NOTE #13 FOR CORROSION PROTECTION BRACKET IS 1.5' WIDE L 8' 2X8 LEDGER BOARD (DF) ALUM PANEL OR HANGER RAFTER TOP M❑UI E L— SEE TABLE 7.5 FOR FASTENER SEE GENERAL NOTE #21 ,- -14x1.5- screws %wpp0 2X � TYPE AND L1' MIN GAP BETWEEN SPACING ROOF AND LEDGER TO PERMIT DRAINAGE TOP MOUNT BRACKET ALTERNATIVE EAVE ATTACHMENT EAVE OVERHANG AND 'L' MUST ALSO COMPLY WITH DETAIL MU107 OR LA32 M1 NOT ALLOWED IN SNOW LOAD AREAS MAX WIND LOAD IS 140 MPH EXP C • ICC ESR 1953 (2012 IBC) 2124/2014 POST SPACING RESTRICTING SLAB SACING AS SHOWN IN SECTIONS 2.0, 3.0, 5,9 AND 6.0 THESE ADDITIONAL RESTRICTI ❑NS APPLY; MAXIMUM WIND SPEED IS S ❑LID COVERS FOR 10 PSF LIVE /SN ❑W LA ❑D 150 MPH EXP B 130 MPH EXP C FOR 20 PSF AND GREATER LIVE /SNOW LAOD 140 MPH EXP C FOR LATTICE COVERS, ALL SNOW /LIVE LOADS 160 MPH EXP C EXISTING EAVE WOOD FRAMING SEE GENERAL NOTE #21 FOR WEATHER PROTECTION " 0.125" 1.5 0.125" (Fy= 33ksi)/ STEEL BRACKET 2" SPACING #14x3.5" BETWEEN SCREWS SCREWS LEDGER BOARD SIDE MOUNT BRACKET SEE GENERAL NOTE #13 FOR C ❑RR❑SION PROTECTION h EXISTING ROOF roof snow load "�PATI❑ COVER STRUCTURES COMPLYING WITH THIS DETAIL D❑ NOT REQUIRE ADDITIONAL DRIFTING SNOW C❑NSIDERATI ❑NS 4„ ALUM STRUCTURAL PANEL OR ALUM RAFTER Load Wind Speed MAX "L' FOR TOP OR SIDE MOUNT 16" o/c 24 "otc 16" o/c 24 "o/c s and Exposure 10 130 mph Exp B 23'a" 15' -10" 23'-0" 15' -1o" 140 mph Exp B 21'40" 14' -T' 23'-9" 15'40" 110 mph Exp C 23'-9" 15' -IWI 230-9" 15'40" 115 mph Exp C 23'4" 1514, 23'-9" 15'•10" 130 mph Exp C 181-4" 12' -3" 23' 9" 15'40" 140 mph Ex C 16'-0" 101-6" 23!-S" 15'-10" 20 140 m h Ex C 12'-5" 8'-3" Solid Covers 12,-5" 8-43- Lattice Covers Page 97 of 106 GROUND SNOW LOAD (PSF) 20 25 30 40 50 60 MAXIMUM "h" (IN) 17 18 20 25 30 33 FEB 24 2014 THESE DETAILS ARE APPLICABLE TO S ❑LID OR LATTICE COVERS ( Revisions 1 METALS huildm— pr,sduc;s } 3 f— J oC3 of x CL W� 0X� z A¢Zo Ix a- pqW Ri t—Y(') W C3 0>0in J a! <oP� (7 � O O IID Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @C❑MCAST.NET Drawn By CMP Check By CMP Dote Filename Mlscla.DWG Sea Page / TWO 3/8" STEEL BOLTS CONTINU ❑US WELD SEE TABLE FOR SIZE Fxx= 60 ksi 1.00" r-0 A500 GRADE B ASTM A36 STEEL PLATE 1/2 "0 BOLT Base Plate and Stub Post Specifications GALVANIZED HILTI KWIK TZ W/ 2" OF EMBEDMENT WELDED MOMENT RESISTING STEEL BASE PLATE ALTERNATIVE TO POST EMBEDMENT IN CONCRETE FOOTING THE WELDED POST BRACKET MUST BE VERIFIED TO COMPLY WITH THE REQUIREMENTS IN DETAIL M5 OF THESE PLANS AND FABRICATED IN ACCORDANCE W/ SECTI ❑N 17042,52 BY AN APPROVED FABRICATOR TO THE SATISFACTION OF THE CODE OFFICIAL ICC ESR 1953 (2012 IBC) 2/24/2014 Page 98 of 106 FEB 24 2014 / Revisions 1 METALS Imilding prf,diiCt,: 3 ("_ ~ J A� 0 O o= ° L2 zy-.o Q <ZCD :Dw . I Vl WO10 J > � F --CpJM XLnX Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drown By CMP Check By CMP Date Rename Mlsclb.DWG scale NTS Page Allowed on Moment Max Constrained Plate Plate Stub Stub Minimum Capacity Footing Size Size Thickness Post Size Post Size Weld Size (Ibf *ft) d (in) A (in) t1 (in) B (in) t2 (in) (in) 624 21 8 0.375 2.5 0.125 0.125 1065 24 12 0.375 2.5 0.125 0.125 1706 27 11 0.5 2.5 0.125 0.125 2600 30 17 0.5 2.5 0.188 0.188 3365 32 14 0.625 2.5 0.25 0.25 Base Plate and Stub Post Specifications GALVANIZED HILTI KWIK TZ W/ 2" OF EMBEDMENT WELDED MOMENT RESISTING STEEL BASE PLATE ALTERNATIVE TO POST EMBEDMENT IN CONCRETE FOOTING THE WELDED POST BRACKET MUST BE VERIFIED TO COMPLY WITH THE REQUIREMENTS IN DETAIL M5 OF THESE PLANS AND FABRICATED IN ACCORDANCE W/ SECTI ❑N 17042,52 BY AN APPROVED FABRICATOR TO THE SATISFACTION OF THE CODE OFFICIAL ICC ESR 1953 (2012 IBC) 2/24/2014 Page 98 of 106 FEB 24 2014 / Revisions 1 METALS Imilding prf,diiCt,: 3 ("_ ~ J A� 0 O o= ° L2 zy-.o Q <ZCD :Dw . I Vl WO10 J > � F --CpJM XLnX Carl Putnam, P. E. 3441 IVYLINK PLACE LYNCHBURG, VA 24503 CARLPUTNAM @COMCAST.NET Drown By CMP Check By CMP Date Rename Mlsclb.DWG scale NTS Page 1. CONFORMANACE TO THE APPLICABLE ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THIS DETAIL AND MUST BE APPROVED SEPERATELY. 2. MAXIMUM FAN WEIGHT IS 30 LBF. #14 SHEET METAL SCREW 0.060 "x2 "x2" or 0.060 "x2 "x3" EXTRUDED ALUM S.R FAN BEAM 6063T5 N 2 "X6 ", 2.5 "X6" OR 2.5 "X8" 30041-134 ALUMINUM FLAT PANEL ATTACH PANEL AS PER Table 4.19 or 4.20 ALUMINUM OR STEEL BEAM W/ MIN WALL THICKNESS OF 0.042" S.R. FAN BEAM CONNECTION TO HEADER WALL HANGER 0. 1 20"x2"x2"x2" LONG "L" ANGLE 6063T5 ALUM #14 SCREW W/ 1.5" EMBED INTO WOOD FRAMING MEMBER #10 SHEET METAL SCREW S.R. FAN BEAM CONNECTION TO WALL HANGER ICC ESR 1953 (2012 IBC) 2/24/2014 FAN Allowable Fan BEAM Beam Spans 0.060 "x2 "x2" 14' -9" Q.060 "x2 "x3" 17' -5" WALL HANGER S.R. FAN BEAM Page 99 of 106 FEB 24 2014 ICTURAL PANEL METALS h�.�ilciirrc; ;ur�cl��ct =� METALS BUILDING PRODUCTS 5005 VETERANS MEMORIAL HWY HOLBROOK, NY 11741 (631) 563 -4000 Reserved for Engineer Seal (".k~ of Carl Putnam, P.E. 3441 Ivylink Place Lynchburg, Virginia carlputnam®comcast.net r L 3 0 0 m C 2 -24 -14 MISC2 srow NOTED 3 0 0 m C 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE; Table 7.3: Required Number of Fasteners for Shearing Loads Aluminum Material Gage (in) Steel Gage (in; 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.043 0.043 Trib Width (ft) Allowable Width for Attached Two Post Structures on Slab Live or Ground Snow Load 3/8" B 3/8" B 10 psf 20 psf 3.5 36' -8" 19'4" 4 32' -1" 16' -11" 4.5 28' -6" 15' -1" 5 25' -8" 13' -6" 5.5 23' -4" 12'4" 6 21' -5" 11' -3" 6.5 19' -9" 10' -5" 7 18'4" n/a 7.5 17' -1" n/a 8 16' -0" n/a 8.5 15' -1" n/a 9 14' -3" n/a iaoie r.i ooter Design #14 3/8" B 3/8" B #14 #14 3/8" B #14 3/8" B #14 3/8" B Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (in) (Ibs) 128 590 788 192 210 708 310 1384 507 1522 12 90 1 1 1 1 1 1 1 1 1 1 13 114 1 1 1 1 1 1 1 1 1 1 14 143 2 1 1 1 1 1 1 1 1 1 15 176 2 1 1 1 1 1 1 1 1 1 16 213 2 1 1 2 2 1 1 1 1 1 17 256 2 1 1 2 2 1 1 1 1 1 18 304 3 1 1 2 2 1 1 1 1 1 19 357 3 1 1 2 2 1 2 1 1 1 20 psf Slab 115C 20 463 4 1 1 3 3 1 2 1 1 1 n/a 21 482 4 1 1 3 3 1 2 1 1 1 n/a 22 555 5 1 1 3 3 1 2 1 2 1 n/a 23 634 5 2 1 4 4 1 3 1 2 1 10 10 POST CODE POST DESCRIPTION; DETAIL MAX POST HGHT A Fwin x x Scroll 2 8- B Twin 0.062 "x 1.5 "x1.5" Scroll MU100 9' C 0.024 "x3 "x3" Post w/ Sideplates MU112 12' D Alum 0.032 "x3 "x3" Lockseam MU89 11' E Alum 0.040 "x3 "x3" Locksearr MU89 11' F Alum 0.055 "x3 "x3" Fluted MU95 10' G Alum 0.075 "x3 "x3" Square MU49 10' H Steel 0.043 "x3 "x3" Locksearr MU89 12' 1 Alum 0.120 "x3 "0" Square MU96 10' J Steel 0.043 "x3 "x3" Locksearr MU89 10' K Alum 0.120 "x4 "x4" Square MU50 12' L 3/16 "0"0" Steel Square MU93 14' Table 7.2 915 1 8 2 2 5 5 2 3 1 1 2 29 1270 n/a 3 2 7 7 2 5 30 1406 n/a 3 2 8 7 2 5 31 1552 1 n/a 3 2 9 8 3 6 32 1707 n/a 3 3 9 9 3 6 33 1872 n/a 4 3 n/a 9 3 7 34 2047 n/a 4 3 n/a n/a 3 7 35 2233 n/a 4 3 n/a n/a 4 8 36 2430 n/a 5 4 n/a n/a 4 8 37 2638 n/a 5 4 n/a n/a 4 9 38 2858 n/a 5 4 n/a n/a 5 n/a 39 3090 n/a 6 4 n/a n/a 5 n/a 40 3333 n/a 6 5 n/a n/a 5 n/a 41 3590 n/a 7 5 n/a n/a 6 n/a 42 3859 n/a 7 5 n/a n/a 6 n/a 43 4141 n/a 8 6 n/a n/a 6 n/a 44 4437 n/a 8 6 n/a n/a 7 n/a 45 4746 n/a 9 7 n/a n/a 7 n/a 46 5070 n/a 9 7 n/a n/a 8 n/a 47 5407 n/a n/a 7 n/a n/a 8 n/a 48 5760 n/a n/a 8 n/a n/a 9 n/a 49 6128 n/a n/a 8 n/a n/a 9 n/a 50 6510 n/a n/a 9 n/a n/a n/a n/a Fastener Terminology n/a 4 n/a n/a n/a n/a #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 45 4 3/8" B = 3/8" Diameter Bolt 4 n/a n/a n/a n/a See General Notes for specifics on fasteners 1 Glearspan on this chart is the distance from the wall to the first row of columns. 2 Hilti Kwik Bolt TZ 3/8" diameter and 2" em bed and 1" dia steel washer. ICC ESR 1917 or othe anchor w/ 300# allowable shear and 200# all owable tensile vs live, snow, wind and seismic loads. 3 Masonry anchors must have an allowable shear value of 300# and 200# tens ile for live, snow, wind or seismic loads or be specified by a design professional. 4 #14 screws must have 1.5" of penetration into solid wood. 5 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers These lag screws must be installed as per AFPBA NDS Section 11.1.3. See General Note #19 for washer specifications. 6 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. 7 For ANC3 and ANC4 wood framinq imust be SG =0.5 or denser (Douglas Fir- Larch' Table 7.4: Required Number of Fasteners for Tension Loads 8 7 5 4 5 1 Aluminum Gage (in) 1 SPACING n/a 0.036 0.06 0.060 0.090 0.100 29 2 3 1 12" n/a n/a 3/8" B #14 3/8" B 3/8" B #14 2 4 BOLT SMS BOLT BOLT SMS �esgn 8 123 132 192 269 212 (s) (n) 1 1 1 1 1 90 12 1 1 1 1 1 114 13 2 2 1 1 1 143 14 2 2 1 1 1 176 15 2 2 2 1 2 213 16 3 2 2 1 2 256 17 3 3 2 2 2 304 18 3 3 2 2 2 357 19 4 4 3 2 3 463 20 4 4 3 2 3 482 21 5 5 3 3 3 555 22 6 5 4 3 3 634 23 8 7 5 4 5 1 3 1 SPACING n/a n/a 7 5 6 1270 29 2 3 1 12" n/a n/a 8 6 7 1406 30 2 4 2 LIVE n/a n/a 9 6 8 1552 31 2 4 2 3 n/a n/a 9 7 9 1707 32 2 4 2 7" n/a n/a n/a 7 9 1872 33 2 5 2 18 n/a n/a n/a 8 n/a 2047 34 2 5 2 13' n/a n/a n/a 9 n/a 2233 35 2 5 2 2 n/a n/a n/a n/a n/a 2430 36 2 6 2 17' n/a n/a n/a n/a n/a 2638 37 3 6 2 0 n/a n/a n/a n/a n/a 2858 38 3 7 3 15' n/a n/a n/a n/a n/a 3090 39 3 7 3 13' n/a n/a n/a n/a n/a 3333 40 3 8 3 n/a n/a n/a n/a n/a 3590 41 3 8 3 n/a n/a n/a n/a n/a 3859 42 3 9 3 n/a n/a n/a n/a n/a 4141 43 4 9 3 n/a n/a n/a n/a n/a 4437 44 4 n/a 4 n/a n/a n/a n/a n/a 4746 45 4 n/a 4 n/a n/a n/a n/a n/a 5070 46 4 n/a 4 n/a n/a n/a n/a n/a 5407 47 5 n/a 4 n/a n/a n/a n/a n/a 5760 48 5 n/a 5 n/a n/a n/a n/a n/a 6128 49 5 n/a 5 n/a n/a n/a n/a n/a 6510 50 A WIND SPEE SNOW SPACING SPACING (MPH) AND LOAD CONCRETE MASONRY EXPOSURE (PSF) ANCHORS ANCHORS 140 B 10 12" 10" 115 C LIVE 2 2 140 B 20 9" 7" 140 C LIVE 20' 7" 3 25 9" 7" 18' 3 3 7" 3 30 9" 7" 3 40 9" 7" 14' 60 8" 7" ICC ESR 1953 (2012 IBC) 2124/2014 Page 100 of 106 ANC 3 ANC 4 'ANEL NUMBER OF FASTENERS PER SPAN STUD @ 16" O/C SPACING #14 X 2" 114" LAG (FT) peed SCREWS SCREWS 12' 1 1 24' 2 2 13' 2 2 20' 3 3 13' 2 2 20' 3 3 12' 2 2 18' 3 3 14' 3 3 9' 3 3 1 Spacing between bolts and screws shall be 2.5 times the shank diamter. 2 The edge distance of bolts and screws shall be 3 times the shank diamete 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of actinn of the Innri TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS ind # of peed Screws* ALUMINUM RAFTER SPACING nd per 12" 16" 24" 32" 36" 4 Lags osure Rafter 26' 26' 24' 18' 16' 13' -6" Exp B 2 WA Exp F 3 26' 26' 26' 26' 24' 140 mph Exp 2 18' 18' 12' 9' 8' 14'-4" Exp 3 18' 18' 18' 14' 12' Live 20 7' -1" 4 18' 18' 18' 18' 16' 140 mph 25 2 18' 18 13' 1 9' 30 6' -6" 3 18' 18' 18' 15' 13' 4' -10" 7' -5" 4 18' 18' 18' 18' 18' 4' -5" Exp 2 17' 17' 11' 8' 7' �OFE`SSlp 3 17' 17' 17' 13' 11' �4� '1c 4 17' 17' 17' 17' 15' 0 8 it 2 15' 13 8' 6 5' s IV �P 3 15' 15' 13' 9' 8' 4 15' 15' 15' 13' 11' 60 2 11 J 5' 4' 3' 3 1 12' 12' 8' 6' 5' --o ai a 1 a —wa w/ — olllueuiucfll If1W v -v.0 Suiiu wuvu tuuuyi2ls n1 ALLOWABLE DISTANCE TO FIRST ROW OF POSTS o/c o/c Ground Snow Load (psf) 2 Lag 3 Lags 3 Lags 4 Lags Exp B Exp C Live 10 13'-6" 20' -2" 13' -6" 18' 130 mph WA Live 10 13' 19' -6" 13' 17' -4" 140 mph 115 mph 130 mph Live 10 10' -9" 16' -1" 10' -9" 14'-4" 140 mph Live 10 9'-3" 13' -10" 9'-3" 12'-4" Live 20 7' -1" 10' -7" 7' -1" 9' -5" 140 mph 140 mph 25 T -8" 11' -7" 7' -8" 10' -3" 140 mph 30 6' -6" 9' -9" 6' -6" 8' -8" 140 mph 40 4' -10" 7' -5" 4' -10" 6' -7" 60 T -4" 5' 3' -4" 4' -5" 14U mph Lag = 1/4" Lag Screw with 2.25" penetration into G =0.5 wood (Douglas Fir) Lattice Structures always use 115 m ph Exposure B for the wind condition Metals building Products �OFE`SSlp 5005 Veteran's Memorial Hwy Q P Holbrook, NY 11741 �4� '1c (631) 563 -4000 0 U m Carl Putnam, P. E. .J 8 it 3441 Ivylink Place * 6 15 Lynchburg, VA 24502 s IV �P (434) 384 -2514 OFCAL�FO�� carloutnam(ftomcast. net FEB 24 2014 Misc3 -2012 7.0 CONCRETE FOOTING OPTIONS EQUIVALENT FOOTINGS FOR Wind Condition 115 mph 115 mph 140 mph FREESTAND AND ATTACHED Trib Area 18" DIAMETER OF 30" 36" o Required Side of Square Footing 15" 20" 21 " UJ ZZ W .. CIRCULAR 21 " 23" a ? FOOTINGS (IN) 16" C7 z_ 12" 18" 24" 36" z u~i 20" 18" 24" 28" 24" o ~ Cn p 29" 26" 23" 21" p Z o DEPTH OF 24" 01i' O CIRCULAR 29" 26" 23" Z FOOTINGS (IN) 30" 14" 17" 24" 14" 14" 14" 15" 18" 30" 15" 15" 15" 16" 19" 36" 16" 16" 16" 17" 21 " 43" 19" 17" 17" 18" 22" 52" 23" 18" 18" 19" 23" 61" 27" 19" 19" 20" 24" n/a 31 " 20" 20" 21" 26" n/a 36" 21" 21" 22" 27" n/a 42" 24" 22" 23" 28" n/a 48" 27" 23" 24" 30" n/a 54" 31" 24" 25" 31" n/a 61" 35" 25" 26" 32" n/a 69" 39" 26" 27" 34" n/a 77" 44" 27" 28" 35" n/a 86" 49" 28" 29" 36" n/a n/a 54" 29" 30" 38" n/a n/a 60" 30" 31" 39" n/a n/a 66" 31" 32" 40" n/a n/a 72" 32" 33" 42" n/a n/a 79" 35" 34" 43" n/a n/a 87" 39" 35" 44" n/a n/a 95" 42" 36" 46" n/a n/a 103" 46" 37" 47" n/a n/a 112" 50" 38" 48" n/a n/a n/a 54" 39" 50" n/a n/a n/a 58" 40" 51 " n/a n/a n/a 63" 41" 53" n/a n/a n/a 68" 42" 54" n/a n/a n/a 73" T 43" 55" n/a n/a n/a 78" 44" 57" n/a n/a n/a 84" CONVERSION TO SQUARE TOP FOOTING For Single Span Attached Footings Only ABLE 7.8 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures Wind Condition 115 mph 115 mph 140 mph rooting ueptn Trib Area 18" 24" 30" 36" d (in) Required Side of Square Footing 15" 20" 21 " 18" 16" 15" 21 " 23" 20" 18" 16" 22" 24" 21 " 19" 17" 23" 26" 23" 20" 18" 24" 28" 24" 21" 20" 25" 29" 26" 23" 21" 26" 31" 27" 24" 22" 27" 33" 29" 26" 23" 28" 35" 30" 27" 25" 29" 37" 32" 29" 26" 30" 39" 34" 30" 27" 31" 41" 35" 32" 29" 32" 43" 37" 33" 30" 33" 45" 39" 35" 32" 34" 47" 40" 36" 33" 35" 49" 42" 38" 35" 36" 51" 44" 39" 36" 37" 53" 46" 41" 38" 38" 55" 48" 43" 39" 39" 57" 50" 44" 41" 40" 60" 52" 46" 42" 41" N/A 54" 48" 44" 42" N/A 56" 50" 45" 43" N/A 58" 51" 47" 44" N/A 60" 53" 49" 45" N/A N/A 55" 50" 46" N/A N/A 57" 52" 47" N/A N/A 59" 54" 48" N/A N/A N/A 55" 49" N/A N/A N/A 57" 50" N/A N/A N/A 59" TABLE 7.9 ABLE 7.8 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures IAt3LL /.7U ICC ESR 1953 (2012 IBC) 2124/2014 Page 101 of 106 zzzo,/00� Existing Residence Panel Spa 1/2 OF PANEL SPAN --------------- - - - - -i - - -� Corner Trib Area I Trib Area for 1 1/2 OF PANEL SPAN Middle Post Lma I 1 I I Post Spacing Panel Overhang Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 FEB 24 2014 Misc4 -2012 Wind Condition 115 mph 115 mph 140 mph Lattice Trib Trib Area Exp B Exp C I Exp C Area (sq ft) (sq ft) Required "d" of Footing (in) 15 15" 17" 20" 25 20 17" 19" 21 " 33 25 18" 20" 23" 42 30 19" 21" 25" 50 35 20" 23" 26" 58 40 21" 24" 27" 67 45 22" 25" 28" 75 50 23" 25" 29" 83 55 23" 26" 30" 92 60 24" 27" 31" 100 65 25" 28" 32" 108 70 25" 28" 33" 117 80 26" 30" 34" 133 90 27" 31 " 35" 150 100 28" 32" 37" 167 110 29" 33" 38" 183 120 30" 34" 39" 200 130 31" 35" 40" 217 140 32" 36" 41" 233 150 33" 37" 42" 250 160 33" 37" 43" 267 170 34" 38" 44" 283 180 35" 39" 45" 300 190 35" 40" 45" 317 200 36" 40" 46" 333 210 36" 41" 47" 350 220 37" 42" 48" 367 230 38" 42" 48" 383 240 38" 43" 49" 400 IAt3LL /.7U ICC ESR 1953 (2012 IBC) 2124/2014 Page 101 of 106 zzzo,/00� Existing Residence Panel Spa 1/2 OF PANEL SPAN --------------- - - - - -i - - -� Corner Trib Area I Trib Area for 1 1/2 OF PANEL SPAN Middle Post Lma I 1 I I Post Spacing Panel Overhang Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 FEB 24 2014 Misc4 -2012 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Single Span Attached Lattice Structure Moment Frame A: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame A: Detail LA25, 4 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame B: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.032" Moment Frame B: Detail LA24, 6 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame C: Detail LA24, 8 screws, A =4 ", B= 6 ", sideplates = 0.024" Moment Frame C: Detail LA25, 4 screws, A =2 ", B= 7 ", DBL HEADER Moment Frame C: Detail LA25, 6 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame C: Detail LA26, 4 BOLTS, A =2 ", B= 7 ", SINGLE STEEL C Moment Frame D: Detail LA26, 4 BOLTS, A =2 ", B= 5 ", DBL STEEL C Tables L1 and L2 need to be checked for surfaci mount concrete attachment Metals Building Products 2440 Albright Houston, - (713)946- Carl Putnam, P. E. 3441 Ivylink Place VA 24502 FEB 24 2014 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 102 of 106 Table L2a Moment Frame Table L2b Moment Frame B Ss Allowed cubic feet REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTING: 20% 2099 30% 1050 Table L1 a: Use this table for the following header. 30% 1399 40% 788 40% 1050 50% 720 Table L1 b: Use this table for the following header: 50% 960 60% 600 60% 800 Moment Frame A = 367 Ibf*ft 70% 685 80% 525 80% 700 90% 467 90% 622 100% 420 Moment Frame B = 489 Ibf *ft 110% 417 110% 555 120% 382 120% 509 130% 388 130% 517 140% 360 140% 480 Post Height (ft) 150% 448 Post Height (ft) Required 8' I 9' 10' 11' 12' 8' 9' 10' 11' 12' Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Wind Number Wind Exposure B Wind Exposure C Wind Number Wind Exposure B Wind Exposure C Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 110 mph 2 or 3 7' 5.5' 4' 3' 2' 4' 2.5' 1.5' 1' 0' 110 mph 2 or 3 10' 8.5' 7' 5.5' 4' 6' 4.5' 3.5' 2.5' 1.5' 4 12' 10' 8' 6.5' 5.5' 7' 5.5' 4.5' 3' 2' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12' 10' 8.5' 7' 6 15' 15' 15' 13.5' 11.5' 13.5' 11.5' 9.5' 8' 6.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 7 15' 15' 15' 15' 15' 15' 14' 12' 10' 8.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 13' 115 mph 2 or 3 6' 5' 3.5' 2.5' 1.5' 3.5' 2' 1.5' 0.5' 0' 115 mph 2 or 3 9' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 4 10.5' 8.5' 7' 5.5' 4.5' 6.5' 5' 3.5' 2.5' 1.5' 4 15' 12.5' 10.5' 9' 7.5' 9' 7.5' 6' 4.5' 3.5' 5 15' 12.5' 10.5' 9' 7.5' 9' 7.5' 6' 4.5' 3.5' 5 15' 15' 15' 13' 11' 13' 11' 9' 7.5' 6' 6 15' 15' 14' 12' 10.5' 12' 10' 8.5' 7' 5.5' 6 15' 15' 15' 15' 15' 15' 14.5' 12' 10.5' 8.5' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 13' 11.5' 130 mph 2 or 3 4.5' 3' 2' 1' 0.5' 2' 1' 0.5' 0' 0' 130 mph 2 or 3 6.5' 5' 4' 3' 2' 3.5' 2.5' 1.5' 0.5' 0' 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 4 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 5 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 5 15' 13' 11' 9.5' 8' 9.5' 8' 6.5' 5' 4' 6 14.5' 12' 10.5' 8.5' 7' 9' 7' 6' 4.5' 3.5' 6 15' 15' 15' 12.5' 11' 13' 10.5' 9' 7.5' 6' 7 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5' 7 15' 15' 15' 15' 14' 15' 13.5' 11.5' 9.5' 8' 140 mph 2 or 3 3.5' 2.5' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 140 mph 2 or 3 5.5' 4' 3' 2' 1' 2.5' 1.5' 1' 0' 0' 4 6.5' 5' 3.5' 2.5' 1.5' 3.5' 2.5' 1.5' 0.5' 0' 4 9.5' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 9.5' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 13' 11' 9' 7.5' 6' 8' 6.5' 5' 4' 3' 6 12.5' 10' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 6 15' 14.5' 12.5' 10.5' 9' 10.5' 8.5' 7' 5.5' 4.5' 7 15' 13' 10.5' 9' 7.5' 9.5' 7.5' 6' 5' 3.5' 7 15' 15' 15' 13.5' 11.5' 13.5' 11' 9' 7.5' 6.5' 150 mph 2 or 3 2.5' 1.5' 0.5' 0' 0' 1' 0' 0' 0' 0' 150 mph 2 or 3 4.5' 3' 2' 1' 0.5' 2' 1' 0.5' 0' 0' 4 5' 4' 3' 2' 1' 2.5' 1.5' 0.5' 0' 0' 4 7.5' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 5 8' 6' 5' 3.5' 2.5' 4.5' 3' 2' 1' 0.5' 5 11' 9' 7.5' 6' 5' 6.5' 5' 4' 3' 2' 6 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5' 3.5' 2.5' 1.5' 6 14.5' 12.5' 10.5' 8.5' 7' 9' 7' 6' 4.5' 3.5' 7 13' 10.5' 9' 7.5' 6' 8' 6' 5' 3.5' 2.5' 7 15' 15' 13' 11' 9.5' 11.5' 9.5' 7.5' 6' 5' 170 mph 2 or 3 1.5' 0.5' 0' 0' 0' 0' 0' 0' 0' 0' 170 mph 2 or 3 3' 2' 1' 0' 0' 1' 0' 0' 0' 0' 4 3.5' 2.5' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 4 5.5' 4' 3' 2' 1' 3' 2' 1' 0' 0' 5 5.5' 4' 3' 2' 1' 3' 2' 1' 0' 0' 5 8' 6.5' 5' 4' 3' 4.5' 3.5' 2.5' 1.5' 0.5' 6 7.5' 6' 4.5' 3.5' 2.5' 4' 3' 2' 1' 0' 6 11' 9' 7.5' 6' 4.5' 6.5' 5' 3.5 2.5' 1.5' 7 1 9.5' 7.5' 6' 5' 4' 1 5.5' 4' 3' 2' 1' 7 13.5' 11.5' 9.5' 8' 6.5' 8' 6.5' 5' 4' 3' Moment Frame A: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame A: Detail LA25, 4 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame B: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.032" Moment Frame B: Detail LA24, 6 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame C: Detail LA24, 8 screws, A =4 ", B= 6 ", sideplates = 0.024" Moment Frame C: Detail LA25, 4 screws, A =2 ", B= 7 ", DBL HEADER Moment Frame C: Detail LA25, 6 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame C: Detail LA26, 4 BOLTS, A =2 ", B= 7 ", SINGLE STEEL C Moment Frame D: Detail LA26, 4 BOLTS, A =2 ", B= 5 ", DBL STEEL C Tables L1 and L2 need to be checked for surfaci mount concrete attachment Metals Building Products 2440 Albright Houston, - (713)946- Carl Putnam, P. E. 3441 Ivylink Place VA 24502 FEB 24 2014 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 102 of 106 Table L2a Moment Frame Table L2b Moment Frame B Ss Allowed cubic feet Ss Allowe cubic fee 20% 1575 20% 2099 30% 1050 * ** 30% 1399 40% 788 40% 1050 50% 720 ** 50% 960 60% 600 60% 800 70% 514 70% 685 80% 525 80% 700 90% 467 90% 622 100% 420 100% 560 110% 417 110% 555 120% 382 120% 509 130% 388 130% 517 140% 360 140% 480 150% 336 150% 448 Directions for using Seismic Table 1-2a, 1-2b, L2c or 1-2d** ***' 1. Determine Tributary width 2. Determine width of structure 3. Determine height of structure 4. Determine number of posts structure has 5. Determine Ss for your area (contac your local building department) * * ** 6. Choose Table L2a -d based on the header 7. Determine the maximum size allowed on the chart 8. Multiply #1, #2 and #3 and divide by #4 * * * ** 9. If #8 is lower than #7 the structure is OK for seismic 10. If your Ss is over 150% use 150% *no check needed for Patio Covers attached to slab under these conditions * *no check needed for Patio Covers that are 10' tall attached to slab under these condition: * * *no check needed for Patio Covers that are 8' tall attached to slab under these conditions *" *Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped on Figure 1613.3.1 (1) in the 2012 IBC * * * ** Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 For 4 post Structures divide by 4.5 For 5 post Structures divide by 6 For all others add 1.5 to number of posts * * * * ** Not for use in areas with flat roof snow loads exceeds 30 psf. Misc5a -2012 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Single Span Attached Lattice Structure Moment Frame A: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame A: Detail LA25, 4 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame B: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.032" Moment Frame B: Detail LA24, 6 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame C: Detail LA24, 8 screws, A =4 ", B= 6 ", sideplates = 0.024" Moment Frame C: Detail LA25, 4 screws, A =2 ", B= 7 ", DBL HEADER Moment Frame C: Detail LA25, 6 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame C: Detail LA26, 4 BOLTS, A =2 ", B= 7 ", SINGLE STEEL C Moment Frame D: Detail LA26, 4 BOLTS, A =2 ", B= 5 ", DBL STEEL C Tables L1 and L2 need to be checked for surfac( mount concrete attachment Metals Building Products 5005 Veteran's Memorial Hwy Holbrook (631) 563. Carl Putnam, P. E. 3441 Ivylink Place rg, VA 2450 FEB 24-2014 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 103 of 106 able 1-2c ITable 1-2d loment Frame C I Moment Frame D Ss Allowed REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTING! Ss Allowe Table L1c: Use this table for the following header., cubic feet cubic fe( Table Ltd: Use this table for the following header, 2301 20% 3404 Moment Frame C = 536 Ibf *ft 30% 2269 40% 1150 Moment Frame D = 793 Ibf"'ft 50% 1052 50% 1556 60% 877 * ** 60% 1297 Post Height (ft) 751 70% 1112 80% 767 ** Post Height (ft) 1135 90% 682 Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Wind Number 130% Wind Exposure B 140% 526 Wind Exposure C Wind Number 150% Wind Exposure B Wind Exposure C 726 Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 110 mph 2 or 3 11.5' 9.5' 8' 6.5' 5' 7' 5.5' 4' 3' 2' 110 mph 2 or 3 15' 15' 13' 11' 95 11.5' 9.5' 7.5' 6' 5' 4 15' 15' 13.5' 11.5' 9.5' 11.5' 9.5' 8' 6.5' 5' 4 15' 15' 15' 15' 15' 15' 15' 13' 11' 95 5 15' 15' 15' 15' 14.5' 15' 13.5' 11.5' 10' 8' 5 15' 15' 15' 15' 15' 15' 15' 15' 15' 14' 6 15' 15' 15' 15' 15' 15' 15' 15' 13' 11.5' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 115 mph 2 or 3 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5' 3.5' 2.5' 1.5' 115 mph 2 or 3 15' 14' 11.5' 10' 8.5' 10' 8.5' 6.5' 5.5' 4' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 4 15' 15' 15' 15' 14.5' 15' 14' 12' 10' 8.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12.5' 10.5' 8.5' 7' 5 15' 15' 15' 15' 15' 15' 15' 15' 14.5' 12.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 13' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 130 mph 2 or 3 7.5' 6' 4.5' 3.5' 2.5' 4' 3' 2' 1' 0' 130 mph 2 or 3 12.5' 10' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 4 12.5' 10.5' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 4 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 5.5' 5 15' 15' 12.5' 10.5' 9' 11' 9' 7.5' 6' 4.5' 5 15' 15' 15' 15' 15' 15' 14.5' 12.5' 10.5' 9' 6 15' 15' 15' 14.5' 12.5' 14.5' 12' 10' 8.5' 7' 6 15' 15' 15' 15' 15' 15' 15' 15' 14' 12' 7 15' 15' 15' 15' 15' 15' 15' 12.5' 11' 9' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 140 mph 2 or 3 6' 4.5' 3.5' 2.5' 1.5' 3' 2' 1' 0.5' 0' 140 mph 2 or 3 10' 85 7' 5.5' 4' 6' 4.5' 3.5' 2.5' 1.5' 4 10.5' 8.5' 7' 5.5' 4.5' 6' 4.5` 3.5' 2.5' 1.5' 4 15' 14' 12' 10' 8.5' 10.5' 8.5' 7' 5.5' 4.5' 5 15' 12.5' 10.5' 8.5' 7' 9' 7.5' 6' 4.5' 3.5' 5 15' 15' 15' 14.5' 12.5' 14.5' 12' 10.5' 8.5' 7' 6 15' 15' 14' 12' 10' 12' 10' 8' 6.5' 5.5' 6 15' 15' 15' 15' 15' 15' 15' 13.5' 11.5' 10' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 13' 150 mph 2 or 3 5' 3.5' 2.5' 1.5' 1' 2.5' 1.5' 0.5' 0' 0' 150 mph 2 or 3 8.5' 7' 5.5' 4' 3' 5' 3.5' 2.5' 1.5' 0.5' 4 8.5' 7' 5.5' 4.5' 3.5' 5' 3.5' 2.5' 1.5' 1' 4 14' 12' 10' 8.5' 7' 8.5' 7' 5.5' 4.5' 3' 5 12.5' 10.5' 8.5' 7' 5.5' 7.5' 6' 4.5' 3.5' 2.5' 5 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 5.5' 6 15' 13.5' 11.5' 10' 8' 10' 8' 6.5' 5.5' 4' 6 15' 15' 15' 15' 14' 15' 13.5' 11.5' 9.5' 8' 7 15' 15' 14.5' 12.5' 10.5' 12.5' 10.5' 8.5' 7' 6' 7 15' 15' 15' 15' 15' 15' 15' 14.5' 12.5' 10.5' 170 mph 2 or 3 3.5' 2' 1.5' 0.5' 0' 1.5' 0.5' 0' 0' 0' 170 mph 2 or 3 6' 4.5' 3.5' 2.5' 1.5' 3' 2' 1' 0.5' 0' 4 6' 5' 3.5' 2.5' 1.5' 3.5' 2' 1.5' 0.5' 0' 4 10.5' 8.5' 7' 5.5' 4.5' 6' 5' 3.5' 2.5' 1.5' 5 9' 7.5' 6' 4.5' 3.5' 5.5' 4' 3' 2' 1' 5 15' 12.5' 10.5' 8.5' 7.5' 9' 7.5' 6' 4.5' 3.5' 6 12' 10' 8.5' 7' 5.5' 7.5' 5.5' 4.5' 3.5' 2.5' 6 15' 15' 14' 12' 10' 12' 10' 8' 6.5' 5.5' 7 15' 12.5' 10.5' 9' 7.5' 1 9' 7.5' 6' 4.5' 3.5' 7 15' 15' 15' 15' 13' 15' 12.5' 10.5' 9' 7.5' Moment Frame A: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame A: Detail LA25, 4 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame B: Detail LA24, 4 screws, A =5 ", B= 7 ", sideplates = 0.032" Moment Frame B: Detail LA24, 6 screws, A =5 ", B= 7 ", sideplates = 0.024" Moment Frame C: Detail LA24, 8 screws, A =4 ", B= 6 ", sideplates = 0.024" Moment Frame C: Detail LA25, 4 screws, A =2 ", B= 7 ", DBL HEADER Moment Frame C: Detail LA25, 6 screws, A =2 ", B= 5 ", DBL HEADER Moment Frame C: Detail LA26, 4 BOLTS, A =2 ", B= 7 ", SINGLE STEEL C Moment Frame D: Detail LA26, 4 BOLTS, A =2 ", B= 5 ", DBL STEEL C Tables L1 and L2 need to be checked for surfac( mount concrete attachment Metals Building Products 5005 Veteran's Memorial Hwy Holbrook (631) 563. Carl Putnam, P. E. 3441 Ivylink Place rg, VA 2450 FEB 24-2014 ICC ESR 1953 (2012 IBC) 2/24/2014 Page 103 of 106 able 1-2c ITable 1-2d loment Frame C I Moment Frame D Ss Allowed Ss Allowe cubic feet cubic fe( 20% 2301 20% 3404 30% 1534 30% 2269 40% 1150 40% 1702 50% 1052 50% 1556 60% 877 * ** 60% 1297 70% 751 70% 1112 80% 767 ** 80% 1135 90% 682 90% 1009 100% 614 100% 908 110% 608 110% 900 120% 558 120% 825 130% 566 * 130% 838 140% 526 140% 778 150% 491 150% 726 Directions for using Seismic Table 1-2a, 1-2b, 1-2c or L2d** ***' 1. Determine Tributary width 2. Determine width of structure 3. Determine height of structure 4. Determine number of posts structure has 5. Determine Ss for your area (contac your local building department) * * ** 6. Choose Table L2a -d based on the header 7. Determine the maximum size allowed on the chart 8. Multiply #1, #2 and #3 and divide by #4 * * * ** 9. If #8 is lower than #7 the structure is OK for seismic 10. If your Ss is over 150% use 150% *no check needed for Patio Covers attached to slab under these conditions * *no check needed for Patio Covers that are 10',tall attached to slab under these condition: * * *no check needed for Patio Covers that are 8' tall attached to slab under these conditions * * * *Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped on Figure 1613.3.1(1) in the 2012 IBC * * * ** Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 For 4 post Structures divide by 4.5 For 5 post Structures divide by 6 For all others add 1.5 to number of posts * * * * ** Not for use in areas with flat roof snow loads exceeds 30 psf. Misc5b -2012 P/2 P/2 Y X Z Figure 1 Patio Cover Length (L) Determine Snow Loads on Existing Structure 1 Determine Roof Snow /Live Load, S. See General Note 3. 2 Dead Load = 1 psf 3 Add Dead and Live /Snow Loads, mulitply by half of Panel Span Wall Load = (D + S) P /2 4 Result is wall load in pounds per linear foot. Determine Wind Loads on Existing Structure 1 Determine Wind Load, W+ or W -. See Table 1 2 Dead Load included in Down and Up loads 3 Mulitply W+ or W- by half of Panel Span Wall Load = W P /2 4 Result is wall load in pounds per linear foot. 5 Maximum Shear Load in X direction is 296 Ibf (140 mph Exposure C, 17' Panel Span) Max load in Y direction (towards house) is 52 plf (140 mph Exp C, 10" 1 beam) Max load in Y direction due to force couple resisting lateral is 102 plf (140 mph Exp C, Projection = Width) Determine Seismic Loads on Existing Structure (Excludes Roof Snow Load over 30 psf] 1 Vertical Loads and Horizontal Loads = maximum of 1 psf Combination Loads based on Equation 16 -11 1 Determine Combination Load, C. See Table 2 3 Mulitply C by half of Panel Span Wall Load = C P /2 4 Result is wall load in pounds per linear foot. Kz 0.7 0.98 height factor, Exposure B and C Kzt 1 Topographic factor Roof Live /Snow Loads + Dead 11 Kd 0.85 Wind Directionality factor 34.6 51.4 1 1 Importance Factor 17.0 24.5 G 0.85 Gust Factor 47.3 115 Cnet 1.2 Net Pressure Coefficent 25.2 26.0 Dead 1 psf 48.0 120 B 13.4 18.6 Design Design 30.0 36.3 Down Load Up Load Wind 15.8 C&C (psf) (psf) Speed mph Exposure h s s W+ W- 110 B 18.4 11.3 12.3 10.7 115 B 20.1 12.3 13.3 11.7 120 B 21.9 13.4 14.4 12.8 130 B 25.7 15.8 16.8 15.2 140 B 29.9 18.3 19.3 17.7 110 C 25.8 15.8 16.8 15.2 115 C 28.2 17.3 18.3 16.7 120 C 30.7 18.8 19.8 18.2 130 C 36.0 22.1 23.1 21.5 140 C 41.8 25.6 26.6 25.0 45.4 TABLE 1 Combination Loads: Snow + Wind +Dead Loads Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384 -2514 cariputnam(cDcomcast.net FEB 24 2014 Wind Speed mph Exposure Wind Load s Live Loads (psf) 10 20 25 Ground Snow Loads (psf) 30 40 60 Roof Live /Snow Loads + Dead 11 21. 22 26.2 34.6 51.4 110 B 11.3 17.0 24.5 25.2 28.4 34.7 47.3 115 B 12.3 17.7 25.2 26.0 29.1 35.4 48.0 120 B 13.4 18.6 26.1 26.8 30.0 36.3 48.9 130 B 15.8 20.3 27.8 28.6 31.7 38.0 50.6 140 B 18.3 22.2 29.7 30.5 33.6 39.9 52.5 110 C 15.8 20.3 27.8 28.6 31.7 38.0 50.6 115 C 17.3 21.4 28.9 29.7 32.8 39.1 51.7 120 C 18.8 22.6 30.1 30.8 34.0 40.3 52.9 130 C 22.1 25.0 32.5 33.3 36.4 42.7 55.3 140 C 25.6 27.7 35.2 35.9 39.1 45.4 58.0 IAtJLt L ICC ESR 1953 (2012 IBC) 2/24/2014 Page 104 of 106 Misc6 -2012 n n cn X O Cn w N O_ N W 0 N A N O A N O N O Cn O O Metals USA Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals ASSUMES FULL LATERAL BRACING Max Allowable Max Allowable Structural Element I (W4) bottom Moment (top In Moment (bottom Max I (in "4) top in In compression In compression Allowable Ftu or Fu Fly or Fy Fey compression compression (lbrft) (lbrft) Shear(lbf) Material E(ksi) (ksi) (ksi) (ksi) Rafters 0.024 "x2 "x8.5" Aluminum Rafter LA05 "x2 2.178 same 293 273 169 30041-134 10100 32 25 0.032 "x6.5" Aluminum Rafter LA05 "x2 "x8.5 "Aluminum 2.929 some 552 494 406 3004H34 10100 32 25 22 22 0.040 Rafter LA05 3.693 same 851 786 800 30041-134 10100 32 0.042 "x3 "x8 "Aluminum RafterLA04 "x3 7.907 same 1164 1038 747 30041-134 10100 32 25 22 0.024 "x3 "Aluminum RafterLA21 "4"4"Aluminum 0.432 same 130 124 380 30041-134 10100 32 25 25 22 22 0.032 RafterLA21 "x3 "x3 "Aluminum 0.576 same 236 223 905 30041-134 10100 32 25 22 0.040 RafterLA21 0.72 same 389 343 1506 3004H34 10100 32 25 Aluminum Panels 22 0.020 "x3.5 "x12" W Panel MU05 MU08 "x3.5 "x12" 0.574 same 324 311 440 30041-134 10100 32 25 22 0.024 W Panel MU05 MU08 0.689 same 417 399 528 3004H34 10100 32 25 22 0.032"x3.5"x12" W Panel MU05 MU08 "x3.5 "x12" 0.918 same 617 557 704 30041-134 10100 32 25 22 0.040 W Panel MU05 MU08 1.148 same 833 725 725 30041-134 10100 32 25 22 0.020"x3.5"x12" Vee Panel MU06 "x3.5 "x12" 0.507 same 193 72 681 30041-134 10100 32 25 22 0.024 Vee Panel MU06 0.675 same 371 129 908 30041-134 10100 32 25 22 0.032 x3.5"x12" Vee Panel MU06 "x3.5 "x12" 0.901 same 614 232 1211 30041-134 10100 32 25 22 0.040 Vee Panel MU06 1.126 same 873 366 1514 30041-134 10100 32 25 22 0.020 "x3 "x8" Flat Panel MU12 "x3 "x8" 0.572 same 182 122 393 30041-134 10100 32 25 22 0.025 Flat Panel MU12 "4"x8" 0.716 same 333 189 492 30041-134 10100 32 25 22 0.032 Flat Panel MU12 0.916 same 496 261 629 30041-134 10100 32 25 22 0.020 "x3 "x12" W Panel MU13 0.432 same 180 238 761 3004H34 10100 32 25 22 0.025 "4"x12" W Panel MU13 "x3 "x12" 0.539 same 287 366 952 30041-134 10100 32 25 22 0.028 W Panel MU13 "x3 "x12" 0.604 same 348 433 1066 30041-134 10100 32 25 22 0.032 W Panel MU13 "x3 "x12" 0.691 same 422 528 1218 30041-134 10100 32 25 22 0.040 W Panel MU13 0.863 same 557 730 1523 3004H34 10100 32 25 22 0.020 "x3 "x12" Flat Panel MW 1 "4"x12" 0.664 same 185 150 393 30041-134 10100 32 25 22 0.025 Flat Panel M1.111 "x3 "x12" 0.829 same 338 197 492 30041-134 10100 32 25 22 0.032 Flat Panel MU11 "x3 "x12" 1.062 same 504 270 629 30041-134 10100 32 25 22 0.036 Flat Panel MU11 1.194 same 603 315 708 30041-134 10100 32 25 22 0.020"x2.5 "W' Flat Panel MU22 "x2.5 "x6" 0.304 same 196 138 770 30041-134 10100 32 25 22 0.024 Flat Panel MU22 "x2.5 "x6" 0.365 same 254 186 924 3004H34 10100 32 25 22 0.032 Flat Panel MU22 "x2.5 "xe" 0.486 same 398 285 1232 30041-134 10100 32 25 0.040 Flat Panel MU22 0.608 same 532 404 1540 22 30041-134 10100 32 25 22 0.020 "x2.5 "x12" Panel MU26 "x12" 0.34 same 216 281 556 30041-134 10100 32 25 22 0.027"x2.5 Panel MU26 0.459 same 368 414 1279 30041-134 10100 32 25 22 0.040"x2.5"x12" Panel MU26 0.679 same 677 688 2689 30041-134 10100 32 25 22 0.022 "x2.5 "x8" Flat Panel MU21 "x2.5 "xe" 0.354 same 178 120 491 30041-134 10100 32 25 22 0.028 Flat Panel MU21 "x8" 0.45 same 235 165 644 30041-134 10100 32 25 22 0.035"x2.5 Flat Panel MU21 "x2.5 "x8" 0.563 same 312 223 805 30041-134 10100 32 25 0.040 Flat Panel MU21 0.643 same 383 270 920 30041-134 10100 32 25 22 22 0.018 "x2.5 "x24" Panel MU25 "x2.5 "44" 0.43 same 305 259 353 3004H34 10100 32 25 22 0.024 Panel MU25 "44" 0.573 same 443 375 838 30041-134 10100 32 25 0.032"x2.5 Panel MU25 "x2.5 "x24" 0.764 same 658 553 1965 30041-134 10100 32 25 22 22 0.040 Panel MU25 0.955 same 900 757 3876 30041-134 10100 32 25 22 0.020 "x2.5 "44" Panel MU24 "x2.5 "x24" 0.504 same 366 33 508 30041-134 10100 32 25 22 0.025 Panel MU24 "x2.5 "x24" 0.63 same 536 439 993 30041-134 10100 32 25 22 0.032 Panel MU24 0.806 same 741 604 2082 30041-134 10100 32 25 22 0.020 "x2 "x24" Pattiport "x2 "x24" 0.483 same.. 360 643 1221 30041-134 10100 32 25 22 0.025 Pattiport "x2 "x24" 0.604 same 529 842 2370 30041-134 10100 32 25 22 0.032 Pattiport 0.773 same 731 1111 3961 30041-134 10100 32 25 22 0.040'WN24" Pattiport 0.986 same 953 1389 5671 30041-134 10100 32 25 22 0.050'WN24" Pattiport 1.208 same 1206 1738 7282 30041-134 10100 32 25 22 0.020 "x2 "x6" Flat Panel MU33 "x2 "x8" 0.154 same 128 285 525 30041-134 10100 32 25 0.024 Flat Panel MU33 0.185 same 168 337 630 30041-134 10100 32 25 22 22 0.032"x2"x8" Flat Panel MU33 "x2 "x6" 0.246 same 232 503 840 30041-134 10100 32 25 22 0.040 Flat Panel MU33 0.308 same 294 674 1050 30041-134 10100 32 25 22 0.020 "x4"x12" Vee Panel MU35 "x4 "x12 "Vee 0.826 same 268 105 846 30041-134 10100 32 25 22 0.024 Panel MU35 "x4"x12 "Vee 1.032 same 485 185 1058 3004H34 10100 32 25 22 0.032 Panel MU35 "x4 "x12 "Vee 1.321 same 770 274 1354 30041-134 10100 32 25 22 0.040 Panel MU35 1.652 same 1109 432 1693 30041-134 10100 32 25 22 0.020 "x3'724" Panel MU39 "x3 "x24" 0.781 same 304 247 458 30041-134 10100 32 25 22 0.025 Panel MU39 "x3 "x24" 0.952 same 479 389 894 30041-134 10100 32 25 22 0.032 Panel MU39 0.040 "x3 "x24" Panel MU39 1.218 same 787 639 1874 30041-134 10100 32 25 22 Steel Panels 1.523 same 1177 956 3661 30041-134 10100 32 25 22 0.018 "x3.5 "x12" W Panel MU05 MU08 "x3.5 "x12" 0.504 0.323 490 314 263 ASTM A653 Grade 40 29000 55 40 0.024 W Panel MU05 MU08 0.688 0.686 666 458 603 ASTM A653 Grade 40 29000 55 40 0.018 "x3 "x8" Flat Panel MU12 0.024 "x3 "x8" Flat Panel MU12 0.4334 0.2619 470 284 333 ASTM A653 Grade 40 29000 55 40 0.6253 0.3807 678 413 792 ASTM A653 Grade 40 29000 55 40 0.018 "x3 "x12" Flat Panel MW 1 "x3 "x12" 0.497 0.283 405 214 266 ASTM A653 Grade 40 29000 55 40 0.024 Flat Panel MW 1 0.7211 0.3836 704 374 792 ASTM A653 Grade 40 29000 55 40 0.018 "x2.5 "x6" Flat Panel MU22 0.2533 0.1627 344 221 534 ASTM A653 Grade 40 29000 55 40 0.018 "x2.5 "x12" Panel MU28 0.024 "x2.5"x12" Panel MU26 0.2691 0.2337 405 352 620 ASTM A653 Grade 40 29000 55 40 0.3734 0.3539 562 533 1476 ASTM A653 Grade 40 29000 55 40 0.015 "x2.5 "44" Panel MU24 "x2.5 "x24" 0.329 0.3364 518 530 476 ASTM A653 Grade 40 29000 55 40 0.018 Panel MU24 0.4068 0.4167 641 656 825 ASTM A653 Grade 40 29000 55 40 0.018 "x2 "x24" Pattiport 0.024'WN24" Pattiport 0.4198 0.3426 618 505 1831 ASTM A653 Grade 40 29000 55 40 0.030 "x2'724" Pattiport 0.5773 0.7222 0.4927 0.6502 850 726 4265 ASTM A653 Grade 40 29000 55 40 1064 958 6608 ASTM A653 Grade 40 29000 55 40 0.018"x4"x12" Vee Panel MU35 "x4 "x12" 0.6802 0.5654 640 532 218 ASTM A653 Grade 40 29000 55 40 0.024 Vee Panel MU35 0.9416 0.799 885 751 518 ASTM A653 Grade 40 29000 55 40 0.018 "x3"x24" Panel MU39 0.6268 0.5836 795 741 634 ASTM A653 Grade 40 29000 55 40 Aluminum Headers 0.042 "x3 "x8 "Aluminum Header MU76 "x3 "x8" 7.907 same 1164 1038 747 30041-134 10100 32 25 Double 0.042 Aluminum Header "x2 15.814 same 2328 2076 1494 30041-134 10100 32 25 22 Double 0.040 "x6.5 "Aluminum Header 7.386 same 1702 1572 1600 3004H34 10100 32 22 Samson Beam MU99 "x3 "x3" 4.68 same 2170 2254 5223 6083T6 10100 30 25 25 22 25 0.120 Square Header "x4 "x4" 1.91 some 1792 1792 5794 6063T6 10100 30 25 25 0.120 Square Header "x3 "x3" 4.68 same 3029 3029 7894 6063T6 10100 30 25 25 Double 0.120 Square Header MU120 "xVx4" 3.82 same 3584 3584 11588 6063T6 10100 30 25 Double 0.120 Square Header MU120 "x3 "Ibeam 9.36 same 6058 6058 15788 6063TB 10100 30 25 4 MU56 "x3 "Ibeam 3.433 same 3317 3317 3366 6063T6 10100 30 25 25 25 25 5 MU57 7"x4 "Ibeam MUSS 6.1 same 4624 4624 3785 6061T6 10100 38 35 35 3.5 "x3 "Ibeam MU65 18.35 2.4 same 10390 9927 7131 6061T6 10100 38 35 35 5"x4.11 "Ibeam MU84 7.956 same 2829 3065 3227 6061T6 10100 38 35 35 T'x5.86 "Ibeam MU63 21.525 same 6185 6264 4568 6061T8 10100 38 35 35 7"x5.5 "Ibeam MU59 20.33 same 11125 10729 4257 6061T6 10100 38 35 35 7"x5.5" I beam MU59 (full splices) 42.82 same same 10527 24439 10527 24439 7259 6061T6 10100 38 35 35 10"x5.5" I beam MU60 "x5.5" 66.7 same 24816 24816 28033 11308 6061T6 10100 38 35 35 10 I beam MU60 (full splices) 142.3 same 58245 58245 72557 10 "x5.86 "Ibeam MU62 77.1 some 27477 29190 11142 6061T6 10100 38 35 35 Aluminum Fascia 4.5" Extruded Fascia MU32 1.65 same 797 950 1966 5" RF Fascia MU16 1.899 same 754 853 985 3004H34 10100 32 25 22 6.5" RFFascia M1.115 3.32 same 1018 1116 1750 30041-134 10100 32 25 22 6" Extruded Fascia MU31 4.198 same 1653 1982 2509 6063T6 10100 30 25 25 T' RF Fascia (t= 0.040") MU09 4.394 same 1114 949 1469 3004H34 10100 32 25 22 7" RF Fascia (t= 0.050") MU09 5.493 same 1522 1439 2041 30041-134 10100 32 25 22 5" Extruded Fascia MU20 2.23 same 1030 1195 2136 6063T6 10100 30 25 25 5.5" Extruded Fascia MU20 2.809 same 1030 1195 2138 6063T8 10100 30 25 25 6" RF Fascia MU29 Samson Gutter Fascia MU08 2.231 3.91 same 646 793 1061 3004H34 10100 32 25 22 5" Magnum Gutter MU36 3.49 same same 1336 1893 1791 6284 6063T6 10100 30 25 25 8" Magnum Gutter MU37 5.43 same 2251 1791 2321 6508 7820 6063T6 10100 30 25 25 6" Smooth Gutter MU38 5.15 same 1633 2102 5440 6063T6 6063T6 10100 10100 30 30 25 25 Steel Headers 25 25 12 Gauge Steel Beam LA06 14 Gauge Steel C Beam LA06 13.278 same 8549 8649 11504 ASTM A653 Grade 50 29000 65 50 16 Gauge Steel Beam LA06 9.041 7.462 same 5821 5821 4029 ASTM A653 Grade 50 29000 85 50 Double 12 Gauge Steel C Beam LA26 26.556 same same 4805 17098 4805 17098 2394 ASTM A653 Grade 50 29000 65 50 Double 14 Gauge Steel C Beam LA26 18.082 same 11642 11642 23008 ASTM A653 Grade 49 29000 65 50 Double 14 Gauge Steel C Beam LA26 14.924 same 9610 9610 8058 4788 ASTM A653 Grade 50 ASTM A653 Grade 50 29000 29000 65 65 50 0.043 "x8 "4"Lockseam Header MU89 "x3 0.8099 same 1078 1078 7383 ASTM A653 Grade 40 29000 55 50 40 Double 0.043 "x3" Header MU120 1.6198 same 2156 2156 14726 ASTM A653 Grade 40 29000 55 40 Misc7 -2012 M .p N C) M W to CA w N O N N A N 0 0 CONSTRAINED FOOTING SIZE d (IN) REQUIRED SLAB AREA PER POST (SQUARE FEET) CONCRETE SLAB THICKNESS (IN) 3.5" 5.5" 7.25" 9.25" 20 26 17 13 10 21 31 20 15 12 22 36 23 17 14 23 41 26 20 16 24 47 30 23 18 25 54 34 26 20 26 61 39 30 23 27 70 44 34 26 28 78 50 38 30 29 88 56 42 33 30 98 63 48 37 31 110 70 53 41 32 122 78 59 46 33 135 86 65 51 34 149 95 72 56 35 164 104 79 62 36 180 115 87 68 37 198 126 95 75 38 216 137 104 82 39 236 150 114 89 40 257 163 124 97 41 279 178 135 106, 42 303 193 146 114 43 328 208 158 124 44 354 225 171 134 45 382 243 185 145 46 412 262 199 156 47 443 282 214 168 48 476 303 230 180 49 511 325 247 193 50 547 348 264 207 Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 M 03 N Carl Putnam, P. E. Q 3441 Ivylink Place Lynchburg, VA 24503 Misc8 -2012 A Foam Core Sandwich Panels Spans (1 pcf Foam) Patio Cover Applications Only 3" Panel Ground Panel Skin Panel Ultimate Design Wind Speed (mph) and Exposure Snow Load Thickness Description 8110 B115 8120 8130 8140 B150 B160 C110 C115 C120 C130 C140 C150 C160 (psf) (in) O/C Spacing of #14 SM screws 12" 12" 12" 12" 11" 12" 12" Ilowable Spans ) Live 20 0.024 no Fan Beam 3" Panel 10' 10' 10' 10' 10' 9' 10' 10' 10' 10' 9.5' 8.5' 8' Ground Panel Skin Panel 9.5' 9.5' Ultimate Design Wind Speed (mph) and Exposure 9.5' 9.5' 9' Snow Load Thickness Description B110 8115 8120 8130 B140 8150 8160 C110 C115 C120 C130 C140 C150 C160 (psf) (in) 8' 8' 8' 8' 7.5' 7' Allowable Spans (ft) 0.024 w/ Fan Beam 7.5' 7.5' 7.5' Live 10 0.024 no Fan Beam 15.5' 15' 15' 15' 15' 15' 15' 15' 15' 15' 15' 11.5' 11' 10' 8' 0.024 w/ Fan Beam 15.5' 14.5' 14' 13' 12' 1 11.5' 10' 13.5' 13' 12.5' 11.5' 10.5' 9' 8' Snow 10 0.024 no Fan Beam 13.5' 13.5' 17 12.5' 12' 11.5' 11' 13' 12.5' 12.5' 11.5' 11' 10.5' 10' 7' 0.024 w/ Fan Beam 13' 12.5' 12.5' 12' 11' 10' 9.5' 12' 12' 11.5' 10.5' 9.5' 8.5' 8' 20 0.024 no Fan Beam 10.5' 10.5' 105 10.5' 10.5' 10' 9.5' 10.5' 10.5' 10.5' 10' 10' 9.5' 9' 0' 0.024 w/ Fan Beam 9.5' 9.5' 9.5' 9' 8' 7.5' 7' 9' 9' 8.5' 8' 7.5' 6.5' 6' 25 0.024 no Fan Beam 10' 10' 10' 10' 10' 10' 9.5' 10' 10' 10' 10' 9.5' 9.5' 8.5' 0.024 w/ Fan Beam 9.5' 9.5' 9' 8.5' 8' 7.5' 7' 9' 8.5' 8.5' 7.5' 7' 6.5' 6' 30 0.024 no Fan Beam 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 8 5' 8' 0.024 w/ Fan Beam 8.5' 8.5' 8' 7.5' 7' 7' 65 8' 7.5' 7.5' 7' 6.5' 6' 0' 40 0.024 no Fan Beam 7.5' 7.5' 7.5' 7.5' 75 7.5' 7.5' 7.5' 7.5' 7.5' 7.5' 7.5' 7.5' 7' 0.024 w/ Fan Beam 7' 7' 6.5' 6.5' 6' 0' 0' 6.5' 6.5' 6' 6' 0' 0' 0' Commercial Cover or Carport Applications i aoie Al 3" Panel Ground Panel Skin Panel Ultimate Design Wind Speed (mph) and Exposure Snow Load Thickness Description 8110 B115 8120 8130 8140 B150 B160 C110 C115 C120 C130 C140 C150 C160 (psf) (in) O/C Spacing of #14 SM screws 12" 12" 12" 12" 11" 12" 12" Ilowable Spans ) Live 20 0.024 no Fan Beam 10' 10' 10' 10' 10' 10' 9' 10' 10' 10' 10' 9.5' 8.5' 8' 5 0.024 w/ Fan Beam 9.5' 9.5' 9.5' 9.5' 9.5' 9' 8.5' 9.5' 9.5' 9.5' 9.5' 9' 8' 7.5' 20 0.024 no Fan Beam ' 8 8' 8' 8' 8' 8' 7.5' 8' 8' 8' 8' 8' 7.5' 7' 5" 0.024 w/ Fan Beam 7.5' 7.5' 7.5' 7.5' 7.5' 7.5' 7' 7.5' 7.5' 7.5' 7.5' 7.5' 6.5' 6' 25 0.024 no Fan Beam 8' 8' 8' 8' 8' 8' 7.5' 8' 8' 8' 8' 7.5' 7.5' 7' 3" 0.024 w/ Fan Beam 7' 7' 7' 7' 1 7' 7' 7' 7' 7' 1 7' 7' 1 7' 6.5' 6' 30 0.024 no Fan Beam 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 6.5' F 0.024 w/ Fan Beam 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6.5' 6' 0' 40 0.024 no Fan Beam 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 3" 0.024 w/ Fan Beam 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam@comcast.net Fable A2 Required Fastening of Foam Core Panels to Headers and Wall Hangers Trib Width (ft) Ultimate Design Wind Speed (mph) and Exposure Exposure B Exposure C 110 115 120 130 140 150 160 110 115 120 130 140 150 160 3 12" 12" O/C Spacing of #14 SM screws 12" 12" 12" 12" 11" 12" 12" 12" 12" 11" 10" 8" 4 12" 12" 12" 12" 10" 9" 8" 12" 12" 11" 10" 8" 7" 6" 5 12" 12" 11 " 10" 8" 7'-'6 " Jill 10" 9„ 8" 7" 6" 5" 6 11" 10" 9" 8" 7" 6" 5" 9" 8" 7" 6" 5" 5" 4" 7 10" 9" 8" 7" 6" 5" 5" 8" 7" 6" 5" 5" 4" 4" 8 8" 8" 7" 6" 5" 5" 4" 7" 6" 6" 5" 4" 4" 3" 9 7" 7" 6" 5" 5" 4" 4" 6" 5"' 5" 4" 4" 3" 3" 10 7" 6" 6" 5" 4" 4" 3" 5" 5" 4" 4" 3" 3" 3" 11 6" 6" 5" 4" 4" 3" 3" 5" 4" 4" 3" 3" 3" 2" 12 6" 5" 5" 4" 3" 3" 3" 4" 4" 4" 3" 3" 2" 2" 13 5" 5" 4" 4" 3" 3" 2" 4" 4" 3" 3" 3" 2" 2" 14 5" 4" 4" 3" 3" 3" 2" 4" 3" 3" 3" 2" 2" 2" 15 4" 4" 4„ 3„ 3" 2" 2" 4" 3" 3" W 2" 2" 2" TABLE A Notes I. These tables are for use with the ICC ESR 1953 Detail MU34 and the 2012 IBC 2. These panels DO have an embedded fan beam if indicated. 3. Panels are as specified in CA HCD FBH -22 4. These panel spans are for unenclosed patio cover, carports or commercial covers.. 5. COMPLIANCE WITH ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THESE PLANS. 6. Maximum fan weight is 30 lbs. 7. Fan Installation is outside scope of these plans. 8. Attach to header and wall hanger as per Table A3. APR 07 2014 Foam Core Sandwich Panels with Fan Beams (Detail N1 or O) Spans for the 2012 IBC Patio Cover Applications Only Ground Panel Skin Wind Speed (mph) and Exposure Snow Load Thickness B110 B115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 10 0.024 16' 15.5' 14' 13.5' 11.5' 21' 0.032 18' 17' 15.5' 15' 13' Snow 10 0.024 14' 14' 13' 13' 11.5' 18.5' 0.032 15.5' 15.5' 14.5 14' 12.5' 20 0.024 11.5' 11.5' 11' 11' 9' 1 15.5' 0.032 12.5' 12.5' 12.5' 12.5' 11.5' 25 0.024 11.5' 11.5' 11' 10.5' 8.5' 15' 0.032 12.5' 1 12.5' 12.5' 12.5' 11.5' 30 0.024 10.5' 10.5' 10' 9.5' 8' 14' 0.032 11.5' 11.5' 11.5' 11.5' 11' I able 4.3u or Carport Applications 'A" Pnnal Ground Panel Skin Wind Speed (mph) and Exposure Snow Load Thickness 8110 B115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 20 0.024 10.5' 10.5' 10.5' 10.5' 9.5' 21' 0.032 12' 12' 12' 121 14.5' 20 0.032 9.5' 9.5' 9.5' 9' 8' 18.5' 0.032 10.5' 10.5' 10.5' 10.5' 9.5' 25 0.024 9' 9' 9' 9' 8' 1 15.5' 0.032 10' 10' 10' 10' 9.5' 30 0.024 1 8.5' 8.5' 8.5' 1 8.5' 8' 15' 0.032 9.5' 1 9.5' 1 9.5' 9.5' 9' Metals Building Products 5005 Veteran's Memorial Hwy Holbrook, NY 11741 (631) 563 -4000 I able 4.34 4" Panel Ground Panel Skin Wind Speed (mph) and Exposure Snow Load Thickness B110 B115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 10 0.024 18' 17.5' 16' 15.5' 13' 21' 0.032 20' 19.5' 17.5' 17' 14.5' Snow 10 0.024 16' 15.5 14.5' 14.5' 13' 18.5' 0.032 17.5' 17' 16.5' 16' 14.5' 20 0.024 13.5' 13.5' 13' 13' 12' 1 15.5' 0.032 14.5' 14.5' 14.5' 14' 13' 25 0.024 13.5' 13.5' 13' 12.5' 11.5' 15' 0.032 14' 14' 14' 14' 13' 30 0.024 1 12.5' 12.5' 12.5' 12' 11.5' 14' 0.032 13' 13' 13' 13' 12.5' I able 4.31 Z ri" Panel Ground Panel Skin Wind Speed (mph) and Exposure Snow Load Thickness B110 B115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 20 0.024 12' 12' 12' 12' 11' 21' 0.032 13.5' 13.5' 13.5' 13.5' 12.5' 20 0.024 11.5' 11.5' 11' 11' 10' 18.5' 0.032 12' 12' 12' 12' 10.5' 25 0.024 11' 11' 11' 10.5' 10' 1 15.5' 0.032 1 11.5' 1 11.5' 11.5' 11.5' 10.5' 30 0.024 1 10.5' 10.5' 10.5' 10.5' 9.5' 15' 0.032 10.5' 10.5' 10.5' 10.5' 10' Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam@comcast.net Notes 1. These tables are for use with the ICC ESR 1953 Detail MU34 and the 2012 IBC 2. These panels DO have an embedded fan beam. 3. Panels are as specified in ICC ESR 2225 4. These panel spans are for unenclosed patio cover, carports or commercial covers. 5. Attach to header and wall hanger as per Table 4.29. 6. Wind speeds noted are "Ultimate Design Wind Speeds" 7. COMPLIANCE WITH ELECTRICAL CODE IS OUTSIDE THE SCOPE OF THESE PLANS. 8. Maximum fan weight is 30 lbs. 9. Fan Installation is outside scope of these plans. I able 4.s5 A" Panal Ground Snow Load Panel Skin Thickness Wind Speed (mph) and Exposure B110 B115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 10 0.024 19.5' 19' 17' 16.5' 14.5' 12" 0.032 21.5' 21' 19' 18.5' 15.5 Snow 10 0.024 17' 17' 16' 15.5' 14' 6" 0.032 19' 18.5' 17.5' 17' 15' 20 0.024 14.5' 14.5' 14' 14' 12.5' 8" 0.032 15.5' 1 15.5' 15' 14.5' 1 13' 25 0.024 14' 14' 14' 13.5' 12.5' 5" 0.032 15' 15' 14.5' 14.5' 13' 30 0.024 13' 13' 13' 13' 12' 3" 0.032 14' 14' 14' 13.5' 12.5' I able 4.32 A" Panel Ground Snow Load Panel Skin Thickness Wind Speed (mph) and Exposure 8110 8115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 20 0.024 13' 13' 13' 13' 12' 12" 0.032 14' 14' 14' 14' 12.5' 20 0.024 12' 12' 12' 11.5' 10.5' 6" 0.032 12.5' 12.5' 12' 12' 11' 25 0.024 12' 12' 11.5' 11.5' 10.5' 8" 0.032 12.5' 12.5' 12' 12' 10.5' 30 0.024 11' 11' 11' 11' 10' 5" 0.032 11.5' 11.5' 11.5' 11' 10' Required Fastening of Foam Core Panels to Headers Trib Width (ft) Wind Speed B110 1 B1151 O/C Spacing (mph) and Exposure C110 I C1151 C1301 C140 of #14 SM screws 3 4 5 6 7 8 9 10 11 12 13 14 15 12" 12" 12" 12" 12" 10" 12" 12" 12" 11" 9" 8" 12" 12" 10" 9' 7" 6" 12" 11" 8" 8" 6" 5" 10" 9" 7" 6" 5" 4" 9" 8" 6" 6" 4" 4" 8" 7" 6„ 51, 4" 3, 7" 6" 5" 5" 4" 3" 6" 6" 5" 4" 3" 3" 6" 5" 4" 4" 3" 15' 5" 5" 4" W 3" 5" 5" 4" 3" 3" d2" 5" 4" 3" 3" 2" R" Panel Ground Panel Skir Wind Speed (mph) and Exposure Snow Load Thickness 8110 B115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 10 0.024 22' 21.5' 19' 18' 15' 16' 0.032 22' 22' 1 22' 21.5' 17.5' Snow 10 0.024 18.5' 18.5' 17' 16.5' 14.5' 14.5' 0.032 22' 22' 20' 19.5' 17' 20 0.024 15.5' 15' 14.5' 14' 12.5' 14.5' 0.032 18.5' 18' 17' 17' 15' 25 0.024 15' 15' 14' 14' 12.5' 13.5' 0.032 18' 18' 17' 16.5' 15' 30 0.02F 14.5' 14' 13.5' 13' 12' 0.032 1 17' 16.5' 16' 15.5' 14.5' Tnhla d 4Z R" Panel Ground Snow Load Panel Skir Thickness Wind Speed (mph) and Exposure 8110 B115 C110 C115 C140 (psf) (in) Allowable Spans (ft; Live 20 0.024 13.5' 13.5' 13.5' 13.5' 12' 0.032 16' 16' 1 16' 1 16' 14.5' 20 0.024 12.5' 12.5' 11.5' 11.5' 10.5' 0.032 15' 14.5' 14' 13.5' 12.5' 25 0.024 12.5' 12' 11.5' 11.5' 10' 0.032 14.5' 14.5' 14' 13.5' 12' 30 0.024 11.5' 11.5: 10.5' 10' 0.032 14' 13.5' 13' 13' 1 11.5' I able 4.3/ able 4.29 APR 07 2014