Loading...
14080274-D10356 TONITA WAY 14080274 F MING-TSONG TIEN SCANNED BOX # 678 CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 10356 TONITA WAY I CONTRACTOR: SCL CONSTRUCTION PERMIT NO: 14080274 OWNER'S NAME: MING-TSONG TIEN 11664 SAMEDRA ST I DATE ISSUED: 02/202015 1 OWNER'S PHONE: 4084807696 ❑ LICENSED CONTRACTOR'S DECLA ION License Class Lic.# Contractor Date 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. I have and will maintain Worker's Compensation Insurance, as provided for by S'e'etion 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 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 indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the 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, Signature Date ❑ OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: 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 construct the project (Sec.7044, Business & Professions Code). I hereby affirm under penalty of perjury one of the following three 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. 1 have and wiI I maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this 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 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 forthwith comply with such provisions or this permit shall be deemed revoked. APPLICANT CERTIFICATION 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 indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the 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. SUNNYVALE, CA 94087 j PHONE NO: (408) 497-1556 JOB DESCRIPTION: RESIDENTIAL COMMERCIAL CONSTRUCT ONE STORY ADDITION (717 SQ FT); FRONT PORCH (53 SQ FT); INTERIOR REMODEL (1128 SQ FT); RE -ROOF (2400 SQ FT); REPLACE FURNACE. Sq. Ft Floor Area: I Valuation: $150000 APN Number: 35915048.00 1 Occupancy Type: PERMIT EXPIRES IF WORK IS NOT STARTED WITHIN 180 AYS OF PERMIT ISSUANCE OR 180 DAYS LAST CALLED INSPECTION. Issued by: Date. l/ RE -ROOFS: 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. Signature of Applicant: Date: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER HAZARDOUS MATERIALS DISCLOSURE I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the Health & Safety Code, Sections 25505, 25533, and 25534. Owner or authorized agen4 Dater CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the performance of work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name Lender's ARCHITECT'S DECLARATION I understand my plans shall be used as public records. Licensed Professional Signature Date. rIr)N CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • buildinq(o1cupertino.orq MAT)T)TTION I I AI TFRATION / TI I I RFVIRION / I)FFFRRF.n ORIC:INA1. PERMIT # PROJECT I DDpRESS APN # O ER NAME PHONE Y % E-MAIL �t 1 ST( � ET A RESS CITY, STATE, ZIP FAX 4 L �` ( r l , V ' C,O TACT NAM 64 L� PHONE do 3 r �� MAIL STREET ADDRESS CITY, STATE, ZIP FAX -� ❑ OWNER ❑ OWNER -BUILDER ❑ OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT XARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME / , /J /i LICENSE NUMBER LICENSE TYPE BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE RCHITECT/E WEER NA E e LICENSE NUMBER BUS. LIC # t— �G 4 C MPANY NAME ; E-MAIL �Yl. FAX 1 C �AD STREET ADDRESS 3 CITY, STATE, ZIP Gia ' HONE _ �4 �n ra-tD c D 0 483 DESCRIPTION OF WO K , I G c v.t c fAW n C:o n' , i v YD77rL -to a, b-&trn rL • Ye ry �-� '; VIA, -t [k W kt -e 6"'i-C ' EXISTING USE PR OSED USE CONSTR. TYPE # STORIES J 5 I I r7 1 VE •r / 6 ' USE TYPE OCC. SQ.FT. VALUATION ($) EXISTG AREA t I L, O NEW FLOOR AREA r DEMO AREA TOTAL NET AREA BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA:EIDETACH 11�ATTACH # D LLING 11: IS A SECOND UNIT ❑ YES SECOND STORY ❑]]YES ' BEING ADDED? WO ADDITION? 'f 'l{�7t'NO RECEI _ TOTAL PRE -APPLICATION []YES IF YES, PROVIDE COPY OFFS IS THE BLDG AN PLANNING APPL # «JO PLANNING APPROVAL LETTER EICHLER HOME? O By my signature below, I certify to each of the following: I am the property owner or authorized agent to act t e property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verity it is accurate. I agree to comply with all applicable local ordinances and state laws rclatin to'building construqfion. I author' a representatives of Cupertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agent: (.— '(�{ _ Date: Z 7it'iT SUPPLEMENTAL INFORMATIO UIRED PLANCHECKTYPE ROUTING SLIP ❑ OVER-THE-COUNTER ❑ BUILDING PLAN REVIEW _ New SFD or Multifamily dwellings: Apply for olition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building. ❑ EXPRESS ❑ ,PLANNING PLAN REVIEW _ Commercial Bldgs: Provide a completed Hazardous Materials Disclosure ❑ STANDARD ❑ PUBLICWORKS form if any Hazardous Materials are being used as part of this project. ❑ LARGE FIRE DEFT _ Copy of Planning Approval Letter or Meeting with Planning prior to El MAJOR. ❑ SANITARY SEWERALSTR[CT submittal of Building Permit application. ❑ : ENVIRONMENTAL HEALTH BldgApp_201 1. doc revised 06121111 CITY OF CUPERTINO WKWO FEE ESTIMATOR — BUILDING DIVISION igsADDRESS: 10356 TONITA WAY DATE: 08/29/2014 REVIEWED BY: MELISSA APN: 359 15 048 BP#: 08 *VALUATION: 1$150,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Addition PRIMARY USE: SFD or Duplex 2nd Unit? OTC? Yes 0 No 0 Yes ONo PF,NTAMATION PERMIT TYPE: 1 R3SFDADD � WORK ADDITION OF 717 S.F. ADD 53 S.F. PORCH REMODEL E 400 S.F. RE -ROOF E 24SQ'S & SCOPE REPLACE FURNACE OCCUPANCY TYPE: TYPE OF CONSTR. FLR AREA s.f. PC FEES PC FEE ID BP FEES BP FEE 1D R-3 (Custom) II-B,III-B,IV,V-B 770 $2,654.00 IR3PLNCK $1,666.00 IR3I1VSP TOTALS: 770 $2,654.00 $1,666.00 MECH, HOURLY . 0 Yes E) No PLUMB, HOURLY 0 Yes t• No ELEC, HOURLY 0 Yes 0 No Mech. Plan Check 0.0 1 hrs $0.00 1'111"Ub. Plan Chc'Fk k'le<. P/an Chrclr Mech. Permit Fee: IMPERMIT Phan& Perrfair 1'ee: lslec. Perasri; 1'e Other Mech. Insp. 0.0 hrs 1 $48.00 0,'i,e • Plualb InspE7-L- , Other Eiec. Irgp. ;Llech. Inasp. Ye.: PhV'Hil. Ilt5j7, ee: 'C. Irwa. %rd: NOTE: This estimate does not include fees due to other Departments (i.e. Planning, Public Works, Fire, Sanitary Sewer District, School District, etc). These fees are based on the nreliminary information available and are onlv an estimate. Contact the Dent for addn'1 info. FEE ITEMS (Fee Resolution 11-053 E . 711,113) FEE QTY/FEE MISC ITEMS Plan Check Fee: $2,654.00 400 s.f. $503.00 Remodel, Other IREMRESOTH Suppl. PC Fee: (j) Reg. 0 OT 0.0 hrs $0.00 PME Plan Check: $0.00 1 7# $143.00 Mechanical IMFR=<Ioo Furnace, Forced -Air Permit Fee: $1,666.00 Suppl. Insp. Fee:) Reg. 0 OT 0,0 hrs $0.00 2,400 s.f. Re -roof $408.00 IREROOFRES71 PME Unit Fee: $0.00 PME Permit Fee: $48.00 t `onslr•trction TtEr: A,bnbu str 0 0 Work Without Permit? 0 Yes 0 No $0.00 Advanced Planning Fee: IPLLONGR $107.80 Select a Non -Residential Building or Structure 0 0, Travel Documentation Fee: ITRAVDOC $48.00 Strong Motion Fee: IBSEISMICR $19.50 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $6.00 SUBTOTALS: 1 $4,549.30 $1,054.00 TOTAL FEE: $5,603.30 Revised: 0812012014 Building Department CUPERTINO CONTRACTOR / SUBCONTRACTOR LIST City Of Cupertino 10300 Torre Avenue Cupertino, CA 95014-3255 Telephone: 408-777-3228 Fax: 408-777-3333 JOB ADDRESS: � ' G-e PERMIT # OWNER'S NAME: A.. PHONE # SS GENERAL CONTRACTOR: I BUSINESS LICENSE # ADDRESS: <07f CITY/ZIPCODE: *Our municipal code requires all businesses woAing in the city to have a City of Cupertino business license. NO BUILDING FINAL OR FINAL OCCUPANCY INSPECTION(S) WILL BE SCHEDULED UNTIL THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS HAVE OBTAINED A CITY OF CUPERTINO BUSINESS LICENSE. I am not using any subcontractors: Signature Date Please check applicable subcontractors and complete the following information: t/ SUBCONTRACTOR BUSINESS NAME -BUSINESS LICENSE # Cabinets & Millwork Cement Finishing Electrical Excavation Fencing Flooring / Carpeting Linoleum / Wood Glass / Glazing Heating Insulation Landscaping Lathing Masonry Painting / Wallpaper Paving Plastering Plumbing Roofing Septic Tank Sheet Metal Sheet Rock Tile Owner / Contractor Signature Date NN ENGINEERING SERVICES 22528 Poppy Dr Cupertino, CA 95014 Phone/Fax (408) 873-7972 STRUCTURAL DESIGN FOR: Tien Residence JOB# 14153 10356 Tonita Way.yFESStq DATE: 8/24/2014 Cupertino, Califo ()f- 11 NAG PAGE 1 OF 28 J • � 2Z � }rny INDEX PAGE C 1 Vertical Design 03-17 L .6/30/2016 CUPERTINO Lateral Design 18-28 q� CIVI\Bwldirg Dapartment F OF C A�-� SPECIFICATION: REVLEWED �-O C:U�' QC�n�PLlF�NCE 01. Concrete - 2500 psi minimum unless otherwise specified. 02. Concrete Block - Grade `A' units, all cells fully grouted. RevieweJ BY 03. Reinforcing Steel - Grade 40 for #4 and smaller, grade 60 for #5 and larger (U.O.N.) 04. Structural Steel - A36 unless otherwise specified. 05. Welding - 11500 psi net for shear, tension, and compression. Arc welding electrodes to be E70 series. 06. Lumber - Sawn lumber: Douglas Fir grade as specified. Glulam: Grade 24F-V4. 07. Connectors - Simpson catalog C-2014 unless otherwise specified. 08. Shear Plywood - 3/8" Structural I exterior, unless otherwise specified. 09. Soil - Assumed bearing 1500 psf . 10. General: A. All columns and posts to be installed with ICC approved column caps and post anchors or as specified. B. Use 2 trimmers minimum on all bearing walls opening over 6'or as specified. C. It shall be the owner's responsibility to insure that construction conforms to these calculations. D. Before ordering any material, it shall be the contractor's responsibility to verify all dimensions. E. Any field condition found to be unusual or other than those used in these calculations shall be reported to the project architect or engineer. F. All new foundation shall be placed a minimum of 18" into undisturbed soil. G. Where posts are called out for beam support, the load is to be transferred the full length to the foundation via verb 1grain member only. H. All wood in contac8,tl o. rete, masonry or soil shall be pressure treated or Redwood. d * THESE CALCULATIONS ARE BASED ON PLANS DRAWN BY: u=Ching Lia., el, DATED: 8/2014 SOIL REPORT BY: N/A DATED: DATE: 812412014 JOB: 14153 PAGE: 2 DESIGN LOAD ASSUMPTION (CBC 2013. NDS 2012. ASCE7-10 LOAD TYPE(psf) DL (psf) LL (psf) TL(psf) ROOF (1) 8.0 20.0 28.0 ROOF (2) 0.0 0.0 0.0 4 IN 12 SLOPE FOR ROOF(] ) CEILING 7.0 10.0 17.0 IN 12 SLOPE FOR ROOF(2) SECOND FLOOR 0.0 0.0 0.0 FIRST FLOOR 12.0 40.0 52.0 DECK 8.0 60.0 68.0 INTERIOR WALL 11.0 0.0 11.0 EXTERIOR WALL 16.0 0.0 16.0 DEAD LOAD CALCULATION ROOF (1) DL (psf) ROOF (2) DL (psf) SECOND FLOOR DL (psf) FIRST FLOOR DL (psf) COMPO or WDSK 3.5 3/4" SUBFLOOR 2.3 1 /2" PLY 1.5 2x 12 @ 16" OC 3.3 30# FELT 0.5 R-30 INSUL 0.5 2X6@24" O.C. 1.1 SUBTOTAL 6.6 SUBTOTAL 0.0 SLOPE ADJUST, 0.4 SLOPE ADJUST. 0.0 MISC 1.0 MISC MISC MISC 5.9 TOTAL 8.0 TOTAL 0.0 TOTAL 0.0 TOTAL 12.0 NDS 2012 0 BASE DESIGN VALUES FOR VISUALLY GRADED DIM. LUMBER, NORMAL LOAD DURATION AND DRY SERVICE CONDITION (GRADING R ULES AGENCIES: WCLIB, WWPA... J USE GRADE Fb (psi) Ft (psi) F„ (psi) F. a .(psi) F, //.(psi) E(10E6psi) Joist & Plank DF#1 & BTR 1200 800 180 625 1550 1.8 2"-4" thick x 2" and wider DF # 1 1000 675 180 625 1500 1.7 (Example: 2x6, 2x14, 4x10) DF 42 900 575 180 625 1350 1.6 Studs DF stud grade 700 450 180 625 850 1.4 Decking (Commercial) 2"-4" thick, 4" & wider DF 1450 625 1.7 Decking (Commercial) 2"thick, 6" and wider Redwood 1200 1.0 Beam & Stringer SEL. STRUCT. 1600 950 170 625 1100 1.6 5"X5" and larger DF No.1 1350 675 170 625 925 1.6 (Example:6x10, 6x14, 12x16) DF No.2 875 425 170 625 600 1.3 Post & Timer DF #1 1200 825 170 625 1000 1.6 (Example: 6x6, 6x8, 12,14) DF 42 750 425 170 625 700 1.3 Glulam 24F-V4 1 2400 1100 265 650 1650 1.7 Notes: Base design values above to be used with appropriate Adjustment Factors. C% N.N. Eng/neer/ng 5er kces 22528 Poppy Dr. Cupertino, GA .95074 Phone/Fax (408) 875-7972 T \Jr, ^ g ?% %J �• � = Job !# page of 5caie.- By. NN Dote.- g 1 Checked- Date: Lj4 2x 6 Vf#z. e? 240-c . f) nl ,,. I=A -- C VL, 10 f l 1-4t- 2... c c•5r • > -f-'L Q. I-t, 4 —t- �J�.r NN Engineering Services Project Title: TIEN 22528 Poppy Dr. Engineer: NN Project ID: 14153 Cupertino, CA 95014 Prolect Descr: 1 STORY ADDITION - 8/2412014 Phone/Fax:408-873-7972 s O IIAuItI Ifz S#117 If: B@a111 File=c:lUsersWhuVMME-1WNESDA-11CaICData1VERSIO 1114153.ec6 i P P ENERCALC. INC. 1983.2014, Build:6.14.8.16. Ver.6.14.8.16 Descri tion : ROOF RAFTERS AND CELING JOISTS Wood Beam Design: ROOF RAFTERS Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 2x6, Sawn, Fully Braced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.2 Fb - Tension 900 psi Fc - Pril 1350 psi Fv 180 psi Ebend- xx 1600 ksi Density 32.21 pcf Fb - Compr 900 psi Fc - Perp 625 psi Ft 575 psi Eminbend - xx 580 ksi Applied Loads Unif Load: D = 0.0080, Lr = 0.020 klft, Trib= 2.0 it Design Summary Max fb/Fb Ratio = 0.910; 1 fb : Actual: 1224.60 pst at 5.250 It in Span # 1 Fb : Allowable: 1:345.50 psi Load Comb: +D+Lr+H Max tv/FvRatio = 0.271 :1 fv : Actual : 48.82 psi at 10.045 ft in Span # 1 Fv: Allowable: 180.00 psi Load Comb: +D+Lr+H Max Reactions (k) 12 L Sl B yy is Left Support 0.08 0.21 Right Support 0.08 0.21 D 0.0160 L 0.040 ip..: 10.50 ft. 2x6 Downward L+Lr+S 0.331 in Downward Total 0.331 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Dell Ratio 381 >360 Total Deft Ratio 381 >240 Wood Beam Design: CEILING JOISTS Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 2x6, Sawn, Fully Braced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Pril 1.350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksl Applied Loads Unif Load: D = 0.0070, Lr = 0.010 kNt, Trib=1.330 ft Design Summary Max fb/Fb Ratio = 0.480. fb : Actual : 645.79 Psf Fb: Allowable: 1,345.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.127: fv : Actual: 22.86 psi Fv: Allowable: 180.00 psi Load Comb: +D+Lr+H Max Reactions (k) 12 L Left Support 0.06 Right Support 0.06 I t 6.000 ft in Span # 1 1 at 11.560 ft in Span # 1 0.009310 Lr 0.0133 12.0 ft, 2x6 Lr 8 V f !_I Downward L+Lr+S 0.187 in Downward Total 0.187 in 0.08 Upward L+Lr+S 0.000 in Upward Total 0.000 in 0,08 Live Load Dell Ratio 768 >360 Total Deft Ratio 768 >240 Wood Beam Design: CHECKING (E) RF RAFTERS FOR (N) CALIORNIA Calculations per 2012 NDS, IBC 2012, CBC 2013. ASCE 7-10 SEAM Size: 2x6, Sawn, Fully rsraceo Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Pril 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580,0 ksi Applied Loads Unif Load: D = 0.0080, Lr = 0,020 k4t, 0.0 ft to 4.0 ft, Trib= 2.0 ft Point: D = 0.0640, Lr = 0.160 k @ 4.0 ft Design Sunime Maxfb/Fb Ratio = 0.917; 1 fb : Actual: 1,233.37 psi at 3.990 ft in Span # 1 Fb: Allowable: 1,345.50 psi Load Comb: +D+Lr+H Max tv/FvRatio = 0.285 : 1 fv: Actual: 51,22 psi at 0.000 ft in Span # 1 Fv: Allowable; 180.00 psi Load Comb: +D+Lr+H Max Reactions (k) 12 L 1 r $ �! Left Support 0.09 0.22 Right Support 0.04 0.10 D 0.0160 0.040 „oaml o 9.60 ft, 2x6 d Downward L+Lr+S 0.228 in Downward Total 0.228 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Dell Ratio 499 >360 Total Deft Ratio 499 >240 N.N. Englneering Serv/ces 22526 Poppy Or, Cupertino CA 95074 Phone/Fax (406) 673-7972 -- �zq L L — (�D 'g- A lslp r g C 20 •s�ti) - $ Z I" "� �.t� : � Cam• y��) _ Zoy' [('� 14,94 T-Ac-g�. e MAO;.x = R / Or> = a C16/Z) 64- Qc.� ul. Z. -I-- CW/,.) 16fc> u Via. -►%. �.��. I Cn - L, � -�� (� � Vv) C 4 64 P� 20 C t4vv) C f�•�%,� M 69 eb Job # 1 J y Pa e 6 of Scale.' By NN Date. checked.. Date. s-�des Ir NN Engineering Services 22528 Poppy Dr. Cupertino, CA 95014 Phone/Fax: 408-873-7972 Simple Beam Descriation : ROOF PURLIN #1, RIDGE #2, CL BEAM #3 Project Title: TIEN Engineer: NN Project iD: 14153 Protect Descr: 1 STORY ADDITION - 8/24/2014 O File = e:lUse Whu100CUME-iMESDA-11CakDalAVERStD-1114153 ece Wood Beam Design". ROOF PURLIN #1 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 2x8, Sawn, Fully Unbraced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Doug lasFir-Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Pril 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unit Load: D = 0.0820, Lr = 0.2050 Vft, Trib=1.0 ft Design Summary Max fb/Fb Ratio = 0.493; fb : Actual : 524.18 PS! Fb : Allowable: 1,063.54 psi Load Comb: +D+Lr+H Max tv/FvRatio = 0.308; tv : Actual : 55.42 psi Fv: Allowable: 180.00 psi Load Comb: +D+Lr+H Max Reactions (k) Q L Left Support 0.16 Right Support 0.16 Wood Beam Design: tat 2.000 ft in Span # 1 tat 0.000 ft in Span # 1 Li $ �t 0.41 0.41 RIDGE #2 2(0.0820) 0.2050 wrv- 4.0 fl, W 1 Downward L+Lr+S 0.016 in Downward Total 0,016 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 3081 >360 Total Defl Ratio 3081 >240 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 1.75x7.25, Microllam, Fully Unbraced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Truss Joist Wood Grade: Microt-am LVL 1.9 E Fb - Tension 2,600.0 psi Fc - Pril 2,510.0 psi Fv 285.0 psi Ebend- xx 1,900.0 ksi Density 32.210 pcf Fb - Compr 2,600.0 psi Fc - Perp 750.0 psi Ft 1,555.0 psi Eminbend - xx 965.71 ksi Applied Loads Unit Load: D = 0.0640, Lr = 0.160 klft, Trib=1.0 it Design Summary Max fb/Fb Ratio = 0.566; 1 fb : Actual: 1402.67 psi at 4.000 ft in Span # 1 Fb : Allowable: 2:482.27 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.317: 1 tv : Actual : 90.39 psi at 0.000 ft in Span # 1 Fv: Allowable: 285.00 psi Load Comb: +D+Lr+H Max Reactions (k) Q L LE .6 V E b Downward L+Lr+S 0.140 in Downward Total 0.140 in Left Support 0.26 0.64 Upward L+Lr+S 0.000 in Upward Total 0.000 in Right Support 0.26 0.64 Live Load Defl Ratio 683 >360 Total Defl Ratio 683 >240 Wood Beam Design: CEILING BEAM 43 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 2-1.75x7.25, Microllam, Fu Using Allowable Stress Design v Wood Species : Truss Joist Fb - Tension 2600 psi Fc - Prll Fb - Compr 2600 psi Fc - Perp Applied Loads Unit Load: D = 0.0070, L = 0.010 Mt, Trib=1.330 It Point: D = 0.4640, Lr = 1.160 k (a? 3.50 ft Design Summary Max fb/Fb Ratio = 0.659. 1 Unbraced 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Grade: Microt-am LVL 1.9 E 2510 psi Fv 285 psi Ebend- xx 1900 ksi Density 32.21 pcf 750 psi Ft 1555 psi Eminbend - xx 965.71 ksi fb : Actual : 1439.79 psi at 3.515 ft in Span # 1 Fb: Allowable: 2:577.25 psi Load Comb: +D+Lr+H Max tv/FvRatio = 0.221: 1 fv : Actual: 62.91 psi at 0.000 ft in Span # 1 Fv: Allowable: 285.00 psi Load Comb: +D+Lr+H Max Reactions (k) Q L LE a V E Left Support 0.34 0.06 0.73 Right Support 0.22 0.06 0.43 4YW' -.' D(0.009310)L(O.01330) 9.50 ft. 2-1.75x7.25 N Downward L+Lr+S 0.155 in Downward Total 0.155 in Upward L+Lr+S 0.000 in Upward Total 0.ODO in Live Load Defl Ratio 733 >360 Total Defl Ratio 733 >240 N. N. Englneering 5erv/ces 22526 Poppy Dr. Cuperh'7o, CIA 95074 Phone/Fax (406) 67.3-7972 u4,= 1'1,z>e tA;/* FeA— Job # 1,4 / Pa e ff of Scale. - By NN Date.- / Checked.• Date.• sus 1� • °j NN Engineering Services Project Title: TIEN 22528 Poppy Dr. Engineer: NN Project ID: 141.53 Cupertino, CA 95014 Project Descr: 1 STORY ADDITION - 8/2412014 Phone/Fax: 408-873-7972 MUltf le Simple Beam File=c:lUsemWhuIDOCUME-1WNESDA-11CatiX %VERSIO-1114153.ec6 {� ENERCALC, INC. 1983-2014, Bulld:6.14.8.16, Ver:6.14:8.16 Description: CEILING BEAMS #4, 4, 6 Wood Beam Design: CEILING BEAM #4 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 3.5x11.25, Parallam, Fully Unbraced Using Allowable Stress Design with 2012 IBC 8 ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Truss Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2,900.0 psi Fc - Prll 2,900.0 psi Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 32.210 pot Fb - Compr 2,900.0 psi Fc - Perp 750.0 psi Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi Applied Loads Unif Load: D = 0,0420, L = 0,060 k/ft, Trib= 1.0 ft Point: D = 0.340, U = 0.730, L = 0.060 k (a, 7.0 ft Design Summary Max fb/Fb Ratio = 0.311 1 fb : Actual: 876,94 Psi at 7.000 ft in Span # 1 Fb : Allowable: 2,822.08 psi Load Comb: +D+0.75OLr+0.750L+H Max fv/FvRatio = 0.131: 1 fv: Actual : 37.87 psi at 13.067 ft in Span # 1 Fv : Allowable : 290.00 psi Load Comb: +D+0.75OLr+0.750L+H Max Reactions (k) Q L LE S Left Support 0.46 0.45 0,37 Right Support 0.46 0.45 0.37 },yyDa2,0.0420 L 0.060 '. 14.Oft, 3.5x1125 Downward L+Lr+S 0.087 in Downward Total 0.087 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1925 >360 Total Defl Ratio 1925 >240 Wood Beam Design: CEILING BEAM #5 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 3.5x11.25, Parallam, Fully Unbraced Using Allowable Stress Design with 2012 IBC 8 ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Truss Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2,900.0 psi Fc - Prll 2,900.0 psi Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 32.210 pcf Fb - Compr 2:900.0 psi Fc - Perp 750.0 psi Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi A fi d Loa Unif Load: D = 0,0420, L = 0.060 k/ft, Trib=1.0 ft Point: D = 0.220, Lr = 0.430, L = 0.060 k (a, 7.0 ft Design Summary Max fb/Fb Ratio = 0.241; 1 fb : Actual : 680.68 PSI at 7.000 ft in Span # 1 Fb : Allowable: 2,822.08 psi Load Comb: +D+0.75OLr+0.750L+H Max fv/FvRatio = 0.108 : 1 fv : Actual: 31.30 psi at 13.067 ft in Span # 1 Fv : Allowable: 290.00 psi Load Comb: +D+0.75OLr+0.750L+H Max Reactions (k) 12 L Lr $ bl E Left Support 0.40 0.45 0.22 Right Support 0.40 0.45 0.22 D S0r.0420 L OA60 14.Oft, 3,5x11.25 t1 Downward L+Lr+S 0.070 in Downward Total 0.070 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2401 >360 Total Defl Ratio 2391 >240 Wood Beam Design : CEILING BEAMS #6 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 3.5x11.25, Parallam, Fully Unbraced Using Allowable Stress Design with 2012 IBC 8 ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Truss Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2,900.0 psi Fc - Pill 2,900.0 psi Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 32.210 pcf Fb - Compr 2:900.0 psi Fc - Perp 750.0 psi Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi Applied Loads Unif Load: D = 0.0420, L = 0.060 k/ft, Trib=1.0 ft Point: D = 0.460, Lr = 0.370, L = 0.450 k @ 2.0 ft Point: D = 0,320, Lr = 0.80 k @ 5.50 ft Pant: D = 0.40, Lr = 0,450, L = 0.220 k @ 12.0 ft Design Summary Max fb/Fb Ratio = 0.410. 1 fb : Actual: 1157.04 psi at 5,507 ft in Span # 1 Fb : Allowable: 2:822.08 psi Load Comb: +D+0.75OLr+0.750L+H Max fv/FvRatio = 0.281: 1 fv : Actual: 81,40 psi at 0.000 ft in Span # 1 Fv : Allowable: 290.00 psi Load Comb: +D+0.75OLr+0.750L+H Max Reactions (k) 12 L LE S W E Left Support 0.94 0.84 0.87 Right Support 0.83 0.67 0.75 D 0.0420 0.060 n � # 1,.. 14.0 ft, 3.5x11.25 hi Downward L+Lr+S 0.131 in Downward Total 0.131 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Deft Ratio 1285 >360 Total Defl Ratio 1285 >240 N. N. Eng/neer/ng .SerVees 22526 Poppy Dr. Cupertino, CA 95074 Phone/Fax (408) 873-7972 k*t.=n- gm I CA 'I L nj�2crk gatt.rn- ® �� �► h>e 1- i#'Z Job # l Poe lo of Scale.• By. NN Date. Checked, Date. 5� 'SC p4, H NN Engineering Services 22528 Poppy Dr. Cupertino, CA 95014 Phone/Fax: 408.873-7972 Project Title: TIEN Engineer: NN Project ID: 14153 Project Descr: 1 STORY ADDITION - 8/24/2014 Multiple Simple Beare nee= usasv+nuw�nuMt-iwne�un-nla�coatelVER510-1114153eC6 I P p ENERCALC, INC. 1983.2014. Bulld:6.14.8.1e, Ver.6.14.8.18 Description: BEAMS #7, 8, 9 Wood Beam Design : HEADER BEAM #7 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 3.5x11.25, Parallam, Fully Unbraced Using Allowable Stress Design with 2012 IBC ti ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Truss Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2900 psi Fc - Prll 2900 psi Fv 290 psi Ebend- xx 2000 ksi Density 32.21 pcf Fb - Compr 2900 psi Fc - Perp 750 psi Ft 2025 psi Eminbend-xx 1016.535 ksi Applied Loads Unif Load: D = 0.1060, Lr = 0,140, L = 0,0550 k/ft, Trib=1.0 ft Point: D = 0.940, Lr = 0,870, L = 0.840 k @ 12.50 ft Design Summa Max fb/Fb Ratio = 0.339 ; 1 fb : Actual: 958.80 Psi at 6.647 ft in Span # 1 Fb : Allowable: 2,829.58 psi Load Comb: +D+0.750Lr+0.750L+H Max fv/FvRatio = 0.196: 1 fv : Actual: 56.97 psi at 0.000 ft in Span # 1 Fv : Allowable: 290.00 psi Load Comb: +D+0.750Lr+0.750L+H Max Reactions (k) 12 L L[ 2 V € Left Support 0.73 0.39 0.94 Right Support 1.59 1.17 1.75 D 0.1060 Lr 0.140 L 0.0550 13.0 n, 3.5x11.25 !1 Downward L+Lr+S 0.119 in Downward Total 0.119 in Upward L+Lr+S 0.000 in Upward Total 0,000 in Live Load Defl Ratio 1316 >360 Total Defl Ratio 1316 >240 Wood Beam Design : RIDGE #B Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size : 4x8, Sawn, Fully Unbraced Using Allowable Stress Design with 2012 IBC 8 ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 900 psi Fc - Prll 1350 psi Fv 180 psi Ebend- xx 1600 ksi Density 32.21 pct Fb - Compr 900 psi Fe - Perp 625 psi Ft 575 psi Eminbend - xx 580 ksl Applied Loads Unif Load: D = 0.0360, Lr = 0.090 kHt, Trib=1.0 ft Desi n Summary Max fb/Fb Ratio = 0.339; 1 fb: Actual: 394.50 psr at 4.000 ft in Span # 1 Fb : Allowable: 1,163,89 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.141 :1 fv : Actual : 25.42 psi at 0.000 ft in Span # 1 Fv : Allowable: 180.00 psi Load Comb: +D+Lr+H Max Reactions (k) P L Id S Left Support 0.14 0.36 Right Support 0.14 0.36 Wood Beam Design: HEADER #9 D 0.02 L 0.090 Ott L.� 8.0 ft, 4x8 Downward L+Lr+S 0.047 in Downward Total 0.047 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2047 >360 Total Defl Ratio 2047 >240 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 740 BEAM Size: 4x10, Sawn, Fully Unbraced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pef Fb - Compr 900.0 psi Fe - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Point: D = 0.140, Desion Summary Max fb/Fb Ratio fb : Actual : Fb: Allowable: Load Comb: Max fv/FvRatio = fv : Actual: Fv : Allowable: Load Comb: Max Reactions (k) Left Support Right Support Lr = 0.360 k @ 4.50 ft 0.252 ; 270.48 PSI 1,072.30 psi +D+Lr+H 0.064 : 11.58 psi 180.00 psi +D+Lr+H 12 L 0.07 0.07 I at 4.500 ft in Span # 1 1 at 0.000 ft in Span # 1 I 9.0 R 010 11 Downward L+Lr+S 0.026 in Downward Total 0.026 in 0.18 Upward L+Lr+S 0.000 in Upward Total 0.000 in 0.18 Live Load Defl Ratio 4201 >360 Total Defl Ratio 4201 >240 N.N. Englneering 5erv/ceo 22526 Poppy Or. cupertlno, CA 95074 Phone/Fax (408) 873-7972 t?( I L.Zr a I.,L;. C e/,,) r c, ?I-r- 'Wrw1j, Job # 14 J Page 1 of Scale.• By. NN Date.' 1 checked. Date. 4 W , t. 4x (-z 0 NN Engineering Services Project Title: TIEN 22528 Poppy Dr. Engineer: NN Project ID: 14153 Cupertino, CA 95014 Proled Descr: 1 STORY ADDITION - 8/24/2014 Phone/Fax:408-873-7972 01� File - c:WsersWhuIDWUME-1WNESDA-11CalcDaIMVERSIQ-1114153.ec6 Multiple Simple Beam ENERCALC, INC. 1983-2014, Build:6.14.8.16, Ver.6.14.8.16 Descriution : HEADER #12 Wood Beam Design: HEADER #12 Calculations per 2012 LADS, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 4x12, Sawn, Fully Unbraced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: DouglasFir-Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 900.0 psi Fe - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0850, Lr = 0.080, L = 0.0750 kM, Tdb=1.0 fl Point: D = 0.3520, Lr = 0.880 k @ 0.50 ft Design Summary Max fb/Fb Ratio = 0.310. 1 fb : Actual: 304.43 psi at 3.680 ft in Span # 1 Fb: Allowable: 983.01 psi Load Comb: +D+0.750Lr+0.750L+H Max fv/FvRatio = 0.144 : 1 tv : Actual : 25.92 psi at 7.067 ft in Span # 1 Fv : Allowable: 180.00 psi Load Comb: +D+0.750Lr+0.750L+H Max Reactions (k) J2 L Lr 6 w E Left Support 0.67 0.30 1.15 Right Support 0.36 0.30 0.38 D O 0850 L O 080 L O 0750 8.0 ft, W2 Downward L+Lr+S 0.016 in Downward Total 0,016 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 6084 >360 Total Defl Ratio 6084 >240 N.N. Englneering Serv/ces .22526 Poppy Or. Cupertino, CA 95074 Phone/Fox (408) 87.E-7972 ftsoll- �5 4u, t. C! Lb ,5. c . A, PSf�-- Job # j ( Pa e of Sca/e.• BY NN Date. Checked.- Date. rj.-i Lev `c� C� . t4 1 6 n. =ram, , : 4. a I IJO = Nl.- l- N . I' — 01 _ A"c%- A') - W- 0-f- uSz dx 6 Df *Z- P� - C k k I.S-) i6lq - 61 � NN Engineering Services Project Title: TIEN 22528 Poppy Dr. Engineer: NN Project ID: 14153 Cupertino, CA 95014 Project Descr: 1 STORY ADDITION - 8/24/2014 Phone/Fax: 408-873-7972 File = c:lUsmWhuOOCUME-1WNESDA-11Ca�DaMVERS10-R14153.ec6 Multiple Simple Beam ENERCALC, INC. 1983-2014. Build:6.14.8.16. Ver.6.14.8.16 Description: FLOOR JOISTS AND GIRDERS Wood Beam Design: FLOOR JOISTS Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 7.10 BEAM Size: 2x6, Sawn, Fully Braced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species; DouglasFir-Lar-h Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0120, L = 0.040 k/ft, Trib= 1.330 ft Desion Summary Max fb/Fb Ratio = 0.367 ` 1 fb : Actual: 493.84 psi at 3.000 ft in Span # 1 Fb: Allowable: 1,345.50 psi Load Comb: +D+L+H Max fv/FvRatio = 0.179: 1 fv : Actual: 32.19 psi at 5.560 ft in Span # 1 Fv: Allowable: 180.00 psi Load Comb: +D+L+H Max Reactions (k) p 1 L $ V E Left Support 0.05 0.16 Right Support 0.05 0.16 Wood Beam Design : FLOOR GIRDERS D 0.01596 L 0.05320 •rim'&, � g �•a -.;a �� - •^ ,� '}>'. �. L._ 6.0 ft 24 H Downward L+Lr+S 0.047 in Downward Total 0.047 in Upward L+Lr.+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1536 >360 Total Defl Ratio 1536 >240 Calculations per 2012 LADS, IBC 2012, CBC 2013, ASCE 7.10 BEAM Size: 4x6, Sawn, Fully Unbraced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: DouglasFir-Larch Wood Grade: N0.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.0720, L = 0.240 k/h, Trib=1.0 It Desion Summary Max fb/Fb Ratio = 0.460. 1 fb: Actual: 537.07 psi at 2.250 ft in Span # 1 Fb : Allowable: 1,167.53 psi Load Comb: +D+L+H Max fv/FvRatio = 0.243 : 1 fv : Actual : 43.76 psi at 0.000 ft in Span # 1 Fv : Allowable : 180.00 psi Load Comb: +D+L+H Max Reactions (k) Q 1 1S $ t+ E Left Support 0.16 0.54 Right Support 0.16 0.54 Wood Beam Design: CANTIL. FLOOR JOISTS D 0.0720 L 0.240 4.50 0. 496 Density 32.210 pcf h Downward L+Lr+S 0.029 In Downward Total 0.029 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1883 >360 Total Defl Ratio 1883 >240 Calculations per 2012 NDS, IBC 2012, CBC 2013, ASCE 740 BEAM Size: 2x6, Sawn, Fully Braced Using Allowable Stress Design with 2012 IBC & ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: DouglasFir-Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 32.210 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Und Load: D = 0.0120, L = 0.040 kHt, Trib=1.330 It Point: D = 0.2070, Lr = 0.0670 k @ 10.0 ft Design Summary Max fb/Fb Ratio = 0.738. 1 fb : Actual: 993.64 psi at 8.000 ft in Span # 1 Fb: Allowable: 1,345.50 psi Load Comb: +D+0.75OLr+0.750L+H Max fv/FvRatio = 0.347 : 1 fv : Actual: 62.52 psi at 8.000 ft in Span # 1 Fv: Allowable: 180.00 psi Load Comb: +D+0.75OLr+0.750L+H Max Reactions (k) 12 1 6t ;i V E Left Support 0.01 0.20 -0.02 Right Support 0.36 0.33 0.08 D 0.01596 L 0.05320 a6 "u .m.,ru 8.0 ft 2.0 fl, 2x6 Max Deflections b Downward L+Lr+S 0.126 in Downward Total 0.126 in Upward L+Lr+S -0.083 in Upward Total -0.083 in Live Load Defl Ratio 578 >360 Total Defl Ratio 404 >240 N.N. Englneering 5er%4ces 22523 Poppy Or. Cupertino, CA 95C14 Phone/Fax (403) 373-7972 1`) 4m,- -> . �wcrk� I Sw ('4►= 2B C 2%L� ,5'1 8 Q'tfT Job # 141 Poe i of Scale: By. NN Checked.• Date. *4(jw*4Lr" Ss' (- eL J L u FL- C cc) —4 ft C 1ti� Id. 6. 4 u5J -5;;�—ATJD� I�t.Rr-f i14; 1 *TXi � Q c ; 4.�,A. 1 s� �� = 2► " I,5 6 x T6 x to P�'�5 e;4,-e- J.X, DATE: 8124114 BY: NN JOB: 14153 PAGE: Roof 1 8 psf Int.Wall 11 psf Roof 2 0 psf Ext.Wall 16 psf Ceiling 7 psf Deck 8 psf Floor 12 psf Average Flr Wall Ht 8 ft Tributary Area Front Back Direction Wall -Line A B Roof 1 (sqft) 460 685 Roof 2 (sqft) 0 0 Ceiling (sqft) 460 685 Floor (sqft) 0 0 Deck (sqft) 0 0 Int.perp.Wall (ft) 18 18 Int.paral.Wall(ft) 20 22 Ext.perp.Wall (ft) 8 4 Ext.paral.Wall(ft) 17 4 Wx 10172 12547 0 0 0 0 0 Wpx 8204 11323 0 0 0 0 0 Wind Area (sqft) 105 165 Left Right Direction Wall -Line C D Roof 1 (sqft) 910 375 Roof 2 (sqft) 0 0 Ceiling (sqft) 910 375 Floor (sqft) 0 0 Deck (sqft) 0 0 Int.perp.Wall (ft) 34 12 Int.paral.Wall(ft) 25 0 Ext.perp.Wall (ft) 13 12 Ext.paral.Wall(ft) 0 13 Wx 17078 7753 Wpx 15978 6921 Wind Area (sqft) 156 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DATE: 8124114 BY: NN JOB: 14153 PAGE: jffi nd L•oad (Strength Design. Me Use method 2: Envelope, Simplified Procedure per ASCE7-10,Chapter 28 Building Height = 15' Basic Wind Speed = 110 mph Exposure Category = B Adjustmnet Factor for Building Height & Exposure: = 1.0 Topographic Factor: KZt = 1.0 Importance Factor: I = 1.0 Simplified Wind pressure: P,30•.= 17.7 psf Adjusted Design Wind Pressure: Ps l KZ, I Ps30 17.7 psf Minimum Design Wind Load = 16.0 psf Design Wind Load = 17.7 psf Seismic Load (Strength Design,SSD) : Per CBC 2013 Chapter 16; ASCE7-10; USGS Website/Ground Motion Parameter Calculator Zip Code: 95014 Longitude:-122.03639 latititude: 37.31778 Site Classification Characteristics D Maximum Considered Earthquake Spectral Response Accelerations SS 1. 962 g S, 0.723 g Site Coefficient Fa 1 F 1.5 Adjusted Maximum Considered Earthquake Spectral Response Accelerations SMs = FaSs 1.962 g SMi = F�S1 1.085 g Design Spectral Response Accelerations SDS = (2/3) SMS = 1.308 g SDI = (2/3) SMl = 0.723 g Fundamental Period Of Vibration Of The Structure T = Ct(h„)^(.75) = 0.152 Sec Where Ct = 0.02 h = 15 ft Long -Period Transition Period,ASCE7-10 Figure 22-12 TL = 12 Sec Occupancy Importance Factor I - 1 Redundancy Factor: p = 1.3 Seismic Design Category (ASCE7 Section 11.6) = D Design Factors For Seismic -Force -Resisting -System: Light Frame Walls W/ Wood Panels Response Modification Coefficient R 6.500 Overstrenth Factor w0 = 3.000 Deflection Amplification Factor Cd = 4.000 Seismic response Coefficient: C. = (SDS I)/R = 0.201 C, Need Not to Exceed(Spl I/TR) For T 5 TL = 0.730 Cs Need Not to Exceed C. =(SDI TLI/RT2) For T > TL = 57.44 C, Not Less Than 0.010 CS Not Less Than (0.5S1I/R) Where S12:0.6g = 0.056 Seismic Base Shear V = C' W Design Seismic Base Shear V = 0.201 W DATE: 8124114 BY: NN JOB: 14153 PAGE: A , H(ft) W,M WH(#-ft) WH/E(WH) V(#) 8 23775 190200 1.00 4784 SUM 23775 190200 1.00 4784 NOTE: USE 0.77 FACTOR TO CONVERT STRENGTH DESIGN (SD) TO ALLOWABLE STRESS DESIGN (ASD) outran raar.r.c Wall Line Seismic Shear SD (#) Wind Shear SD ( # ) Wall Length (ft) Seismic Unit ShearASD(Plf)* p Wind Unit Shear ASD (plf) Use Shear Wall Type : Wall Line Seismic Shear SD (#) Wind Shear SD ( # ) Wall Length (ft) Seismic Unit ShearASD(Plf)* p Wind Unit Shear ASD (plf) Use Shear Wall Type : A 2047 1859 14.0 146 102 C 3437 2761 18.0 191 118 e 0 2525 0 2921 0 16.0 158 141 x© D 0 1560 0 1416 0 8.0 195 136 D SEE SHEAR WALL SCHEDULE f 00- 1J 4-u t4VJ-= y e" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L�'iv IV, ) = 3 1 Ott— ?AVJ�wv- � ` -C Ir * vy- DSHEAR WALL SCHEDULE ICBC2013 - NDS 20721 TYPE SHEATHING EDGE WL. BOT FOUND'N A35 CLIP MINIMUM NUMBER OF A35 MARK CD EXT. NAILS PLATE SILL SPACING CLIPS PER BLOCK RIM JOISTS BLK'G @ 12" O.C. BLK'G @ 16" O.0 BLK'G @ 24" O.C. NAIL'G TO PLATE & ANCHOR ALLOW. SHEAR BLK'G BOLTS III OR RIM IL 2x MIN. 1 3/8" PLYWD. 8d @ 16d @ 6" SILL 24" O.C. I 1 1 230 plf 6" O.C. PLATE W/ MAX O.C. 5/8"x 10"@ 48" O.C. 2x MIN. 2 3/8" PLYWD. 8d @ 16d @ 4" SILL 16" O.C. 1 1 1 360 plf 4" O.C. PLATE W/ MAX O.C. 5/8"x 10"@ 32" O.C. 3x. SILL 3/8" PLYWD. 8d @ 1/4" x 4- PLATE W/ 12" O.C. 1 2 2 460 plf 3x STUDS @ 3" 1/2" SDS 5/8"xl2"@ MAX 3 PANEL O.C. @ 6" O.C. 32" O.C. JNTS. STAG STAG. OR 2x SILL PLATE W/ 5/8X 10 @ 16" O.C. ADDITIONAL SHEAR WALL NOTES: -Minimum 2 Anchor Bolts Per Mudsill Segment Piece With One Bolt Located No More Than 12" or Less Than 7 Bolts Diameter From End. -Anchor Bolts Installed At Existing Foundation Shall Have Min. 7" Embedment with Simpson SET-XP Epoxy (ESR-2508). -Plate Washers a Min Of 3"x3"x1/4" Thick Shall Be Used On Each Anchor Bolt. -Common Nails Unless Otherwise Noted. -12" o.c. Field Nailing Typical -2x4 Blockings At All Unsupported Plywood Edges. -Shear Panels & Nailing To Extend From Foundation To Floor Above And/Or To Roof Sheathing Above. -Studs To Be Place At Maximum Of 16" o.c -Shear Wall Length: For Inspection Purposes, Shear Wall Lengths Called Out On Plans Are The Gross Length Measured From Outer Edge To Outer Edge Of Hold Down Posts. JOB # 14153 DATE: 8/24/14 SHEARWALL OVERTURNING ANALYSIS FORMULAS USED: CASE I T=(y IBIH1)/D - CWI131/21) CASE II T=(V2B2(H2+HI)+(VIBIHi))/D - C(W2+WI)BI/2D CASE III: T=V2B2(H2+H1)B2 + (ViBIH1)/D - C(W2(BI/B2)+WI)BI/2D CASE IV: T=(V2132(H2+HI)+(VIBIHj))/D - C(W2(BI-B2/2)+WI(BI/2))/D H2, HI = HEIGHT OF WALL 1N FT. 132, BI = WIDTH OF WALL IN FT. W2, WI = SELF WEIGHT OF WALL IN LBS. (1 Ipsf for interior(INT); 16psf for exterior(EXT)) V2, VI = UNIT SHEAR ON WALL IN PLF. C = WEIGHT REDUCTION FACTOR D = EFFECTIVE.WIDTH IN FT. (FROM CENTER OF HOLD DOWN TO EDGE OF OTHER POST) T = UPLIFT IN LBS. DIAGRAM IS CONCEPTUAL v2B2 B1=B2 v2B2 B2 v2B24 B2 W2 H2 W2 H2 W2 H2 B1 B1viB1 v1B1� � V1B1� H1 W1- H1 W1 H1 Wl H1 T D T I D T T jD T T D CASE I CASE II CASE III CASE IV ALL;INT/EXI; CASE: H2 HI B2 BI V2 VI C D W2 WI T USE A. EXT I 0 -.. 8 0 _ 14 0 _146 - -16 _0.6 13.69 0 ............ •0 ••_•-�__ 1792 645 1 B INT - I- _�_�0 10_ ... _� 0 _; : 0 : 158. ----------•--•J-----..l----...r..._....;- 0.6.: 15.69 : - �1760___;............ 1073� ............. -2� _ _ _: - -- ------- ---- -- -- C INT I --- _A_ 0 • 8 ;• 0 7 0 191 0.6 __ - 6.69 0 - 616 1406 __ ___ 2 _• _ EXT ',- 1 -; -.� -8- _ ;-- 6--�.. 3..y- -0 { •195 0.6- 2--- ., .._..0 ...- ; _ ---'384 ..y.---- .... .r......... .............. J... .................................... .......------------ ............ ........... ........... .... ....... ..... .... .L......... i. ......i.....J. .... .r.........1. .... .�.... ... .... .... ....1. . .... ..... ..... i. ..- ..... }.......11.-.....l. .... y.... _.}-.----. y....... ..... ti. .... A......\............}............� .-----• ------------- ------------ ........... ............y........... --........� ............ ...........� ...- .L.........l........ L...... ..... J...... ..... .....------- ........ •........ \............\.-•--------- ........... ........... .... .L........ .... .}....------ :...... ......}....... ........ ........ ....... ............}------------ ------------ ----------- ..._ .r........... .... . .... ........1.............. ................... ... ------- y................ ...................... ............................................... T ......r.........................y............ ........... ..-.--..... .... .L----- - - - -J. - --- .i.... .... . .... i......%....... ........p. --- .-J ...... . . . . . . . . . . . . . . % . . . . . . . . . . . . A . . . . . . . . . . . ........... PS AND HOLD- SIMPSON CATALOG C- TYPE DESCRIPTION ALLOWABLE I USE HDU2 WITH 6 SIMPSON SIDS %" X 2.5" WOOD SCREWS, 4x4 POST 3075# MIDWALL MIN, AND SS"fB20 ANCHOR BOLT 16-5/8" EMBEDMENT MIN. (IF EPDXY: 2960# CORNER USE 5/8"x12" EMBED ROD) 2960# END WALL 2 USE HDU4 WITH 10 SIMPSON SIDS %" X 2.5" WOOD SCREWS, 4x4 4565# MIDWALL POST MIN, AND SB5/8x24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF 4565# CORNER EPDXY: USE 5/8"x12" EMBED ROD) 4565# END WALL 3 USE HDU5 WITH 14 SIMPSON SDS'/." X 2.5" WOOD SCREWS, 4x4 5645# MIDWALL POST MIN, AND SB5/8x24 ANCHOR BOLT 18" EMBEDMENT MIN. (IF 5645# CORNER EPDXY: USE 5/8"x12" EMBED ROD) 5645# END WALL NOTES: • Foundation stem wall or grade beam shall be 2500 psi or better and 8" wide minimum for 2 story, 6" min for 1 story. • All SSTB anchor bolts to have 5" minimum from end or corner of foundation, and 1 %" minimum from edge. • All SB anchor bolts to have 4.25" minimum from end or corner of foundation, and 1 3/4" minimum from edge • EPDXY: Where hold-downs are installed at existing concrete footing, use Simpson SET-XP Epoxy (ESR-2508) with all threaded rods min. 12" embedment for 5/8" diameter rods and 15" embedment for 7/8" diameter rods. Edge and end distance on foundation shall be the same as SSTB anchor bolts above—1-3/4" edge, 5" end. Special inspection required. E-7it'tl�.Y•�►� Anchor Designer"' Software Version 2.0.5154.25 m 1.Proiect information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-11 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: F1554 Grade 36 Diameter (inch): 0.625 Effective Embedment depth, hef (inch): 12.000 Code report: ICC-ES ESR-2508 Anchor category: - . . Anchor ductility: Yes hmin (inch): 15,13 cep (inch): 31.04 Cmin (inch): 1.75 Smin (inch): 3.00 Load and Geometry Load factor source: ACI 318 Section 9 Load combination: not set Seismic design: Yes Anchors subjected to sustained tensio Ductility section for tension: D.3.3.4.3 Ductility section for shear: D.3.3.5.3 (a Do factor: not set Apply entire shear load at front row: N Anchors only resisting wind and/or sei. <Figure 1> PG. 25 Company: Date: 8/25/2014 Engineer: Page: 1/4 Project: Address: Phone: E-mail: Project description: TYPICAL HD EPDXY CHECKING Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 18.00 State: Cracked Compressive strength, F(psi): 2500 4'..v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Do not evaluate concrete breakout in tension: Yes Do not evaluate concrete breakout in shear: No Hole condition: Dry concrete Inspection: Continuous Temperature range: 1 Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com t7i►'ii:�•�`�►� Anchor Designer TM Software Version 2.0.5154.25 <Figure 2> Recommended Anchor Anchor Name: SET-XP® - SET-XP w/ 5/8" 0 F1554 Gr. 36 Code Report Listing: ICC-ES ESR-2508 -'E PG. 26 Company: I Date: 8/25/2014 Engineer: Page: 2/4 Project: Address: Phone: E-mail: Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com Anchor DesignerT"" Software Version 2.0.5154.25 e PG. 27 Company: Date: 8/25/2014 Engineer: Page: 3/4 Project: Address: Phone: E-mail: 3. Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, Nua (Ib) Vuax (Ib) Vuay (lb) l(VU..)2+(Vuay)' (lb) 1 1406.0 0.0 0.0 0.0 Sum 1406.0 0.0 0.0 0.0 Maximum concrete compression strain (%o): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 0 Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 4. Steel Strength of Anchor in Tension(Sec. D.5.11 Nsa (lb) 0 ONsa (Ib) 13110 0.75 9833 6. Adhesive Strength of Anchor in Tension (Sec. 5.5) Tk,cr = rk,crfshorWermKsataN.seis Tkcr (psi) fshorf-farm Ksar IXN. m Tkcr (psi) 855 1.00 1.00 1.00 855 Nba = 1 az-,n 'aher(Eq. D-22) A a Tcr (psi) da (In) her (in) Nba (lb) 1.00 855 0.63 12.000 20145 0.75ONa = 0.750 (ANal ANao) Ped,Na Pcp,NaNba (Sec. D.4.1 & Eq. D-18) ANa (in2) ANao (in') %d,Na Y'p,Na Nao (Ib) 0 0.750Na (lb) 87.50 294.74 0,761 1.000 20145 0.65 2219 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com E.7i►'ii�.z'�c� Anchor DesignerT"" Software Version 2.0.5154.25 PG. 28 Company: Date: 8/25/2014 Engineer: Page: 4/4 Project: Address: Phone: E-mail: 11. Interaction of Tensile and Shear Forces (Sec. D.7) Tension Factored Load, N a (Ib) Design Strength, oNn (lb) . Ratio Status . . Steel 1406 9833 0.14 Pass Adhesive 1406 2219 0.63 Pass (Governs) SET-XP wl 5/8"0 F1554 Gr. 36 with hef = 12.000 inch meets the selected design criteria. 12. Warnings - Concrete compressive strength used in concrete breakout strength in tension, adhesive strength in tension and concrete pryout strength in shear for SET-XP adhesive anchor is limit to 2,500 psi per ICC-ES ESR-2508 Section 5.3. - Minimum spacing and edge distance requirement of 6da per ACI 318 Sections D.8.1 and D.8.2 for torqued cast -in -place anchor is waived per designer option. - Concrete breakout strength in tension has not been evaluated against applied tension load(s) per designer option. Refer to ACI 318 Section D.4.2.1 for conditions where calculations of the concrete breakout strength may not be required. Brittle failure governs for tension. Governing anchor failure mode is brittle failure. Attachment shall be designed to satisfy the requirements of ACI 318-11 Section D.3.3.4.3 for structures assigned to Seismic Design Category C, D, E, or F when the component of the strength level earthquake force applied to anchors exceeds 20 percent of the total factored anchor force associated with the same load combination. In case when ACI 318-11 Sections D.3.3.4.3 (a)3 to 6,(b), (c), or (d) is satisfied for tension loading, select appropriate checkbox from Inputs tab to disable this message. Alternatively, 00 factor can be entered to satisfy ACI 318-11 Section D.3.3.4.3(d) to increase the earthquake portion of the loads as required. - Per designer input, ductility requirements for shear have been determined to be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF1 Pi- PRF-01 Page 1 of 9 GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Title 24 Analysis 03 Project Location 10356 Tonita Way 04 CA City Cupertino 05 Standar .ersion Compliance 2014 06 Zip code 95014 07 Compliance Mana r e sion BEMCmpMgr 2013-2 (595c) 08 Climate Zone CZ4 09 Softw ion EnergyPro 6.2 10 Building Type Single Family 11 Front Orientation (deg/ a t al) 270 12 Project Scope Addition and/or Alteration 13 Number of Dwel1mgmts 1 14 Total Cond. Floor Area (FT2) 2377 15 Number ofiZottes 1 16 Slab Area (FT2) 0 17 Number of ton" 1 18 Addition Cond. Floor Area 2377 19 Natural Gas Available Yes 20 Addition Slab Area (FT2) 0 21 Glazing Percentage.(??4 9.4% COMPLIANCE RESULTS 01 Building Complies wlth:Computer Performance' u 02 This building incorporates features that`require field testing and/or venflication bya certified HERS rater under,the supervision o a CEC-approved HERS provider. 03 This building incorporaetwonor more Special Features'shown belgw ENERGY USE SUMMARY c, mt 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Mar , - Percent Improvement Space Heating 18.56 16.16 2.40 12.9% Spac P ling 11.13 12.67 -1.54 -13.8% IAQ Vefittaaa !on 1.20 1.20 0.00 0.0% Water f a 'ti g 13.45 13.45 0.00 0.0% Phoggv Itaf c ffset 0.00 0.00 ---- VOVt4:3 0.86 1.9% REVIEWED FOR COD � F COMPLIANCE Reviewed ay.` Registration Number:. 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-2815:11:33 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c HERS Provider: CaICERTS inc. Report Generated at 2 08-28T15:07::21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Ducts with high level of insulation • Non-standard roof reflectance • Cathedral Ceiling • Window overhangs and/or fins CF1 R,-PRF-01 , Page 2 of 9 PROJECT HERS FEATURES The following are project -level features that must be field -verified as a condition for meeting the modeled energy performance for this computer analysis. These, plus any additional HERS features listed in the building components tables below requre field verification by a certified HERS Rater. Check the individual building component sections below for any required HERS verification requirements. BUILDING FEATURE INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (sft) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 2377 1 4 1 1 1 ZONE INFORMATION 01 02 A 03 s 04 : 05 06 07 .< Zone Floor Area Avg. Ceiling Zone Name Zone Type HVAC System Name (ft2) Height Water Heating System 1 Water Heating System 2 Addition Conditioned HVAC Systeml 2377 8.30164 DHW Sys 1 Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-28 15:11:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c Report Generated at 2014-08-28T15:07:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF1R-PRF-01 , Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft) Window or Door Area (ft2 ) Tilt(deg) Status Verified Existing Condition Front Wall Addition R-19 Wall 270 Front 296 54.9912 90 New N/A Left Wall Addition R-13 Wall 0 Left 218.3 4 90 New N/A Rear Wall Addition R-13 Wall 90 Back 60 24 90 New N/A Right Wall Addition R-13 Wall 180 Right 167.3 6 90 New N/A Front Wall 2 Addition R-0 Wall 270 Front 160 48 90 Existing No Left Wall 2 Addition R-13 Wall 0 Left 216 13.5 90 Existing No Rear Wall 2 Addition R-13 Wall 90 Back 376 77.496 90 Existing No Right Wall 2 Addition R-13 Wall 180 Right 272 36 90 Existing No Roof 2 Addition R-30 Roof Attic 709 New N/A Roof 3 Addition R-30 Roof Attic 1660 Existing No Raised Floor Addition ` R'n1'9 Floor Crawlspaces'' :' 717 New N/A Raised Floor 2 Addition R=19 Floor Crawlspac% 1660 Existing No ... .. . .... •:v" OPAQUE SURFACES — Cathedral Ceilings:":-,;, 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Zone Type Orientation Area (ft) Roof Rise (x In 12) Roof Pitch Roof Tilt(deg) Roof Reflectanc e Roof Emmittanc e Framin g Factor Status Verified Existing Condifion Roof Addition R-30 Roof Attic1 - specify - 8.1 4 0.33 18.43 0.1 0.85 0.07 New N/A ATTIC 01 02 03 04 05 06 09 10 11 Name Construction Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condifion Attic Attic Roof Cons 4 0.1 0.85 Yes No Existing No Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-2815:11:33 HERS Provider: CaICERTS Inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c Report Generated at 2014=08-28T15:07:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Datefrime: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF1 R,-PRF-01 Page 4of9 WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Side of Building Width(ft ) Height (ft) Multiplie r Area (ft2) U-factor SHGC Exterior Shading Status Verified Existing Condition Window Front Wall 7.5 5.5 0.921 38.0 0.29 0.27 New N/A Window 2 Front Wall 5.0 4.0 0.85 17.0 0.29 0.27 New N/A Window 3 Left Wall 1.0 4.0 1 4.0 0.29 0.27 New N/A Window 4 Rear Wall 6.0 4.0 1 24.0 0.29 0.27 New N/A Window 5 Right Wall 3.0 2.0 1 6.0 0.29 0.27 New N/A Window 6 Left Wall 2 4.5 3.0 1 13.5 0.39 0.37 Existing No Window 7 Rear Wall 2 6.0 4.0 2.229 53.5 0.39 0.37 Existing No Window 8 Rear Wall 2 6.0 4.0 1 24.0 0.29 0.27 New N/A Window 9 Right Wall 2 6.0 4.0 1 24.0 0.29 0.27 New N/A Window 10 Right Wall 2 6.0 2.0 1 12.0 0.39 0.37 Existing No Skylight Roof 1 8.0 =i '-0.37 0.29 New N/A DOORS x . M 01� K. € -�02 w 03 04' OS O6 �4 Name Side of Building Area (ft2) U-factor Status Verified Existing Condition Door Front Wall 48.0 0.70 New No Door 2 Front Wall 2 48.0 0.50 Existing No Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-28 15:11:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c Report Generated at 2014-08-28T15:07:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF1 R-PRF-01 . Page 5 of 9 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bat Up Depth Top Up Dist R Bat Up Window 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 2 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 3 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 4 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 5 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 6 0 0 0 0 0 0 0 0 0 0 0 0 0 Window 7 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Window 8 2 0.1>- 2 2 0 0 0 0 0 0 0 0 0 Window 9 2 0.1 ° 2 2 0 0 0 0 0 0 0 0 0 Window 10 0 0 0 0 0 0 0 0 0 0 0 0 0 '. .. AM- �s f,;� �:fl��7 i i4�, "a`5' #' Rom•' ate' Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-28 15:11:33 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c HERS Provider: CaICERTS inc. Report Generated at 2014-08-28T15:07:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF1 R-PRF-01 , Page 6 of 9 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 Construction Name Surface Type Framing Total Cavity R-value Assembly Layers Roofing: Light Roof (Asphalt Shingle) 2x4 Top Chord of Roof Above Deck Insulation - no insulation - Attic(Roof Cons Attic Roofs Truss @ 24 in. O.C. no insulation - Roof Deck: Wood Siding/sheathing/decking Cavity: - no insulation - Inside Finish: - select inside finish - Floor Surface: Carpeted Concrete Fill: - no concrete fill - R-19 Floor Crawlspace Floors Over Crawlspace 2x6 @ 16 in. O.C. R 19 Floor Deck: Wood Siding/sheathing/decking Cavity: R 19 Sheathing/Insulation: - no sheathing/insul. - Exterior Finish: - select finish - Inside Finish: Gypsum Board Sheathing/Insulation: - no sheathingrnsul. - R-19 Wall Exterior Walls 2x6 @ 16 in. O.C. R 19 Cavity: R 19 - Sheathing/Insulation: - no sheathing/insul. - Exterior Finish: Wood Siding/sheathing/decking Inside Finish: Gypsum Board aF E Sheathing/insulation: - no sheathing/insul. - R-13 Wall Ezteiir Walls 24@16 inw0 C R 13 Cavity: R 13 y Sheathing/Insulation: - no sheathing/insul. - g-' • * s Exterior Finish: Wood Siding/sheathing/decking Attic Floor: - no attic floor - R-30 Roof Attic Ceilings (below attic) 2x4 @ 24 in. O.C. R 30 Cavity: R 30 Sheathinglnsulation - no sheathing/insul. - Inside Finish: Gypsum Board Roofing: Light Roof (Asphalt Shingle) Above Deck Insulation - no insulation - R-30 Roof Atticl Cathedral Ceilings 2x4 @ 24 in. O.C. R 30 Roof Deck. Wood Siding/sheathing/decking Cavity: R 30 Inside Finish: Gypsum Board Inside Finish: Gypsum Board Sheathing/Insulation: - no sheathing/insul. - R-0 Wall Exterior Walls 2x4 @ 16 in. O.C. - no insulation (vertical) - Cavity: - no insulation (vertical) - Sheathing/insulation: - no sheathing/insul. - Exterior Finish: Wood Siding/sheathing/decking Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-28 15:11:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF113-08012014-595c Report Generated at 2014-08-28T15t07:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF1 R-PRF-01 , Page 7 of 9 WATER HEATING SYSTEMS 01 02 03 04 05 06 Name Distribution Type Number of Heaters Solar Fraction (%) Ststus Verified Existing Condition DHW Sys 1 Pipe Insulation, All Lines 1 Annual Existing No WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R-value Standby Loss (Fraction) DHW Sys 1 Natural Gas Small Storage 50 0.575 EF 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name - Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a b n/a : n!a n/a n/a n/a HVAC SYSTEMS 01 Name HVAC Systeml 02 System Type Other Heating and Cooling System 03. Heating System Name Ducted Heating Yes Component 1 . 04' Cooling System Name Ducted Cooling Yes Component 1 05 ..� 06 Distribution Fan System System Air Distribution HVAC Fan System 1 1 07 I 08 1 09 Floor Area Served 2377 Status Altered Verified Existing Condition No HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 94.1 AFUE HVAC - COOLING SYSTEMS 01 02 03 04 05 Name System Type Efficiency EER SEER HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning system 11.3 13 Cooling Component 1-hers-cool Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-28 15:11:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c Report Generated at 2014-08-28T15:07:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF 1 R-PRF-01 Page 8 of 9 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1-hers-cool Required 350 Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 08 Insulation Supply Duct Return Duct Verify Existing HERS Name Type Duct Leakage R-value Location Location Bypass Duct Status Condition Verification Air Distribution Ducts located in Air Distribution System 1 unconditioned attic Sealed and tested 8 Attic Attic None Altered No System 1-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 N 03, 04 05 06 Verified Duct Design Name ~ , Duct,L•eakaga Verification Duct Leakalii*a get (%) Verified Duct Location Return Supply Air Distribution System 1-hers-dist �. fte(�pired— �^ HVAC - FAN SYSTEMS & HERS VERIFICATION 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 Required COOLING VENTILATION 01 02 03 04 05 Name Cooling Vent CFM Cooling Vent Watts/CFM Number of Fans HERS Verification WH Fan 1 100 0.5 1 Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-28 15:11:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c Report Generated at 2014-08-28T15:07:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 15:02, Thu, Aug 28, 2014 Calculation Description: Title 24 Analysis Input File Name: 14-26 Tien-Cupertino.xml CF1 R-PRF-01 , Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: ��11 /� TTRK/— li`'�,n�CGRd' " '""� Hau-Ching Liao Company: Signature Date: LHC Design, inc. 2014-08-28 15:11:33 Address: CEA/HERS Certification Identification (If applicable): 13937 Lynde Avenue City/State/Zip: Phone: Saratoga, CA 95070 408-483-1965 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this C rtifcote of.Gompliance,are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency fonapproval with #his'bwldng permit application. Responsible Designer Name: ResponslbleDesl g3yner Signature Hau-Ching Liao - a.<,,,. Company; Date Signed: LHC Design, inc. 2014-08-28 15:11:33 Address: License: 13937 Lynde Avenue C-28947 City/State/Zip: Phone: Saratoga, CA 95070 408-483-1965 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 214-A0085095A-000000000-0000 Registration Date/Time: 2014-08-28 15:11:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08012014-595c Report Generated at 2014-08-28T15:07:21 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type 2 Single Family ❑ Addition Alone Date Tien Residence Addition ❑ Multi Family 53 Existing+ Addition/Alteration 812812014 Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units 10356 Tonita Way Cupertino CA Climate Zone 04 2,377 2,377 1 INSULATION Area Construction Type Cavity (ft') Special Features Status Floor Wood Framed w/Craw/ Space R 19 717 New Wall Wood Framed R 19 193 New Door Opaque Door no insulation 48 New Wa// Wood Framed R 13 412 New Roof Wood Framed Attic R 30 709 New Floor Wood Framed w/Crawl Space R 19 1,660 Existing Wall Wood Framed - no insulation 112 Existing Door Opaque Door - no insulation 48 Existing FENESTRATION Orientation Area(ft2) Total Area: U-Fac 224 SHGC Glazing Percentage: 9.4 % Overhang Sidefins New/Altered Average U-Factor: Exterior Shades 0.29 Status Front (M 55.0 0.290 0.27 none none Bug Screen New Left (N) 4.0 0.290 0.27 2.0 none Bug Screen New Rear (E) 48.0 0.290 0.27 2.0 none Bug Screen New Right (S) 30.0 0.290 0.27 2.0 none Bug Screen New Skylight 8.0 0.370 0.29 none none None New Left (N) 13.5 0.390 0.37 none none Bug Screen Existing Rear (E) 53.5 0.390 0.37 2.0 none Bug Screen Existing Right (S) 12.0 0.390 0.37 none none Bug Screen Existing HVAC SYSTEMS Qty, Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 94% AFUE Split Air Conditioner 13.0 SEER Setback Altered HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct RValue Status HVAC System Ducted Ducted Attic 8.0 Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnerqVPro 6.2 by EnergySoft User Number: 8306 RunCode: 2014-08-28T15:09:56 ID: 14-26 Pa a 10 of 14 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Tien Residence Addition Building Type 2 Single Family ❑ Addition Alone ❑ Multi Family G3 Existing-Addition/Alteration Date 812812014 Project Address 10356 Tonita Way . Cupertino California Energy Climate Zone CA Climate Zone 04 Total Cond. Floor Area 2,377 Addition 2,377 V Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Wall Wood Framed R 13 737 Existing Roof Wood Framed Attic R 30 1,660 Existing FENESTRATION Total Area: 224 GlaiDg Percentage: 9.4 New/Altered Average U-Factor. 0.29 Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnerqyPro 6.2 by EnergySoft User Number: 8306 RunCode: 2014-08-28T15:09:56 ID: 14-26 Pa a 11 of 14 MANDATORY MEASURES SUMMARY: Residential Page 1 of 3 MF-1 R Project Name Date Tien Residence Addition 812812014 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent energy measures listed on the Certificate of Compliance (CF-1 R, CF-1 R-ADD, or CF- 1 R-ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF-1 R Form with plans. Building Envelope Measures: 110.E a 1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §110.6(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U-Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 110.7: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 110.8 a : Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF-2R Form. §110.8(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §110.8(i) when the installation of a Cool Roof is specified on the CF-1 R Form. *§150.0(a): Minimum R-30 (R-19 for Additions/Alterations) insulation in wood -frame ceiling or equivalent U-factor. 150.0 b : Loose fill insulation shall conform with manufacturer's installed design labeled R-Value. *§150.0(c): Minimum R-13 insulation in 2x4 wood -frame wall (R-19 in 2x6) or equivalent U-factor. *§150.0 d : Minimum R-19 insulation in raised wood -frame floor or equivalent U-factor. 150.0 : Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF-1 R Form. 150.0 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150.0(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. §150.0(q) Fenestration Products. Fenestration separating conditioned space from unconditioned space or outdoors shall meet the requirements of either Item 1 or 2 below: 1. Fenestration, including skylight products, must have a maximum U-factor of 0.58. 2. The weighted average U-factor of all fenestration, including skylight products, shall not exceed 0.58. EXCEPTION to Section 150.0(q)1: Up to 10 square feet of fenestration area or 0.5 percent of the Conditioned Floor Area, whichever is greater, is exempt from the maximum U-factor requirement. §150.0 r Solar Ready Buildings. Shall meet the requirements of Section 110.10 applicable to the building project. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150.0 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)1 B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equi ped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §110.3(c)5: Water heating recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflowpprevention, pump isolation valve, and recirculation loop connection requirements of §110.3(c)5. §110.5: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150.0 h : Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150.0 i : Heating systems are equipped with thermostats that meet the setback requirements of Section 11 0.2c . §150.00)1A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.00)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank. EnergyPro 6.2 by EnergySoft User Number: 8306 ID: 14-26 Page 12 of 14 MANDATORY MEASURES SUMMARY: Residential Page 2 of 3 MF-1 R Project Name Date Tien Residence Addition 28/2014 '8 §150.OQ)2A: All domestic hot water system piping conditions listed below, whether buried or unburied, must be insulated per TABLE 120.3-A. i. The first 5 feet (1.5 meters) of hot and cold water pipes from the storage tank. ii. All piping with a nominal diameter of 3/4 inch (19 millimeter) or larger. iii. All piping associated with a domestic hot water recirculation system regardless of the pipe diameter. iv. Piping from the heating source to storage tank or between tanks. v. Piping buried below grade. vi. All hot water pipes from the heating source to the kitchen fixtures. §150.00)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi, meets the requirements of Standards Table 120.3-A. 150.0 ' 3A: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. §150.00)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and Certification Corporation. §150.0(m)1: All air -distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply -air and retum-air ducts and plenums are insulated to a minimum installed level of R-6 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150.0(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. §150.0(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150.0 m 7: Exhaust fans stems have back draft or automatic dampers. §150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150.0(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150.0 m 10: Flexible ducts cannot have porous inner cores. §150.0(n)1: Systems using gas or propane water heaters, whether tank or on -demand, to serve individual dwelling units shall include all the following components : A. A 120V electrical receptacle that is within 3 feet from the water heater and accessible to the water heater with no obstructions; B. A Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed- C. A condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assist, D. A gas supply line with a capacity of at least 200,000 Btu/hr. §150.0(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2 Ventilation and Acceptable Indoor Air Quality in Low -Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §110.4(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating or a pilot light. §110.4(b)1: Any pool or spa heating equipment shall be installed with at. least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 110.4 b 2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. §110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §150.0 p : Residential pool systems or equipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150.0(p). Residential Lighting Measures: §150.0(k)1A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with Section 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B, as applicable. 150.0 k 1C: The wattage of permanently installed luminaires shall be determined as specified by §130.0(c). 150.0 k 1 D: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency <= 20 kHz. §150.0(k)1 E: Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no more than five watts of power per luminaire or exhaust fan as determined in accordance with Section 130.0(c). Night lights shall not be required to be controlled by vacancy sensors. EnergyPro 6.2 by EnergySoft User Number: 8306 to: 14-26 Page 13 of 14 MANDATORY MEASURES SUMMARY: Residential Page 3 of 3 WAR Project Name Date Tien Residence Addition 812812014 150.0 k 1 F: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150.0(k). 150.0 k 2: All switching devices and controls shall meet the requirements of §150.0(k)2. §150.0(k)3: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50 percent high efficacy requirement when all lighting in the kitchen is controlled in accordance with the applicable provisions in Section 150.0(k)2, and is also controlled by vacancy sensors or dimmers. §150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. §150.0(k)5: Lighting installed in bathrooms shall meet the following requirements: A. A minimum of one high efficacy luminaire shall be installed in each bathroom; and B. All other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §150.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. §150.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. EXCEPTION 1: Luminaires in closets less than 70 square feet. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site. §150.0(k)8: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150.0(k)9A: For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of items ii or iii below; and ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours iii. Controlled by one of the following methods: a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9; meets the Installation Certification requirements in Section 130.4; meets the requirements for an EMCS in Section 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. §150.0(k)9A: For low-rise multi -family residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the following requirements: i. Shall comply with Section 150.0(k)9A; or ii. Shall comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. §150.0(k)9: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by Section 150.0(k)9B or Section 150.0(k)9D shall comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7, and 141.0. §150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in Sections 110.9, 130.0, 130.29 130.4, 140.7, and 141.0. §150.0(k)10: Internally illuminated address signs shall comply with Section 140.8; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130.0(d). §150.0(k)l 1: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in Sections 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. §150.0(k)12A. In a low-rise multi -family residential building where the total interior common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. §150.0(k)l2B. In a low-rise multi -family residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6, and 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of in ress and egress. EnergyPro 6.2 by EnergySoff User Number., 8306 ID: 14-26 Page 14 of 14 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Tien Residence Addition Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family 2 Existing+ Addition/Alteration Date 812812014 Project Address 10356 Tonita Way Cupertino California Energy Climate Zone CA Climate Zone 04 Total Cond. Floor Area 2,377 Addition 2,377 # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Floor Wood Framed w/Crawl Space R 19 717 New Wall Wood Framed R 19 193 New Door Opaque Door - no insulation 48 New Wall Wood Framed R 13 412 New Roof Wood Framed Attic R 30 709 New Floor Wood Framed w/Crawl Space R 19 1,660 Existing Wall Wood Framed - no insulation 112 Existing Door Opaque Door - no insulation 48 Existing FENESTRATION Total Area: 224 Glazing Percentage: 9•4 % New/Altered Average U-Factor. 0.29 Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (M 55.0 0.290 0.27 none none Bug Screen New Left (N) 4.0 0.290 0.27 2.0 none Bug Screen New Rear (E) 48.0 0.290 0.27 2.0 none Bug Screen New Right (S) 30.0 0.290 0.27 2.0 none Bug Screen New Skylight 8.0 0.370 0.29 none none None New Leff (N) 13.5 0.390 0.37 none none Bug Screen Existing Rear (E) 53.5 0.390 0.37 2.0 none Bug Screen Existing Right (S) 12.0 0.390 0.37 none none Bug Screen Existing HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 94% AFUE Split Air Conditioner 13.0 SEER Setback Altered HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic 8.0 Altered WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnerqyPro6.2 by EnergySoft User Number: 8306 RunCode: 2014-08-28T15:09:56 ID: 14-26 Pa a 10 of 14 Ab CALGREEN RESIDENTIAL CHECKLIST - MANDATORY ITEMS COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION CUPERTINO ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building aacupertino.org PURPOSE: The 2013 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: i � Project Address: /Q354:�7 �j✓7A /,/� ,� Project Description: ��i72 Instructions: 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the California Green Building Standards Codes to verify and assure that all required work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the owner an he_de gn profession. IQolumn 2 of this checklist, sign and date Section 1 -Design Verificatio -at t. a end of this' 0ve the checklist printed on the approved plans for the project. k`} Building Department 3. Prior to final inspection b the Building Department, the licen "'� p y g p ��p,F.ofessiona�lashal com lete Column 3 and sign and date Section 2 -Implementation Verification t e,e.n"J oftt, 'sic e�kfi�i�nd submit the completed form to the Building Inspector. REVIEWED FOR CODE COMPLIANCE Reviewed By, J-W ,�,_� Page 1 of 5 CalGreen 2014.doe revised 11104114 6. 4.201.1 Low-rise residential buildings shall meet or exceed the minimum standard design required by the California Energy Standards. 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: ❑ 4.303.1.3.2 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specifications for Tank -type Toilets. ❑ 4.303.1.3.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for showerheads. ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve ❑ shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, �( and shall meet the applicable standards referenced in Table 1401.1 of the u California Plumbing Code. Page 2 of 5 CalGreen 2014.doc revised 11104114 Outdoor�Water Use�� � Wk � 4.304.1 Irrigation controllers. Automatic irrigation systems installed at the time of final inspection shall be weather -based. ❑ 4.304.1.1 Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. ❑ ❑ ❑ 4.304.1.2 Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicated with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. ., .4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 110 7h DuratiSillty a ''d ced M�ai�terian e ' G�eu g 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. pp 8069 rut ction lNaste Red ME 1 41,„fDisposa and eay k 4.408.2 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, a El El construction waste management plan shall be submitted for approval to the enforcing agency. q`�,� - atrn - . _� Yet _ 4.410.1 Operation and maintenance manual. At the time of final inspection, an operation and maintenance manual shall be provided to the building ❑ occupant or owner. A4.5 ENVIRONMENTAL " v T� f` FI>replace�c 0's 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed wood-burningfireplace,fireplace, or a sealed woodstove. m ".T"'e "T'Am ":' �• �P f 51,111, "-' 1A Pollutant Controls � „ -� loom;k:411 OWNER. 4.504.1 Covering of duct openings and protection of mechanical during construction. Duct openings and other related air El distribution component openings shall be covered during construction. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks �( u El shall be compliant with VOC and other toxic compound limits. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings shall be compliant with product weighted MIR Limits for ROC and other toxic ❑ compounds. Page 3 of 5 CalGreen 2014.doc revised 11104114 4.504.2.4 Verification. Documentation shall be provided to verify that n( IIJJ compliant VOC limit finish materials have been used. 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with VOC limits. 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area receiving resilient flooring shall comply with the VOC-emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting ❑ Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program. 4.504.5 Composite wood products. Particleboard, medium density fiberboard (MDF), and hardwood plywood used in interior finish systems shall ❑ comply with low formaldehyde emission standards. ., n#erio o�stureContro) 4.505.2 Concrete slab foundation. Required vapor retarders and capillary breaks are also required to comply with CalGreen Section 4.505.2.1. 4.505.3 Moisture content of building materials. Moisture content of building materials used in wall and floor framing is checked before enclosure. Jjg 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the �( 1=1 building are provided in every bathroom.WX talcomp F ��� N& . �� �. s 'a 4.507.2. Duct systems are sized and designed and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. d 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. INSTALLER AND SP ECIAL INSPECTOR QUALIFICATIONS �s; h T fi Rid lifications � 702.1 Installer training. HVAC system installers are trained and certified in Ej ❑ the proper installation of HVAC systems. 702.2 Special inspection. The Licensed Professional responsible to verify CALGreen compliance is qualified and able to demonstrate competence in the [� discipline they inspect and verify. nG r.x AnaW,t s, r ,WVtions Gr.zaW 703.1 Documentation. Verification of compliance with CALGreen may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Page 4 of 5 CalGreen 2014.doc revised 11104114 CALGREEN SIGNATURE DECLARATIONS Project Name: �i &YxL �S � A VA C-E, l� d_d� Project Address: D v ( tI)CU_ Project Description: i ' PI-Q. cc ,Y-nYY at o,,YoL Gk l iv e�, C-­K 1 CIAA hJA f, & n, S-b LCLr, rn1t1_- C,,-�i yz�tC c--> 17 v ,-r nit_ -�v a b_eilwpyt- SECTION 1 - DESIGN VERIFICATIO Complete all lines of Section 1 —"Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2013 California Green Building Standards Code as adopted by the Ci rtino. �112 Owner re _ Date Own is Name (PleS: Design {,Professional's Desi n Profession I's PL)_ Signature of Licensa(f Name of License Prof Email Addres rcf e Print) gn ture n /V S P Date ame )Please Ptint) ojv� NA SECTION 2 -1 �sional responsible for CalGreen complianop UC �' ON nal responsible for CalGreen compliance (Please Print) ` Phone Professional responsible for CalGreen compliance ENTATION VERIFICATION z-6l Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2013 California Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Name of License Professional responsible for CalGreen cror#pG4,no(crease Print) Email Address for License Professional re§pokib f C� Pf ken compliance'] 1 `�: Date Page 5 of 5 CalGreen 2014.doc revised 01113114 L H C ARCHITECTURAL DESIGN & CONSTRUCTION Architecture Design . Construction 13937 Lynde Avenue, Saratoga, CA 95070 Tel: (408) 867-9331 Fax: (408) 867-9331 May 14, 2015 Project: Tien Residence Addition 10356 Tonita Way Cupertino, CA 95014 Subject: Field observation X&MA, As the architect of record, I had provide the structural field observation for the above mentioned project for the following items in the renovation area: 1- Relocate footing across hole at the existing entranceway. Open at new interior foundation steam wall, and cancel opening at the existing steam wall. 2- Shift the 7' shear panel at living and office to left corner of living room. Will be no longer in the foyer area. 3- The epoxy hold down bolts and dowels. Base upon the observation performed, it is my professional judgment that the work was substantially in conformance with the approved building plans. Sincerely, 0 1; �- Hau-Ching Liao Project Architect iyo8a��� L H C ARCHITECTURAL DESIGN & CONSTRUCTION Architecture Design . Construction 13937 Lynde Avenue, Saratoga, CA 95070 Tel: (408) 867-9331 Fax: (408) 867-9331 Aug. 13, 2015 Project: Tien Residence Addition 10356 Tonita Way Cupertino, CA 95014 Subject: Field observation As the architect of record, I had provide the structural field observation for the above mentioned project for the following items in the renovation & addition area: 1- No recessed ceiling in the living room. 2- Raised up floor and the ceiling in the existing family room. Base upon the observation performed, it is my professional judgment that the work was substantially in conformance with the approved building plans. Sincerely, 3t G I;- Hau-Ching Liao Project Architect