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00040129 -D 000 � o 1z1 DD7-/V I-Q rnD z `i rz CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title. . . . WEST RES + ADDITION Date. .07/12/99 16:40:42 Project Address. . . . . . . . 1071 TUSCANY PL. ******* CUPERTINO, CA. *v5.00* DocLmentation Author. . . DAVID W. KNIGHT ******* Building Permit Monterey Energy Group 227 Forest Ave., Suite 5 Plan Check Date Pacific Grove, CA 93950 831-372-8328 Field C ec Date Climate Zone. . . . . . . . . . . 04 Compliance Method. . . . . . MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-WEST3 Wth-CTZ04S92 Program-FORM CF-1R User#-MP0113 User-Monterey Energy Group Run-R-30R R-13 11W R-OSE 2P G GENERAL INFORMATION Conditioned Floor Area. . . . . 2465 sf Building Type. . .. . . . . . . . . . . Single Family Detached Construction Type . . . . . . . . . New Building Front Orientation. Front Facing 38 deg (NE) Number of Dwelling Units. . . 1 Number of Stories. . . . . . . . . . 2 Floor Construction Type. . . . Slab On Grade Glazing Percentage. . . . . . . . . 19.1 °s of floor area Average Glazing U-value. . . . 0.6 Btu/hr-sf-F Average Glazing SHGC. . . . . . . 0.7 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R-value R-value R-value U-value Location/Comments Wall Wood R-13 R-0 R-13 0.088 Wall Wood R-11 R-0 R-11 0.098 APR 2 0 2000 Roof Wood R-30 R-0 R-30 0.035 Door n/a R-0 R-n/a R-0 0.330 Solid Wood Floor Wood R-0 R-0 R-0 0.238 S1abEdge n/a R-0 R-n/a F2=0.900 To Outside S1abEdge n/a R-0 R-n/a F2=0.720 To Outside S1abEdge n/a R-0 R-n/a F2=0.550 FENESTRATION Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (NE) 144.0 0.600 0.700 Standard Standard None Window Left (SE) 81.5 0.600 0.700 Standard Standard None Window Back (SW) 183.2 0.600 0.700 Standard Standard None Window Right (NW) 62.0 0.600 0.700 Standard Standard None OFFICE COPY CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R Project Title. . . . . . . . . . WEST RES + ADDITION Date. .07/12/99 16:40:42 MICROPAS5 v5.00 File-WEST3 Wth-CTZ04S92 Program-FORM CF-1R User#-MP0113 User-Monterey Energy Group Run-R-30R R-13 11W R-OSE 27G ] COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name. . . . MAX ROGERS Name. . . . DAVID W. KNIGHT Company. MAX ROGERS DESIGN Company. Monterey Energy Group Address. 943 DOREL DR. Address. 227 Forest Ave., Suite 5 SAN JOSE, CA. 95132 Pacific Grove, CA 93950 Phone. . . (408) 254-0995 Phone. . . 831-372-8328 License. Signed. . •2!> • Signed. . :�`_'/, %�� 3GL�!i' ate ate ENFORCEMENT AGENCY Name. . . . Certified Energy Anal-Vat Title. . . L)avh1 W ft. 4 Agency. . 6$!gfA ! rr� t•r Phone. . . rvl_C A V E C Signed. . dBuddhV6ft"MC ate w -_ _.. _ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R Project Title. . . . . . . . . . WEST RES + ADDITION Date. .07/12/99 16:40:42 MICROPAS5 v5.00 File-WEST3 Wth-CTZ04S92 Program-FORM CF-1R User#-MP0113 User-Monterey Energy Group Run-R-30R R-13 11W R-OSE 2P G SLAB SURFACES Area Slab Type (sf) Standard Slab 1331 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R-value Leakage Manual D Type Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value Water Heater to meet minimum CEC Standards REMARKS CF-6R AND INSULATION CERTIFICATE TO BE POSTED ON JOB. COMPUTER METHOD SUMMARY Page 1 C-2R Project Title. . . . . . . . . . WEST RES + ADDITION Date. .07/12/99 16:40:42 Project Address. . . . . . . . 1071 TUSCANY PL. ******* CUPERTINO, CA. *v5.00* Documentation Author. . . DAVID W. KNIGHT ******* Building Permit Monterey Energy Group 227 Forest Ave. , Suite 5 Plan Check Date Pacific Grove, CA 93950 831-372-8328 Field Check/ Date Climate Zone. . . . . . . . . . . 04 Compliance Method. . . . . . MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File-WEST3 Wth-CTZ04S92 Program-FORM C-2R User#-MP0113 User-Monterey Energy Group Run-R-30R R-13 11W R-OSE 2P G MICROPASS ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating. . . . . . . . .. 13.11 11.49 1.62 Space Cooling. . . . . . . . .. 6.63 7.45 -0.82 Water Heating. . . . . . . . .. 11.49 11.49 0.00 Total 31.23 30.43 0.80 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area. . . . . 2465 sf Building Type. . . . . . . . . . . . . . Single Family Detached Construction Type . . . . . . . . . New Building Front Orientation. Front Facing 38 deg (NE) Number of Dwelling Units. . . 1 Number of Building Stories. 2 Weather Data Type. . . . . . . . . . ReducedYear Floor Construction Type. . . . Slab On Grade Number of Building Zones. . . 1 Conditioned Volume. . . . . . . . . 19720 cf Slab-On-Grade Area. . . . . . . . . 1331 sf Glazing Percentage. . . . . . . . . 19.1 % of floor area Average Glazing U-value. . . . 0.6 Btu/hr-sf-F Average Glazing SHGC. . . . . . . 0.7 Average Ceiling Height. . . . . 8 ft BUILDING ZONE INFORMATION _ Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2465 19720 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C-2R Project Title. . . . . . . . . . WEST RES + ADDITION Date. .07/12/99 16:40:42 MICROPAS5 v5.00 File-WEST3 Wth-CTZ04S92 Program-FORM C-2R F_�_U7. 1#-MP0113 User-Monterey Energy Group Run-R-30R R-13 11W R-OSE 2P G OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 251 0.088 13 38 90 Yes W.13.2X4.16 2 Wall 16 0.088 13 128 90 Yes W.13.2X4.16 3 Wall 219 0.088 13 218 90 Yes W.13.2X4.16 4 Wall 443 0.088 13 308 90 Yes W.13.2X4.16 5 Wall 391 0.098 11 38 90 Yes W.11.2X4.16 6 Wall 420 0.098 11 128 90 Yes W.11.2X4.16 7 Wall 426 0.098 11 218 90 Yes W.11.2X4.16 8 Wall 16 0.098 11 308 90 Yes W.11.2X4.16 9 Roof 1350 0.035 30 n/a 0 Yes R.30.2X12.16 10 Door 38 0.330 0 38 90 Yes None Solid Wood 11 Floor 19 0.238 0 n/a 0 No FX.0.2X6.16 PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 12 S1abEdge 26 0.900 R-0 No To Outside 13 S1abEdge 110 0.720 R-0 No To Outside 14 SlabEdge 16 0.550 R-0 No FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (NE) 144.0 0.600 0.700 38 90 Standard/0.76 Standard/0.68 2 Window Left (SE) 81.5 0.600 0.700 128 90 Standard/0.76 Standard/0.68 3 Window Back (SW) 183.2 0.600 0.700 218 90 Standard/0.76 Standard/0.68 4 Window Right (NW) 62.0 0.600 0.700 308 90 Standard/0.76 Standard/0.68 SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 1331 COMPUTER METHOD SUMMARY Page 3 C-2R Project Title. . . . . . . . . . WEST RES + ADDITION Date. .07/12/99 16:40:42 MICROPASS v5.00 File-WEST3 Wth-CTZ04S92 Program-FORM C-2R F7User4-MP0113 User-Monterey Energy Group Run-R-30R R-13 11W R-OSE 2P G HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R-value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.782 ACSplit 10.00 SEER Attic R-4.2 No No 0.763 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-value Water Heater to meet minimum CEC Standards REMARKS CF-6R AND INSULATION CERTIFICATE TO BE POSTED ON JOB. HVAC SIZING Page 1 HVAC Project Title. . . . . . . . . . WEST RES + ADDITION Date. .07/12/99 16 :40:42 Project Address. . . . . . . . 1071 TUSCANY PL. ******* CUPERTINO, CA. *v5.00* Documentation Author. . . DAVID W. KNIGHT ******* Building Permit Monterey Energy Group 227 Forest Ave. , Suite 5 Plan Check Date Pacific Grove, CA 93950 831-372-8328 Field C ec Date Climate Zone. . . . . . . . . . . 04 Compliance Method. . . . . . MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-WEST3 Wth-CTZ04S92 Program-HVAC SIZING FU ser#-MP0113 User-Monterey Energy Group Run-R-30R R-13 11W R-OSE 2P G GENERAL INFORMATION Floor Area. . . 2465 sf Volume. 19720 cf Front Orientation. . . . . . . . . . Front Facing 38 deg (NE) Sizing Location. . . . . . . . . . . . CUPERTINO Latitude. . . . .. . . . . . . . . . . . . . 37.3 degrees Winter Outside Design. . . . . . 33 F Winter Inside Design. . . . . . . 70 F Summer Outside Design. . . . . . 88 F Summer Inside Design. . . . . . . 78 F Summer Range. . . . . . . . . . . . . . . 30 F Interior Shading Used. . . . . . No Exterior Shading Used. . . . . . No Overhang Shading Used. . . . . . No Latent Load Fraction. . . . . . . 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar. . . . . . 14062 3222 Glazing Conduction. . . . . . . . . . . . . . . 10450 2824 Glazing Solar. . . . . .. . . . . . . . . . . . . . n/a 21954 Infiltration. . . . . . . . . . . . . . . . . . . . . 10021 1260 Internal Gain. . . . . .. . . . . . . . . . . . . . n/a 2100 Ducts. . . . . . . . . . . . . .. . . . . . . . . . . . . . 3453 3136 Sensible Load. . . . . .. . . . . . . . . . . . . . 37986 34497 Latent Load. . . . . . . . . . . . . . .. . . . . . . n/a 6899 Minimum Total Load 37986 41396 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc. , must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Mardatory Measures Checklist_ Residential MF-1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with and asterisk(')may be superseded by more stringent compliance requirements listed on the Certificate of Compliance When this checklist is incorporated into the permit documents,the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures 150(a): Minimum R-19 ceiling insulation _Y_ 150(b): Loose fill insulation manufacturer's labeled R-value. _Y_ 150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). _Y_ 150(d): Minimum R-13 raised floor insulation in framed floors;minimum R-8 in concrete raised floors. —Y- 150(1): Slab edge insulation-water absorption rate no greater than 0.3%,water vapor transmissionrate no greater than 2.0 perm/inch. _N/A_ 118: Insulation specified or installed meets California Energy Commission quality standards.Indicate type and form. —Y- 116-17: Fenestration Products,Exterior Doors and Infiltration/Exfiltration Controls —Y— a. Doors and windows between conditioned and unconditioned spaces designed to limit are leakage.Manufactured fenestration products have label with certified U-value,and infiltration certificatiion. c. Exterior Doors and windows weatherstripped; all joints and penetrations caulked and sealed. Y 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. _N/A_ 150(f): Special infiltration barrier installed to comply with 151 meets Commission quality standards. _N/A_ 150(e): Installation of Fireplaces,Decorative Gas Appliances and Gas Logs _N/A_ 1. Masonry and factory-built fireplaces have: a. Closable metal or glass door _N/A b.Outside air intake with damper and control _N/A_ c. Flue damper and control _N/A_ 2. No continuous burning gas pilots allowed. _N/A_ Space Conditioning,Water Heating and Plumbing System Measures 110-13: HVAC equipment,water heaters,showerheads and faucets certified by the Commission. —Y- 150(i): Setback thermostat on all applicable heating systems. 1500): Pipe and Tank Insulation —Y- 1. Indirect hot water tanks(e.g.,unfired storage tanks or backup solar hot water tanks)have insulation blanket(R-12 or greater)or combined interior/exterior insulation(R-16 or greater). —Y- 2. First 5 feet of pipes closest to water heater tank,non-recirculating systems, insulated(R-4 or greater). —Y- 3 All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 550F insulated. —Y- 5 Piping insulated between heating source and indirect hot water tank. 150(m):Ducts and Fans —Y- 1. Ducts constructed,installed and sealed to comply with UMC Sections 601.1 and 603;ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. —Y- 2. Exhaust fan systems have backdraft or automatic dampers. 3 Gravity ventilating systems serving conditioned space have either automatic or readily accessible,manually operated dampers. _N/A_ 114- Pool and Spa Heating Systems and Equipment 1. System is certified with 78%thermal efficiency,on-off switch,weatherproof operating instructions,no electric resistance heating and no pilot light. _N/A_ 2. System installed with: a. At least 36"pipe between filter and heater for future solar heating. _N/A_ b Cover for outdoor pools or outdoor spa. _N/A_ 3 Pool system has directional inlets and a circulation pump time switch. _N/A_ 115: Gas-fired central furnace,pool heater,spa heater or household cooking appliance have no continuously burning pilot light. (Exception: Non-electrical cooking appliance with pilot<150 Btuihr.) _Y_ LightingMeasures 150(k) 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets;and recessed ceiling fixtures IC(insulation cover)approved. —Y_ Revised January 1992 STRUCTURAL CALCULATIONS Calc. By: Popa Engineers Inc. Owner: Ardith West Residence Job Title: Addition and Remodel Job#: 99040 Location: 1021 Tuscany Pl. Cupertino, CA Date: April, 99 o. Soil Investigation: n .'11 1 7Crx— ,--.A 7 NExp Soil Report By: None Project#: None Date: None o Tel: None THIS ENGINEERING DESIGN IS FOR THE AREA OF ADDITIONS SHOWN ONLY. NO WARRANTY AS TO THE QUALITY OR THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE IS INFERRED OR IMPLIED BEYOND WHAT IS WRITTEN IN THE CALCULATIONS AND ON THE PLANS. BY ACCEPTING THIS WORK,THE OWNER ACNOWLEDGES THE ENGINEER'S LIMITED LIABILITY. POPA ENGINEERS GOLDEN VALLEY OFFICE CENTER 2542 South Bascom Avenue - Suite 102 * Campbell.California 95008 P= Phone: (408)559-4202 FAX: (408)559-3628 GENERAL NOTES -THE FOLLOWING SPECIFICATIONS SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE AND ANY OTHER CITY ORDINANCES WHICH ARE IN FORCE AT THE TIME OF THIS PROJECT. -CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS, PRIOR TO STARTING ANY FIELD WORK. -ANY DEVIATION CALLED BY THE FIELD CONDITIONS, OR ANY CONDITIONS DIFFERENT FROM THOSE INDICATED ON PLANS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION. ANY DISCREPANCY NOT REPORTED TO THE ENGINEER, WILL ABSOLVE THE ENGINEER FROM ANY LIABILITY. -TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS OR SECTIONS ARE PROVIDED. -DIMENSIONS SHOWN ON PLANS OR DETAILS TAKE PRECEDENCE OVER SCALES SHOWN. -THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTORY COM- PLETION OF ALL WORK IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. STRUCTURAL STEEL -STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. (A-36) SPECIFCATIONS AND TO THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION. -ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-307) FOR UNFINSHED BOLTS. -ALL BOLT HOLES IN STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES FOR CONNECTIONS WILL NOT BE PERMITTED. -PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ALL STEEL CONNECTIONS. -PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN BASE PLATES. -ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY HEXA- GONAL NUTS. -ALL WELDING SHALL BE AS INDICATED ON THE DETAILS AND PERFORMED IN A QUALIFIED SHOP, UNDER CONTINUOUS INSPECTION PER U.B.C.1701. FIELD WELDING, OTHER THAN MISCELLANEOUS TACK WELDING, IS NOT PERMITTED, UNLESS NOTED OTHERWISE IN THE DETAILS. DAT_ i Job No. „M POPA ENGINEERS Inc. es gn By i ■ C STRUCTURAL ENGINEERING CONSULTANTS i Ch_dBy i Golden Valley Of.ce Center.2542S Bascom Ave.•Campbell.CA 95008 Phone'.(408)559-4202 Surtc 102 F_(408)5 59 36228 Of LUMBER -WOOD MEMBERS LESS THAN 4" IN WIDTH SHALL BE DOUGLAS FIR NO. 2 AND 4" OR WIDER SHALL BE DOUGLAS FIR NO. 1, UNLESS NOTED OTHERWISE ON PLANS. -UNLESS NOTED OTHERWISE ON PLANS, ALL NAILING SHALL BE PER UNIFORM BUILDING CODE, TABLE NO. 23-I-Q. -ALL CONNECTING HARDWARE SHALL BE SIMPSON COMPANY TYPE OR EQUAL, AND INSTALATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, UNLESS NOTED OTHERWISE ON PLANS. -GLU-LAMINATED BEAMS SHALL BE OF A GRADE COMBINATION PROVIDING A MINIMUM Fb=2400 psi. CAMBER AS INDICATED ON PLANS. -ROOF SHEATHING SHALL BE MIN. 1/2" CDX WITH EXTERIOR GLUE, GROUP 2. EXPOSED SHEATHING AT ROOF OVERHANG SHALL BE AS INDICATED ON THE ARCHITECT'S DRAWINGS. -WALL SHEATHING, IF REQUIRED, SHALL BE MIN. 3/8" CDX PLYWOOD WITH EXTERIOR GLUE, GROUP 2. -FLOOR SHEATHING SHALL BE TSG INT-APA WITH EXTERIOR GLUE, GROUP 2. SEE PLANS FOR SIZE. -BEARING AND NONBEARING WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT INTERSECTIONS. PLATE JOINTS SHALL BE STAGGERED 4'-0" MIN. AS INDICATED ON THE STRUCTURAL DETAILS. -UNLESS NOTED OTHERWISE ON PLANS, WALLS SHALL BE OF 2 x 4 STUDS (STUD GRADE OR BETTER) AT 16" ON CENTER. -ALL HEADERS ARE AS NOTED ON PLANS. -ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR REDWOOD. -HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLYWOOD, GYP. BOARD, ETC. -STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. -2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. -ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT, UNLESS NOTED OTHERWISE. DA Job No. POPA ENGINEERS Inc. Desgn By P, C STRUCTURAL ENGINEERING CONSULTANTS 71 ChkdBt Golden Valley Office Center•2542 S.Bascom Ave •Campbell,CA 95008 Phoney(408)5594202 Suite 102 Fax (408)55936.9 Of CONCRETE -CONCRETE FOR SLABS ON GROUND, BEAM FOOTINGS OR PIERS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 2500 psi AT 28 DAYS, UNLESS NOTED OTHERWISE ON PLANS. -MAXIMUM AGGREGATE SIZE SHALL BE 3/4", AND MAXIMUM SLUMP SHALL BE 4 1/2". -ANCHOR BOLTS, HOLD-DOWN BOLTS, DOWELS, AND OTHER REQUIRED INSERTS, SHALL BE POSITIONED AND FIRMLY SECURED IN PLACE, BEFORE CONCRETE IS POURED. -CONTRACTOR SHALL TAKE ALL THE NECESSARY MEASURES TO PROVIDE A PROPER COMPACTION OF THE CONCRETE. -THE EXCAVATED BOTTOM OF ALL FOOTINGS SHALL EXTEND TO ELEVATIONS SHOWN ON THE DETAILS AND THE FOOTINGS SHALL BE POURED IN NEAT EXCAVATIONS, WITHOUT SIDE FORMS AS POSSIBLE. REINFORCING STEEL -REINFORCING STEEL 'SHALL BE DEFORMED BARS, COMFORMING TO ASTM A615-40 REQUIREMENTS AND WELDED WIRE MESH PER ASTM SPECIFICATION A-185. -BARS NO. 4 AND SMALLER SHALL BE OF GRADE 40, AND BARS NO. 5 AND LARGER SHALL BE OF GRADE 60. -ALL REINFORCING BARS SHALL BE CLEAN OF ANY RUST, OR FOREIGN MATERIALS. -ALL REINFORCING SPLICES SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS BUT NOT LESS THAN 24". -CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE: - 3" WHERE POURED AGAINST EARTH, - 2" WHERE POURED AGAINST FORMS, - 1" FOR SLABS POURED AGAINST FORMS. -SEE PLAN FOR QUANTITY AND LOCATION OF ANCHOR BOLTS, LOCATE BOLTS WITHIN 12" FROM CORNERS AND BUTT JOINTS. SOILS -CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH ALL OF THE SOILS INVESTIGATION REPORT REQUIREMENTS AND RECOMMENDATIONS, AND TAKE ALL THE NECESSARY MEASURES FOR A CORRECT AND COMPLETE IMPLEMENTATION OF SUCH REQUIREMENTS, IN THE FIELD. GA C Jor,N. POPA ENGINEERS Inc. Ueogn By pC STRUCTURAL ENGINEERING CONSULTANTS Chi d By Golden Valley Olhce Center•2542 5 111—Ave•Cao ohed CA 95008 Phone.(408)5594202 Suite 10; F-(408)5593628 OI CONCRETE MASONRY -ALL MASONRY WORK SHALL BE REINFORCED GROUTED MASONRY AND CONFORM TO THE 199.1 UNIFORM BUILDING CODE AND SHALL BE 8xBxl6 LIGHTWEIGHT UNITS WITH MAX. LINEAR SHRINKAGE OF 0.06%, PER A.S.T.M. (C-90-52), GRADE A. NO CONTINUOUS INSPECTION REQUIRED. -MORTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND AND NOT LESS THAN TWO PARTS PEA GRAVEL. -WALLS TO BE GROUTED IN 4' MAXIMUM LIFTS, UNLESS HIGH LIFT GROUT PROCEDURES (WITH BLOCKOUTS) ARE USED. ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" OF GROUT. ALL BOLTS SHALL HAVE A MINIMUM COVERAGE OF 111 OF GROUT. -NO PIPES OR DUCTS SHALL PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. -DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE 2-N0. 4 OR AS INDICATED ON THE DETAILS. -ALL RETAINING BLOCK WALLS SHALL BE PROVIDED WITH AN APPROVED MOISTURE BARRIER ON THE DIRT SIDE. SEE ARCHITECT'S DRAWINGS. GA Joo Na. �� POPA ENGINEERS Inc. Gemgn By Cp"/ 57RUCTURALENGIN EEKINC CONSULTANTS' Ch k dd By Golden Valley OKce Center•254;S.Bascom Ave.•Campbell,CA 950CB Phone:(4100)5594202 S.de 102 Fac'.(408)559-3628 Of 71 Conversion factors for the new allowable Fb.(1994) Member single repetitive use use 2x6, 3x6, 4x6 DF#2 1140/1250 = .91 1310/1450 = .91 2x8, 3x8 DF#2 1050/1250 = .81 1210/1450 = .83 4x8 DF#2 1140/1250 = .91 1310/1450 = .91 4x8 DF#1 1300/1500 = .87 1495/1750 = .85 2x10, 3x10 DF#2 965/1250 = .77 1105/1450 = .76 2x10, 3x10 DF#1 1100/1500 = .73 1265/1750 = .72 4x10 DF#2 1050/1250 = .84 1210/1450 = .84 4X10 DF#1 1100/1500 = .73 1265/1750 = .72 2x12, 3x12 DF#2 875/1250 = .7 1005/1450 = .7 2x12, 3x12 DF#1 1000/1500 = .67 1150/1750 = .66 4x12 DF#2 965/1250 = .77 1105/1450 = .76 4x12 DF#1 1100/1500 = .73 1265/1750 = .72 2x14, 3x14 DF#2 790/1250 = .63 905/1450 = .63 2x14, 3x14 DF#1 900/1250 = .62 1035/1450 = .71 4x14 DF#2 875/1250 = .7 1005/1450 = .69 4x14 DF#1 1000/1500 = .67 1150/1750 = .66 PATE Job No. POPA ENGINEERS Inc. evgn y .Cry/ STRUCTURAL ENGINEERING CONSULTANTS C- C,F Golden Valley Office Center•2542 S.8a mom Ave.•Campbell.CA 95008 Phone:(408)559.4202 Swe 102 Fu:(408)559.3828 Of MODIFICATIONS to DOUGLAS-FIR LUMBER VALUES FOR STANDARD FRAMING TO COMPLY WITH THE 1994 UBC (1991 NDS) WHILE THE SOFTWARE USED STILL GIVES ITS RESULTS BASED UPON THE 1991 USC. ,(Douglas Fir #2 values, uno) (875 psi) Fb (Base Value Modified) E psi GRADE and SIZE OF MATERIAL Single Repetitive 2 x 4; 3 x 4; 4 x 4 1 Fz 1315 1510 11600,000 4 x 4 DF #1 1500 1725 1,700,000 2 x 6; 3 x 6; 4 x 6 CF2 1140 1310 1,600,000 4 x 6 DF #1 1300 1495 1,700,000 2 x 8; 3 x 8 = 1050 1210 1,600,000 4 x 8 DF #2 1140 1310 1,600,000 2 x 8 DF #1 1200 1380 1,700,000 4 x 8 DF #1 1300 1495 1,700,000 2 x 10: 3 x 10 965 ='205 1.600,000 4 x 10 DF #2 -1050 1210 1,600,000 2 x 10 DF #1 1100 1265 1,700,000 4 x 10 DF #1 1200 1380 1,700,000 2 x 12; 3 x 12 875 1005 1,600,000 4 x 12 DF #2 965 1105 1,600,000 2 x 12 DF 41 1000 1150 1,700,000 4 x 12 DF #1 1100 1265 1,700,000 2 x 14; 3 x 14 and wider J 790 905 1,600,000 4 x 14 DF 42/wider 875 1005 1,600,000 2 x 14 DF #1/wider 900 1035 1,700,000 4 x 14 DF #1/wider 1000 1150 1,700,000 Notes: 1) The Shear stress allowable (Fv) for all the above members is unchanged from the 1991 UBC; 95 psi. 2) 6 x Framing members (Beams and Stringers) do not require any modifications in their base design values, since the values given in 1994 UBC Table 23-I-A-4 catch identically the values given in 1991 UBC Table 25-A-1. 3) For all the me-bens shown above. rhe follow--ng assu-zticns are made for the stress adjustment factors spelled out :n 1994 UBC Table 23-I-A-6: CD '(Load Duration Factor- = ' 0 CM, Ct{are ignored) = 1.0 CF per UBC Table 23-I-A-1, footnote 3 and Sections 2304.3.5. and 2312.4.5. CV applies to Glulam Beams only, per UBC Section 2312.4.5. Cfu applies to decking applications only. Cc per UBC Section 2312.4.3. Cf per UBC Section 2304.3.7. SHEAR WALL SCHEDULE 3 O 0 O SIIEAR CAP, EDGE FIELQ SILL TOP CONNECTION ANCHOR COLTS WALL PATERIAL NAILING NAILING NAILING 5 DESIG Ply 7/6" IB Ga. IB Ga. •A OS Q I STUCCO 180 STAPLES STAPLES ^_ 7/I'7avQB" ,7/6"110@6^ led p 1"o.e 1/2"4 AD @ 46"a.C. 5/8". .- ..A 55 p Q' .PLYWD .. : `. .. OLOCKEO 261 GOP 6"0.e. OdQ I2"..o.c.l6d Q 6'o c - 1/2"ts AD @ 52"o.c. 7/6" 1 A OS p Qj PLYWD. i1 3 BLOCKED 081 IdQ 1"0.0. 8dQ 12"o.0.led 1:'o.c I/2^y AD @ 24"—. �i PLYWD. 1 ~ CLOCKED 192 /dQ 5"e.e. .IdQ 12"e.e led @ 2"o.c 1/2"�AS Q 116"o.e. _ 0/1"PLY WO. —ro..r 2•A 2S Q BLOCKED Ido 6"o.0. 6d(l 12"e.e.led (1 6"o.c , ;--�rl © EA.FACE 528 EA.FACE EA.FACE Jx blcky 514"4 AD Q 16"0.e. L. �j 0/1"PLYWD. IdQ 1"e.e. OdQ12"o.0. T—row. 2-L 70 Q li"o.e. BLOCKED led p 1"o•c © EA.FACE 756 EA.FACE EA.FACE •3x.b1ck0 5/8" AS Q 16"0.. It SHEAR WALL © 1/I"PLYWO. --A15 Q li"e.°.- .2:SHEAR WALL EDGE NAILING BLOCKED 710 IOdQ 6"o.d. 100112•:o.0. led Q t"o.e 5/8"0 AO @ 3:SILL NAILING. 1/2"PLYWD 2•A 25 Q 16"o.c. 111 FLOOR PLYWOOD EDGE NAILING Q 5/11'•0 AD Q 21"—. 51 SHEAR WALL TOP CONNECTION __ BLOCKED 510 IOdp /"o.a. IOdQl2"e.e.16d Q 5"e.e -Iwo row. 2•L 10 Q le"o.e. 6t,ANC141/2"PLYWO OR DOLTS Q I6d @ 1'•o.e I CLOCKED 655 1001 5"O.C. lOdQl2"a.e. 3x blcliq 1. FRAMING SIiALL BL 2:c DOUGLAS FIR-LARCH 1. 1/2" PLYWOOD SHnL,L BEI STRUCTURAL I. OR SOUTHERN PINE. 5. ALL POSTS AND STUDS CONNECTED TO A i 2. WHERE PLYWOOD IS APPLIED ON BOTH FACES HOLD DOWN EITI4HR AT TOP OR AT BOTTOM OF THE WALL, AND NAIL SPACING IS LESS SHALL HAVE EDGE NAILING LULL HEIGHT. THAN G"o.C., PANEL JOINTS SHALL BE OFFSET 1'O FALL ON DIFFERENT MEMBERS OR 6. PROVIDE DOUBLE STUDS AT EACH END TU FRAMING 511ALL BE 3x AND NAILS SIiALI; SHALL BELL, UNO ON PLAN. DOUBLE 1 STUDS BC STAGGERED. SHALL BE NAI LCD.TOGE:L'HF.R WITH 1GLl A1' G" 3. WHERE 10d NAILS ARE USED, FRAMING AT 7. TOP PLATE: USE DOUBLE 2X ;STAGGER ADJOINING PANEL EDGES SHALL BE 3x OR JOINTS 5'-0" o.c: ; USE 15-16d AT OVERLAP. WIDER AND NAILS SHALL BE STAGGERED. ER=2x6 DFt 2 RAFTERS AT 16" o.c I�FVI�F i� IIP�C - CROSS SECTION A= 8.25 in^2 SECTION MODULUS S= 7.56 in^3 MOMENT OF INERTIA I= 20.79 in^4 TRIBUTARY T= 1.33 ft. ;BEAD LOAD W(dl)= 9.00 psf LIVE LOAD W(11)= 16.00 psf AX. SPAN (shear) = 4 0.13 ft. SPAN (moment) = 16.57 ft. MAX. SPAN (deflection)= 13.06 ft. USE= � x 6 #� -A i MEMBER =R-1 RIDGE BOARD O/CLOSET SHORT LL DURATION SPAN L= 5.00 ft TRIBUTARY T= 5.00 ft W(DL)= 9.00 psf W(LL)= 16.00 psf LINE LOAD W= 125.00 plf REACTIONS V1= 312.50 lb V2= 312.50 lb A req. = 3.16 in"2 S req. = 3.00 in"3 "— I req. = 4•.39 in"4 GRADE = DF2(2 to 4 - 5 or wider) USE: �x # MEMBER =R-2 RIDGE BOARD O/BDRM. SHORT LL DURATION SPAN L= 6.00 ft TRIBUTARY T= 6.00 ft W(DL)= 9.00 psf W(LL)= 16.00 psf LINE LOAD W= 150.00 plf REACTIONS V1= 450.00 lb V2= 450.00 lb A req. = 4.74 in^2 S req. = 5.18 in"3 C` I req. = 9.11 in^4 �[ GRADE = DF2(2 to 4 - 5 'or wider) USE: DATE Job No. POPA ENGINEERS Inc. Desgo y C� STRUCTURALENGINEERINGCONSULTANTS— Golden Valley Office Center•2542 S.Bascom Ave.•Campbell.CA 95008 Ph":(408)559.4202 Suite 102 Far:(408)559-3828 OI � MEMBER =R-3 PURLIN PCVe'E7 SHORT LL DURATION SPAN L= 4.50 ft TRIBUTARY T= 7.00 ft W(DL)= 9.00 psf W(LL)= 16.00 psf LINE LOAD W= 175.00 plf REACTIONS V1= 393.75 lb V2= 393.75 lb A req. = 3.87 in-2 � �---'�� S req. = 3.40 in-3 V 4s4 1 i1,/ X1-11 I req. = 4.49 in-4 GRADE = DF2(2 to 4 - c55 or wider) USE: Xx� JIB k Job No. POPA ENGINEERS Inc. \�'�/ STRUCTURAL'ENGINEERINGCONSULTANTS GoldenValley Office Center•2542 S.Bascom Ave.•Canhbe0•CA 95008 Phone:(408)5584202 Suite 102 Fax:(408)559-3828 Of MPMBER =H-1 HDR. BM. AT BDRM. -R�( .6 TO ( pbr_- 6 4 SNORT LL DURATION SPAN L= 5.00 ft TRIBUTARY T= 4.00 ft W(DL)= 14.00 psf W(LL)= 16.00 psf LINE LOAD W= 120.00 plf REACTIONS V1= 300.00 lb V2= 300.00 lb A req. = 3.39 in-2 S req. = 2.77 in-3 Ir y;1 = 3,;Z IN, I req. = 3.97 in"4 GRADE = DF1(4 or over - 5 or wider) USE: Ar MEMBER =H-2 HDR. BM. AT BDRM. SHORT LL DURATION SPAN L= 5.00 ft (R TRIBUTARY T= 4.00 ft W(DL)= 14.00 psf W(LL)= 16.00 psf LINE LOAD W= 120.00 plf P1 = 450.00 lb Left= 2.50 ft Right= 2.50 ft REACTIONS V1= 525.00 lb V2= 525.00 lb A req. = 6'.56 in"2 S req. = 6.92 in"3 I req. = 9.93 in"4 GRADE = DF1(4 or over - 5 or wider) USE: AX 10 �# MEMBER =H-3 R. BM, AT BDRM, SHORT LL DURATION SPAN L= 7.00 ft TRIBUTARY T= 7.00 ft W(DL)= 14.00 psf W(LL)= 16.00 psf LINE LOAD W= 210.00 plf P1 = 1125.00 lb Left= 4.00 ft Right= 3.00 ft REACTIONS V1= 1217.14 lb V2= 1377.86 lb A req. = 17.97 in-2 S req. = 23.55 in"3C� 31 1 3s a I)J' I req. = 47.27 in"4 GRADE = DF1(4 or over - 5 or wider) USE: Ap DATE Job No. �� POPA ENGINEERS Inc. e..gn y .\rpt/ STRUCTURAL•ENCINEERING CONSULTANTS Chk'd8y Golden Valley Office Center•2542 S.Bascom A".-CanVben,CA 95008 Phone:(400)559.4202 Suite 102 Fax:(408)559-3628 OI MEMBER= 2 nr. +� 7n FTn�R JOT STS PT 1F" o.0 EVI T� 4./6� �� CROSS SECTION A= 16.87 in"2 SECTION MODULUS S= 31.64 in-3 MOMENT OF INERTIA I= 177.97 in-4 TRIBUTARY T= 1.33 ft. DEAD LOAD W(dl) = 10.00 psf LIVE LOAD W(11) = 40.00 psf mAx. SPAN (shear) = 33.99 ft, MA}:. SPAN (moment) = 21.45 ft. -f MAx. SPAN (deflection)= 19.88 ft. USE= -9- �6_ /"174X• P7'i/J 00 1?f fi[l� .f�7_d')C r MEMBER =2X12 DF#2 2nd. FLR. JOISTS AT 16" o.c w/point load REPETITIVE MEMBER rum SPAN L= 15.00 ft TRIBUTARY T= 1.33 ft W(DL) = 10.00 psf W(LL)= 40.00 psf / LINE LOAD W= 66.50 plf Pi = 379.00 1 Left= 12.00 ft Right= 3.00 ft REACTIONS V1= 574.55 lb V2= 801.95 lb A req. = 12'.14 in"2 /ji S req. = 20.54 in"3 -K /�3 I req. = 83 .77 in-4 GRADE = DF2(2 to 4 - 5 or wider) USE: Q), , g_ MEMBER =F-1 2nd. FLR. ii - SPAN L= 16.00 An i TRIBUTARY T= 2 .00 �`' W(DL)= 10.00 l W(LL)= 40.00 LINE LOAD W= 100.00 Pi = 394 .00 Lef 10.50 ft Right= 5.50 ft REACTIONS 935. lb V2= 1058.56 lb A req. = 15.92 S req. = 42.00 C�7> t �� IIJ3 I req. = 157.51 GRADE = DF2 to 4 - 5 or wider) USE: OATS Job No. POPA ENGINEERS Inc. esign y .= STRUCTURAL-ENCINEERINCCONSULTANTS Ghk'_dB y Goldin Valky Office CenNr-2542 S.Bascom Ave.•Campbe8,CA95008 n -. Phone:(408)5594202 Suite 102 Fa:(408)55928 Of MEMBER =F-2 2nd. FLR. BM. 0%LIVING RM. ;FUI�E_ STA SEAN L- 12.00 ft Ws 10(14+16)4 (q*.1.5 + AY()D+40) ^_- /C?S pl-F LINE LOAD W= 1035.00 plf REACTIONS V1= 6210.00 lb V2= 6210.00 lb A req. = 51.75 in"2 S req. = 93.15 in-3 00 C44t1(J6F-1 I req. = 447.12 in"4 GRADE = GLB 24F USE: C^.1n 1A'F V4, DATE Job No. � POPA ENGINEERS Inc. esgn y \.e STRUCTURAL-ENGINEERING CONSULTANTS - Chk'd By Golden Valley Office Center•2542 S.Bascom Ave.•CarnpW.CA 95008 Phone:(408)559-4202 Suite 102 Fax:(408)559-3828 Of MEMBER:6-3/4 x. 11-1/4 GLU-LAM WESTERN SPECIE 24F-V4 DF/DF =F-3 FLOOR BEAM -------------------------------------- STRESS/DEFLECTION SPAN LENGTH = 10.0 ft ----------------- REACTION LEFT = 3825.0 lb fv=VQ/(Ib) = 75.56 psi REACTION RIGHT = 3825.0 lb fb=My/I = 805.93 psi MAX. MOMENT @ x= 5.0' = 9562.5 ft'lb Dmax @ x.= 5.0' = 0.119 in ALLOW. DEFLECTION L/360 = 0.333 in UNIFORM LOAD = 765.0 plf Fv'= Fv(Cd) = 165.0 psi Fb'= Fb(Cd•Cf*Cr'C1,Cv) = 2400.0 psi MOD. of ELASTICITY = 1800000 psi Cd=1.00, Cf=1.00, C1=1.000, Cv=1.000 SECTION IS ADEQUATE BY 118.38 CONTROLLING FACTOR: Shear ---------------------------------------------------------------------- MEMBER:6-3/4 x 11-1/4 GLU-LAM WESTERN SPECIE 24F-V4 DF/DF =F-4 FLOOR BEAM -------------------------------------- STRESS/DEFLECTION SPAN LENGTH = 15.0 ft ----------------- REACTION LEFT = 4957.5 lb fv=VQ/(Ib) = 97.93 psi REACTION RIGHT = 2917.5 lb fb=My/I = 1328.47 psi MAX. MOMENT @ x= 4.2' = 15762.6 ft`lb Dmax @ x= 7.0' = 0.424 in ALLOW. DEFLECTION L/360 = 0.500 inuU UNIFORM LOAD = 270.0 plf Cy024c �� // P at x= 3.5 ft = 3825.0 lb PIA/ f Fv'= Fv(Cd) = 165.0 psi Fb'= Fb(Cd*Cf*Cr'C1,Cv) = 2400.0 psi 341 MOD. of ELASTICITY = 1800000 psi (0 1iZ 3 Cd=1.00, Cf=1.00, C1=1.000, Cv=1.000 Z SECTION IS ADEQUATE BY 17.82 4 Z CONTROLLING FACTOR: Moment of Inertia (v.7i_xq,. ---------------------------------------------------------------------- MEMBER:6xl2 DF-L No. 1 =F-5 FLOOR BEAM -------------------------------------- STRESS/DEFLECTION SPAN LENGTH = 15.5 ft ----------------- REACTION LEFT = 2162.3 lb fv=VQ/(Ib) = 51.28 psi REACTION RIGHT = 2162.3 lb fb=My/I = 829.34 psi MAX. MOMENT @ x= 7.7' = 8378.4 ft*lb Dmax @ x= 7.7' = 0.325 in ALLOW. DEFLECTION L/360 = 0.517 in UNIFORM LOAD = 279.0 plf Fv'= Fv(Cd) = 85.0 psi Fb'= Fb(Cd'Cf*Cr"C1,Cv) = 1350.0 psi MOD. of ELASTICITY = 1600000 psi Cd=1.00, Cf=1.00, C1=1.000, Cv=1.000 SECTION IS ADEQUATE BY 59.04 E CONTROLLING FACTOR: Moment of Inertia --------------------------------------------------------------------- MEMBER =H-4 HDR. BM. AT OFFICE �EVI�� TG FFG �L► SPAN L= 4 .00 ft TRIBUTARY T= 16.00 ft W(DL)= 10.00 psf W(LL)= 40.00 psf LINE LOAD W= 800.00 plf REACTIONS V1= 1600.00 lb V2= 1600.00 lb A req. 21.18 in-2 S req. = 14.77 in-3 -V (X-r5z) X0.1 IA3 I req. = 13.55 in^4 GRADE = DF1(4 or over - 5 or wider) USE: l x {Q # MEMBER =H-c; HDR- BM. AT OFFICE r � 1 SPAN L= 7.00 ftz sf( .4+/6) , j .��+ LIOtsao) � tJGJp( LINE LOAD W= 490.00 plf REACTIONS V1= 1715.00 lb V2= 1715.00 lb A req. = 25.94 in^2 �,1 S req. = 27.70 in"3 -0 L/-755) I req. = 44.49 in-4 GRADE = DF1(4 or over - 5 or wider) USE: Ax DATE Job No. POPA ENGINEERS Inc. esgn y ,= STRUCTURAL-ENGINEERINGCONSULTANTS - - Chk'd By Golden Valley 015ce Center•2542S.Bascom Ave.•CanVW.CA95008 Phone:(408)5594202 Suite 102 Fu(408)559-3829 Of FLOOR: /$ TRANSVERSE AXIS Redundancy/Reliability Factor Shear Wall L.„,I L.2 L.,,,,s L.4 L.6 L.t.W L•mb a r, No. (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) 1 11 0 0 0 11 7 14 0.45 2 6 6 0 0 12 7 14 0.42 r.—= 0.45 AB= 444 ft' p= 1 (1<p<1.5) LONGITUDINAL AXIS Redundancy/Reliability Factor Shear Wall L„1 L.2 L„3 Lw4 L,,,,6 L,,,t ,l L tib b r� No. (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) A 6 6 6 27 0.37 B 5.5 5.5 13.5 27 0.91 C 5 5 10 7.5 27 0.28 V= �2. S c4. dl rmax= 0.91 /.4 lk— A6= 444 ft P= 1 (1<p<1.5) a c�rYSERU• (Na.�. 4� x 1.4 FLOOR: 1 TRANSVERSE AXIS Redundancy/Reliability Factor Shear Wall L„,, L.2 L„3 Lw4 L.6 L.t.Ul Leib a r, No. (11) (11) (ft) (11) (11) (1t) (ft) (ft) 3 4 4 5 5 0 18 7 14 0.28 4 14 0 0 14 7 14 0.36 rm.,= 0.36 A,,= 444 ft' p= 1 (1<p<1.5) LONGITUDINAL AXIS Redundancy/Reliability Factor Shear Wall LW1 L,,,2 L.3 L.4 L.6 Lt.W L.Mb b r, No. (ft) (ft) (ft) (ft) (11) (11) (ft) 1111 D 16 16 7.5 30 0.16 E 10 10 15 30 0.50 F 7.5 7.5 7.5 30 0.33 rm.,= 0.5 A.= 444 ftZ p= 1 (1<p<1.5) -7" s_un M-70 Jar 35STS 30 GG� Fs.R �� - -3qo-40 5400Go VPSti /1,v .3-0.40 1,D ti �zzZ # ..- DATE - Job NO. . . POPA ENGINEERS Inc - ----n y P C _.:STRUCTURAL*ENGINEERING CONSULTANTS. Chk'd By. GoldenVaney Or"Center•2542 S.Ra=mAve.•Canpbel.CA95008 .. Phe:(409)559-4202 - Suite 102 Fu(408)559-3628 OI Phone: -o 3) (A.� 4q 62 4� G�o�E2us� . 4�(oG/S�• ti l�� P1� L L(sE ,• (3��vu�D GDX WIgd Q �'G E o E /Q e -F,00 .Z-.ax 4 -roP P1pq7a -S-1;AacE42 -OanNJTg� 0 S o y c� N�ax . vX10-Jad Err ovE F= DATE. - Job No. •POPA ENGINEERS Inc. ergo y .( -STRUCTURAL•ENCINEERINGCONSULTANTS. + •-•+• •- Chk'd By Golden Valley Oflke Center.2542 S.Bascom Ave.•Carnpbe6.CA 95ma - - Phone:(406)559<202 sate tot Fac(406)559-x26 of Q � o Bim. BMA,00. vSTER Bvw HALL sep-o� DATE Job NO. = pe "'POPA ENGINEERS Inc. —U-gngy _.STRUCTURAL-ENCINEEPJNC CONSULTANTS Chk'd By Golden Valley Office Cenler-2542 S.Bascom Ave.-CanvbK CA 05008 Phone:(408)559-4202 Wt.102 Fmc(408)559-3628 Of 2- IJ1J. -�7-�. �I>�-F�-►R�G M ��is N CJD/O d0 4-9- ELF -qjO P_L-11- / y --5:- a1, ;�22 - -i-1 x 4 -roP 061 o11/1.°e- P-Ax, \Xlllo ,)6d f opt P Job No. DATE POPAL'ENENGINERIEERS Inc. esgn y. , PC- ST - RUCTURACINENGCONSULTANTS <.. - •--»-- -• •— Chk'd By Goldin Valley Office Center•2512 S.Baa M Ave.•Carnpbe6•CA 95006. p,lom;(408)559-4202 Wes 102 F=(108)559-3628 OI VMJLLI lla-A Q) 17 O FIMLY o7•M's I_ � � T FGRGN DATE - Job No. POPA ENGINEERS Inc. espn y ,�p C _.STRUCTURAL'ENGINEERINGCONSULUNTS --•- -- - -- - Chk'd By Golden Valley Office Center•2542 S.Bascom Ave.•Campbell,CA 95M --• - _ - _. _ _ .. Phone:(408)556-4202 Suite 1012 Fec(408)55"628 DI .v -7Co Cpl 4 - = ZyJ��# rb ,5 R6zi sz�� by r �x%s7 � , z � �—— 77 Z 14(77t r .. - Job No. POPA ENGINEERS Inc. =_.STRUCTURAL•ENGINEERINCCONSULTANTSGolden Vaky Office Center•2542 S.Bascom Ave.•Campbell.CA95008 Phone:(408)559.4202 SWk 102 Fac(408)559-3028 OI i r v I 3 GF.ILC a P/J9LYFT W 1�6 I n To 0 i • erns ' I i ►cwcN i 1 .._ DATE - - Job No. Cn ,POPA ENGINEE0 "C S nc. esgn y r'C�_ STRUCTURAL'ENGINEERINGCONSULTANTS ..- •- - - - Chk'd BY GoldenVaCay Office Center•2542 S.Ba=m Aw.•CampbeC.CA 95W5 Phone:(408)5594202 Sulk 102 Parc(408)559-3525 OI ' OVERTURNING Adjustment T"=C=V'h1 -Ll•[1!3 w(dl)] stacked Adiusted Wall I V I h1 L1 I I;3 w(dq T=C I wall I T_C I HD's plf I ft I ft ( plf I Ib I Ib I lb l�d4! o A t,457 57 b7 I MST 3y 9 o I a s /r21 I I I r1S'T 7 I I I I ! I I M T 7 47 o I MST 37 I I I I I I I i i I I I4�r/Z.o I ci 50X15 I IMo — I /4-6) I A17-7 Z't3 5,01 ,4S I 1,r.o i — 4�3 q o. /&�✓d'o I - I �G M7T � • ��.o ?��.o I�T7- z�r,3 TT �- MZd'I3 I I I I i once _ Iaoo Na POPA ENGINEERS Inc. OesSney ,\rSTRUCTURAL ENGINEERINGCONSULTAN75 — Chk'd sy Golden Valley CmCenter•2542 S.S—MAm•CamPbe4 CA 73008 phone:(408)5594202 Suite 702 Fu(408)557•:828 Of ca) Cu) Ct) T m � OA7E Job No. . �]� POPA ENGINEERS Inc. ezgn y ,C -�STRUCTURAL•ENGINEERINGGONSULTANIS..,- - - - - Chk'd By Golden Valley OBce Center•2542 S.Bascom Ave.•Campbd.CA 85008 . Phone:(400)558-4202 - sut.102 Fac(408)559.7828 Of L I N E L O A D T O F O U N D A T 1 O N S Line load from: plf Line Total Roof 2-nd floor Gr. floor Walls 9--10 I 360 -3 -5- A00 -� ).Q C) -7 70 A57 A-S )50 ACO Z X70 I 30 7 70 451 6-7 37 A /.3S 05 7-1 ,� -4 ( gf�J 'Q Gi 52 GOvc�21J 1 i I I ! I I I I I I i I i I 1 GATE .lob No. POPA ENGINEERS Inc. eaig-By PC STRUCTU PALE NO N EERINGCONSULTANTS C,,,olly Golden"-`"-T`e m Center•2542S.6as=MA".•Capbell.CA95008 Phone:(408)559-4202 EX:1 Smte 102 Fu:(408)559.7618 t eoNe,=SS60 P-�' @ 35�' DAPS �0 STEFl = G2+AtiE X10 A uT, d 444 %4 ° v lie Ir HIM, SF,4NrN4 G,+Pf4GrT`f MlAf. rym-ra /&RiNG C4 X•6 7 W'7760)1(gSQt 350) �- DATE Job No. POPA ENGINEERS Inc. wren y \r `�� STRUCTURAL ENGINEERING CONSULTANTS ChtZdBy Golden Valley Once Center•2542 S.Bac mAve.•CwpW.CA 9500 Phme:(408)5594202 Supe 102 Fax(40S)559-0028 Of U)= 30 IA5" ASe 6, 5' P, ti 1,33 J0000 4 � 3 PI1 - /.53 W/0f10�kt -� - 2•S(gss) ASCO � �. 4- _ �� d°2�i= /�0✓�J L'y �l ria .-id'd � r DATE POPA ENGINEERS Inc. Job No. esign By P C STRUCTURAL ENGINEERING CQNSULTANTS Chk'd By Golden Valley Office Cener-2542 S.Bascom Ave.•Campbell,CA eS008 PhOW(408)5594202 SLiL 102 'Fax:(408)55"628 Of Y 1 Corlrlo11Tl or comPLIANCS. RESIDENTIAL e 1 CY-IR 1 ; " �' 111m1 T I�P.Iw r 11 a lrrlll� mllw 1 6�6) a•' 1 Pro�ser Addre .... . wEST RMS • ADDITION Dar.. 07112/9, 14,40142 6 NERAL NO=# Promac u 1071 TUSCANY PL. •�••••, TT'^" CUPSATIMO, CA. ,1/� Dom ntation Author_ . DAVID W. KNIGHT ••••••• Du3T�PeTi[i 1 o��r� `�G n ,rv,ts r•��Er.r�,�pa W � �1 � . � /p O' 1 2J Montuey Energy Group 1. PrW♦Wr. VERIFY 1M1fFy. III.t f v 1 VrV IN ALL +slum s" N'•G 227 Forest Ave., Suits 5 as Chock I Data n Pacificp�ova, CA 93950 x31.372-A32w . ec ROOMS AND 0 A POINT CENTRALLY LOCATED OUTSIDE EACH I Climate Zona.... . . . . . . . 04 - �2' - f+ compliance Method. . . . . . MICROPAS, vS.00 for 1999 4CatMdards by Enateomp, Inc, 5LEEPIN6 ROOM. - { - - -IV 4 MICROPASS VS.00 File•WIST3 14th-CTZ04s92 Program•POAN CY-19 / 4 Usero•Mf0113 User-Monterey Energy Group Run•N-30R a•13 11N R•oBE 2P a 2. ALL YVORK TO COMPLY WIT1'i CURRENT UNIFORM BUII.DM6, � `� ;� V GSNEAAL INFORMATION PLUMaIN(SPs MEGHANCAL AND NATIONAL EL.EGTRiCAL GORE Conditioned Floor Area. . . . . 2165 at 199 A15 EDITION5. 4 . . . .. Bingle Family Detached ; 1'.. Building Type. .. N \ N. +� Construction Type New Q Building front Orientation. front Facing 38 deg INS) fa Number of Dwelling Unite... 1 9. ALL RECESSED CAN LI6HT5 N N5UL.ATED CEILING TO BE I.G. Number of Stories. . .. . . . . , . 2 V Floor Construction Type. . . . slab On Grade ZERO CLEARANCE• Glazing Percentage.. . , . . . .. 19.1 1 of floor area f �) Average Glasing •value. . .. 0.6 Btu/br-of-P Average Glazing SHOC. . . . . . . 0.7 1'SURFACE MATER SHALL BE DRAINED AWAY FROM FOUNDATIONS. •�- `" ' BUILDING $HELL INSULATION PROVIDE A-MN. 22 0/4" PER FOOT FOR A MINIMUM OF 5 . I Component frame Cavity Sheathing Total Assembly A•value R-value R-value U-value Location/Coweints _ - r M f wall wood R-13 R-0 R•13 0.081 _ (� t �nf�IQtI / �'- wall wood R-31 R-0 R-31 0.098 PI �OJB+GT DATA • ! `, ��• Root wood R-30 R-0 R-30 O.OSS `i Door n/A R-0 R-n/a R-0 0.330 Solid wood I I floor wood R-0 R-0 R•0 0.231 SlabEdge n/a R•0 R-n/a F2.0.900 To Outside ( 1 SlabZdge n/a R-O R-n/a ?2.0.720 To Outside SlabEdge n/a R-0 R-n/a f2.0.5SD -- ---- - -- -- - --- -- e SITE DESCRIPTIONr. FENESTRATION Oy RS; Ms. Ardith M. Wept. 1 tS } ! SIL Wel, � ! Over- Area ver P>►ulf 1111 Area U- Interior Exterior lung/ ADDRESS: 1021 TUA44N MW4+ I Orientation (at) Value SHOC Shading Shading fins 17 IL , Cupertino, CA 99014 '` f ._. ..._. ._ \ q �(,�i�!� i window Front INET 144.0 0.600 0.700 Standard Standard None 1 window Left ISE) 81.5 0.600 0.700 Standard Standard None Window Back (SNI 183.2 0.600 0.700 Standard Standard None APN; Window Right INN) 62.0 0.600 0.700 Standard Standard None ptr�DlTf�rl "- I l � 1 Mr, CERTIFICATE ZONiNb: l lt♦ ACCORbANC�WIYN p{Ipll� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-IR t 1 ,,qtr g Ale TYPE OF M',ON5TRUGTION: V - N I , ClIP1 Ilib Project Title. . . .. . .. .. WEST RES . ADDITION Date, .07/12/19 16:40142 MICROPASS vS.00 File-WEST3 Nth-CTZ04392 Program-FOAM CF-1R OCZWANGY (5ROUP: RESIDENTIAL (R-3) P ._-_- (� ) �'�p1�4/f/ Ym'f �(,ii1�"r <)P j {;`�•Aclf- 1 Ueera-MP0113 User•Mon[eray Energy Group Run-1.30 R-13 1114 R-0$E 2P C - vn I / • LOT AREA � 1 htEU , .rl 'p"J t:a die un' SLAB SURFACES LOT DIMENSION: 86' +/- M 100' 3 phis SA o ff� 0 fl a,.l DIMS o 1Q121{Otts Area 6RO% AREA: 8,430 +/- 50, Ft. k p r'",,n�09 of Slab Type (at) NET AREA: 8,430 a/' Sq. Ft. n �S7 - AN lat�1 n 3Y.4 ?i11 ¢ rt`,SSIOn Eton Standard Slab 1331 !' �- th1f Vli'` 11.:4111 CUPOM". 4 qry sdrad ` (1a �,tv Cl cilict►a�s HVAC SYSTEMS AVERAGE SLOPE: 3% _ 11 s l - 011' �U4II �) l�f I and 10 bt so Minimum Duct Duct Tasted Duct ACG Thermostat ` N 1113 o'lelil',•ry� t11111 P0;H11t Of Equipment Type Efficiency Location R-value Leakage Manual D Type • LOT COVERAGE: t , ,JAS i` any PI ^' R•4.2 No No Setback MAXIMUM ALLONMBLE, 40% OF LOT AREA 3,312 S.F. $bnq 1119 1i.jmiat Furnace 0.800 AFUE Attic 9GQM$ll1 01 ACSplit 10.00 SEER Attic R-4.2 No No Setback 0,400 to of 1A EXISTIN6 HOUSE FOOTPRINT + (5ARA6E RE 4 wMWATER HEATING SYSTEMS 1,TIS S.F. 4 '1'15 5.FA 1,652 5.F. Number Tank External PROPOSED HOUSE FOOTPRINT 4 6ARAISE _ ' ZI E' -T in Energy Sire Insulation , Tank Type Heater Type Distribution Type System Factor (gal) R-value 1,454 S.F 4 115 S.F.= 2,229 S.F. = 28.4% A t, • ~' I n- Water Neater to most minimum CEC Standards R�1Aax$ • FLOOR AREA: (�. ) I1u} © h-d J b 19 MAX. ALLOWABLE: 3,193 5q.Ft, 45% OP NET LOT AREA +�$ C1-6R AND INSULATION CERTIFICATE TO 89 POSTED ON JOB. MAX. BLDG. HT. : 28' PROPOSED FAR: '101,00196 HOUSE 2nd STORY 6ARA&E TOTAL .1 OFFICE COP i EXISTING HOUSE: 1,071 S.F. 448 SY 175 S.F. 2,806 S.F I (ltd 1 (•I A L(G '1 � t�� , �" PROPOSED HOUSE 1,454 S.F. 1�"gF 17s S.F. 3,11�S.F. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R I ADDITION: �1 $.F ��. g' O 5.F. 612 SP (�E'� r LAID 0� Project Title., . . . .. .. . WEST R88 • ADDITION Date. .07/12/99 36140:42 a SET BACKS: MICROPASS vS.00 File-NESIT3 Nth-CTZ04S92 Program-►ORM CP-1R i FRONT REAR SIDE ! ` a '` ,; ► 1 Uur4-MP0113 IIear•Monterey Energy Group Run•R-30R R•13 lies R-OSS 2P G REWRED tsi 4 2nd 20' t 25' 2074 25' 10'110' A � \�`� '/N COMPLIANCE STATEMEN! I EXISTING 10'-3" 25' Stnin ( o1,/ PROPOSED NO GMAN6E n0 Gilld4CaE 11-b" I i '� c This certificate of compliance lists the building features and performance I f ! j *, specifications needed to comply with Title-24, Parts 1 and 6 of the _ 1 + 1, C California Code of Regulations, and the administrative regulations to - gguu implement than. This certificate has been dgltad by the individual with , W overall design single .Ability. When this built in of compliance sis , SCOPE OF Y40RK � submitted for a single building plea to W built in sultlpls orientations, i I I i i any Ing Assumptions feature that is ver ed is indicated in the Special Features - Modeling /usumptions eeetion. � _ , . . :..».'_ i � ,/ n_/ , DESIGNER or OWNER DOCUMENTATION AUMOR �+i, CQ�(j• I I i s., / Ik �Name. . . . MAX ROGERS Name.... DAVID N. XNIGHT THE WORK UNDER THESE GON5TRUGTION DOCUMENTS CONSISTS ;OP Company. MAX ROGERS DESIGN Company. Monterey Energy Group 7n•1 +� Addreas. 943 DOREL DR. AddreaY: 227 Forest Ave., Suite 5 ADDING AREA ON TO THE FIRST FLOOR, OP , M1 S.F. AND ADDIN6 A, ) SAN JOSS, CA. 95132 Pacific Grow, CA 93950 SMALL AREA TO THE EXISTING SECOND STORY, OP i81rS.F. ..-"--- Phone.. . (404) 2S4 9S Phone... 831-372-6328 , License. THE EXISTING KITCHEN IS TO Be REMODELED, THE LXISTINd BATHROOMS i -,� l bl�a / o , ljl.l i2 /`f /�P Signed.. ,jv •:c Signed.. /� •r3. 3/r�lmi ARE TO BE RENOVATED 4 WMR INTERIOR WALLS ARE TO' BE MODIFIED -1 ("to) OR ELIMINATED, NEW LI6HTIN6, RE-PIPING TO COPER 4 NEW PAU, W1 AX, 4 „� / I �O(L jC{��T! S. I MUIFGR ENCY NEW WOOD WINDOW'., AS PER PLAN THROUGHOUT HOUSE. � V 1 � •"' Cartltlod Basil? AIaM► yet Agency. .. Al o.4A0e t l" I`! �t°'O° C I ! 21" 1/�� y s •� '�' , ' + Phone. . rw C A 0 L C ' Signa. , 6m e � ,Des:�,, ,. , PROJECT DIRECTORY twill pill IJ 00 MUM OWNERS: me. /IRDn M. r"T Msvm*.rmdadel uaano4 at>tm m a$WWI w mum eoreem mem meows m,.0 a1 mMamle�mee iw�o IOZI T11SGJ�NY PLACE �j�� m*", same m«k"eA1 w mrea l7 a.M M egaeeew a owe'w�mem ames•w aee«mmre ee+t95w. � , � � A rI J_/°)- 29 • O I I s- Conedrre. vow Nb mrm- w lwelvar.a� t to emoo d . � w r GIIPERTINO, GA. X15014 - .-. .- W&V ima ihimlon hr mmomm OWAM a* (406)(406) 845.3442 ,� _ . __m_ (� �- • __---ar._. ;. ......:yam_'._. _. •__--_- {.� ., -_ -• �i rtn,awid"Nom " OErfB4ER ENFORCEMENT OM16NER: MAX RO&ERS 150(a): eelan•sm R•19 CW4 frud*e*m V- --_. 1M01*t ,name r•eulAm evmaaaser*1elada aaAm. r- - 943 DOM DRIVE 1wlq: Mk~R•13wdeedMomfna- Mm a (some na eplq m•meso mea weml. -�- SAN .IO�.JE, GA 9'3131 txlal MaYa+um A t7 reimd Moa 6 e dMan ti lrrea ben;n.er•.m RJ (406) 254-0983 / A MI.lwwramNham -y- no 1 / /�- tNl(I►: BEA eeP Y1eMdon wens se*aPeo1 res ro PMr em 0.7%.van 1 /V, /`Jr` I __..... .. .1°i°a°: ftamea ivaneevimiuMmmo mcCdW*Paarcawlwalomwwr 0 PONAId - ^" ENGINEER: POPA ENGINEERS - ' maldwe•.Ydram lyse w bmf -Y- imm rommdonf4odro*,EslrwrDo"&W 1542 SOUTH BASC.OM AVE. ; a DoaeYeltrew *00�wa: WN*sawn axdeard w e oollssree mew nap wa �- SUITE 101 t a .K 1 ,,.' e imawl,rnom.wm,aonaMawmmlmmomsaeM+awr'.mnumra ( CAMPBELL, GA x15008 , uadlm..d edrwem aasksebm. �, 406 5544202 f , t Fxm' Dwsw.edmm.erwm'kvmd: ( ) d)mee sd Pn*reeoro rat"ala mded II . 1 . veva erlwe mrdsorybCMw7aw 14wteard/. _WA_ -- - j V I9D14: IOemel in�eea111amr MMd"b , BUILDER: T.B.A. in"vMl ill awn Cansduba sumsw• -WA- ISM# 6w a- - d nevlm•m•11 1 -me Ga AOMta om w 0r UP _WA_ II{ 1. mamm ywbdaN Mer"W"here - 1 .w.e 7� L OPUM lnmd a yam door _ //eZ , a 0mmme Yr Yeie wdldemea rd amM _WA �- -.., ..»-., _,.. ,......,,_;.,.v».-.....__._........_.....w..- - t M.w aemmawooled .WA_ �� I '.w.•..w.,.+-w..ar...u,w,•w.-•aw.•+..r.....w. «.-v _...r«..- .....,....�_.-..._-..�..,-+„-...n..--r.+-+r+.+-«••..-•- r .i 1 He sslam,oue k"ems awe domed -WA_ I Tfib Alia • ! t1G17: M/AOaPdPlwiwMrlumate"a•AaOmW 1 1 1roi4 sateda°FwmeMwC° daoMkrammreegmrmm+ -Y- TITLE-24• MONTEREY ENERGY GROUP �' �" 611 P"wv�YM(lImMwdmerep•lris«Isd+gadaM r- "'-' 11'1 FOREST AVE. SUITE "W - wwrrft)MoImes"MOlMPl.l2avmrlaanbvd PACIFIC 6ROVE. CA. �50 ! LU LU L Idelbrhr, ' bmdlsmn MA•14afwoow), 2. ndIhdofIsa.do"I*w"n«wwe."NOOON" ON -v- (408) 3'12-8528 W^"d n• v+wn. 1/aMrooaarvosedP"bwWdWmW, 1swimsofhmwan*Morn. ! t 4. CoAgsrms1 OOVbelow SOF tneam" GOVERNMENT: CITY OF GUPERTNO . L PWq NO MM b$MM M04 eoaa w ldllam ha res leld� s IMO 0*Dim w Faro r- �. ! 10300 TORRE AVE. • , 1. Duo mweM.MWdwmbabmleMvlelUNcseAme101.1 I 1r w e0x a11me elmdsMe m e msaem•m lamesea*mem d M2 r ems eabeee M GUPRTINO, C.A. 95014 wWpwuwerlslwmd*Pot -�-- -- (408) TT1-53081 TM-5219 2 Em,1...melaemmlwreM.mt,B«eArmmlm.em,r. APR 2 0 2000 tQj 10nmsrvem/A1BWmNrw*YgmlmlaMleeahveeMraarmmba _ - , W*00"milk mrmrM wa+w a.lsra _ 111: Pod ad/M Nems*amm eM E4UPrma 1.sTwmbob""M n%,wmW 111, WAOMIrh wedwam aearmagYlmrlmemlm."wounwMrloer+ewe/wroMmMm• mol.. �.. -._ _.1 _ __ . __.._ . ..---�_. --- ---....._ . ._ ..� . _- ---._._�.._._._..______.�.._.__._..-__...y.__�..__ ...,._ _ �� i �-----_- L "Am Im"M ash aNWlfl•Poe,eMrnNew dhear IWka"owN** _-H'A._, 3a. PO�al nl hien Ix milliftef«r1mr MmmairwewY Imoma Mmmdw _MuMANIOX"a m / 1 , ''' f� 1-4 or c "^ 11,: Ge•esd wed ansa,Mom NeMr,*P hems a 11med,1ld oaaeq 3. .��,ImIMa(/aa IMN•'� 5r tf mmrmce h m ro eadsmamry ko"Peel WC mmmesmm Nmh "w4a ae"spvarla Mesd41109%04 1 IOMwrAmaafemrblrwdklr9Yeadwrwrmne (I � 1 I rmwerd*eMeramwmMeearoMewlCprlidmm+Meormmea. -v.� .....- ' 1MweaJmmrrylM! ,j aI . 1r'A I►I�et.,l , 1 l 1 W .. . -'�' - ,-:,:.w res.:. ,-. } • .ri r C.. ! - :. . . .. "`.. ,.. i ... 1 ... S ._k. @ 'r .. .,.f .i'•1eYmi4 s;t"9 -.,........„yew-e.p< R,,,. ,-... '1 :. _ -, _.... ;:: ....'.. .,.. ...: - _ ....• I '77 11 1 2i T I 31 I 41 I 51 ITI�61 1 2 3 4 5 6 7 8 9 10 11 12 13 14. 15 l 4 t � 7 k si, • .. D-STM 1 >, 4 � Q 9 < t =5. t , i t 97.33 STC \ N89 '59 ' W 62. 85 ' \�y9r, � 97.34 ,y� � /89 '59 ' 00"W/89 '59 ' 00"W \18. 46 ' FD-+ '��`��• 4r, `� \ �T�e J Atr + 97.56 .9 rtr �� s6 ,`8. 00 , ` ♦ � 1 . 7 0 t 99.54 97.87 S� •� \ C Old t 97. 16 \iC �3 .b 99.42 f ♦�D� f + 49,42 + 99.27 \ C + 98.96 9�11OLa yy � r t 99.74 99.30 _ O/tJj� ' 10 1.41 97.01 x 1 54' } TC 99. 0 99.71 6" a 'I+ 97.of; T" 100.03 \ , \ + 101.96 BENCHMARK \ v l \\ I 99.71 n 101,6d8" / T" 99.32 / ♦ } 1021 TUSCANY PLACE tlj 4 CUPERTINO, CALIFORNIA LOT 8 AS SHOWN ON THE MAP FILED IN BOOK 375 OF MAPS AT PAGE 13, RECORDS r4. \ \9OF SANTA CLARA COUNTY, CALIFORNIA. FIELD WORK WAS COMPLETED ON ® � : \ 1 �+fT0� .6S � , �O2I TU�JCiANY PLACE 98 / SEPTEMBER 9. 1999 BY JOSEPH WARD OF WARD SURVEYING, SANTA CRUZ, , \ .99 CALIFORNIA, + 101.73 / / / MEASUREMENTS: SHOWN IN FEET AND DECIMALS THEREOF (100. 48) . 99.47 'BB BENCHMARK ELEVATION FOR THIS SURVEY IS AN ASSUMED HEIGHT OF 100. 0 ON \ / THE FRONT DOOR THRESHOLD AS INDICATED . \ USERS OF THIS MAP ARE ADVISED TO CONTACT THE PREPARER TO BE SURE THERE ARE NO PERTINENT REVISIONS TO THE COPY THAT HE OR SHE HAS OBTAINED. >! a \0 + 701.53 / REFER TO CURRENT TITLE REPORT FOR ANY EASEMENTS OR OTHER \9�� T" / / / / ENCUMBRANCES UPON THIS PROPERTY. `. Ori ._ . � / / V / � r'•.w.� t BW BOTTOM OF WALL 0' CP SURVEY CONTROL POINT FO FOUND ' \ J�� STM SURVEY MONUMENT ` / TC TOP OF CURB TW TOPELD OFOWALL- THIS MAP WAS PREPARED UNDER MY DIRECTION TO THE NORMAL STANDARDS OF CARE OF PROFESSIONAL LAND SURVEYORS IN THE STATE OF CALIFORNIA: \ / MATTHEW D. WARD P. L . S. 6235 \ / LICENSE FEE RENEWAL DATE: 03-31-02 NOTE; NOT A'BOUNDARY SURVEY, \ 'LINES ARE - AS, SHOWN ` ON THE TRACTTUMAP., 1�NO ;i SL9` OB # gg24q �0 ATE q 14 qq Q 0 / DRAWN JW • . No . 6235 \ ✓ RENEWAL DATE SCALE I"- 8' • + � � 03-3f-02 Q� SHEET , • 1 OF OF MEMBER CUA Acm S NT � of ' CALIFORNIA LAND AMERICAN CONGRESS ON r SURVEYORS ASSOCIATION SURVEYING AND MAPPING s It41rt+ ,i,.:.„s...r..n�. ..r.a. a ,. ,,. .-:.mow.,.: .• s:,. . . . .. .. ,. ,. _ • ..: . _rT I 1 21 m 31 I T 41 I 51 ��1�81 8 I 11 21 3 4 5 6 7 8 9 101 i t l 121 131 14, 15 i ti I ' lti Q v !4 f l � 1 1 Mit 1„ � ^ � •4 n•} I lie 54'2 Z UJ d ^� -- 12'4 12'4 14' Q- AIBJ � b I 3430 vwwb �Qfn16.i4 �(� 1,A�Iq{a l(� • .,. ,t KITCHEN 1 FAMILY3`t 1S7 r 164 R 1 a-- DW b I `' / U 1 r t i rl REMOVE (E) xea WALL TYPICAL 11, iq o o 14 � 2Nd 204 s a5 1 L V OFFICE ( m BATH DINING , �- ,4,s sao Q !! 13'4 X 141 I11 ° ; 1 ° �U 12' X 14'4 Q x sow . QJ w I ° PORCH 1T ; 1T2 "46 KITCHEN ! . i 10, I11� �� X 1 18; ;14 ;221 # bARAbE FAMILY `" w uv 524x 224 15'2 X 18'4 1568 3068 �a 11 Q Lj I Ed 10 F� l..L } LIVING AREA t!1 q„ X b,q I 5 6 w 10,-1 sq ft m rp , ,. 10 11 I 1 22 LIVINGS l 66 20'2 15' I 2 L'AT�t 30 ,� W u - 1.011 i � t 13 `A5 BUILT I$ DEMO FIRST FLOOR 1/5 - 1 -O "'"� ENTRY 306 N 4 a 14�i 5'5 I o� Y , 2868 _ 2104- 21060 -- - - 24 26,- - TEl ry TEMP I O 2b _ 30681052 11ps 102. - L14 , p PORCH W �/ *� c 1 o # KE I 1` OTL5 111 m 25 4 X 5 1. NEN GAS PRE-FAB, 8. NEW DOOR VERIFY 16. NEW 36" GAS 25. REPLACE (E) STYLE WITH OWNER.. COOKTOP. VERIFY ZERO CLEARANCE DOOR w/ NEW FIREPLACE BY USE TEMPERED GLASS MFG. W/ OWNER. 1 3/8" SOLID MAJESTIC w/IGBO t PROVIDE WEATHER REPLACEGE5 GORE w/ AUTO N , USE MODEL 5H48 STRIPING. ELECTRIC CLOSER t W.S. '10 SuperHEARTH, OR VERIFY STYLE w/ EQUAL. INSTALL AS q. NEW ENTRY DOOR t 11. NEW DI5HWA5HER. OWNER. m m SIDE LT. 9Y9TEM, VERIFY MODEL. IW N GARAGE N ca PER MFG. SPECS. VERIFY 5TYLE WITH OWNER.. INSTALL PER 26. REPLACE (E) 32'4 X 22'9 2. HEARTH OWNER.. USE MFG. SPEC. FAU w/ A/G V t CONTRUCTION A5 PER TEMPERED OLA59 i VERIFY REQ'MTS O UBG SEC PROVIDE HEATHER. 18. NEW BASE w/ T-24 ENERGY O CABINETS VERIFY GALLS. 3. NEW WOOD MANTEL 10. RE-TEXTURE OR STYLE t GONFIG. W/ W/ GRANITE REPLACE (E) SHEET OWNER 2-I, ---- --- SURROUND, VERIFY w/ ROCK FINISH SMOTHt VERIFY/PROVIDE OMER PAINT. VERIFY COLOR 1q. NEW GRANITE SEISMIC STRAP t W/ OWNER COUNTER TOPS FOR W.H Q N �}- 4. NEW DUAL PANE THRUOUT KITCHEN w/ LIV INCA Al SEA �+-- V n INSULATED GLA55 11. REMOVE (E) FULL BULLN05E. 28. VERIFY THAT WOOD WINDOW TO CARPET i INSTALL NEW VERIFY w/ OWNER. FUEL BURNING 1454 94 ft REPLACE (E) HAPDV400P FLOOR. APPLIANCES IN ALUMINUM 56. INSTALL VERIFY TYPE t COLOR 20. NEW MICROWAVE GARAGE ARE INTO (E) R.O. w/ OWNER. OVEN. VERIFY EXACT INSTALLED OVER 3t; 31 OPENING. WDW5 LOCATION w/ OWNER 18' HT. PLATFORM ---- --- ^ REPRESENTED w/ (R) 12. REMOVE (E) ENTRY t COMBUSTION AIR ELEVATION. TILES t REPLACE w/ 21. NEW UPPER 15 PROVIDED g010 16010nl a NEW TILE, VERIFY TYPE CABINETS. VERIFY FROM TOP t 5. NEW WOOD D.G. COLOR, 517E i DOOR STYLE w/ BOTTOM AS � � BOW/BAY WINDOW BY PATTERN w/ OWNER.. OWNER REO'D. 3' g' 2' 16' 3' O ANDERSON. CONSTRUCT O/NEW 13. PEPLAGE (E) VINYL 22. REPLACE (E) 2q, PROVIDE NEW43 FOOTING i WALL. FLOOR W/NEW INTERIOR DOOR w/ STEEL BOLLARD i� 33' J � �` VERIFY R.O. w/ MFG. FLOORING. VERIFY w/ NEW RAISED PANEL TO PROTECT W.H. nL OWNER. WOOD DOOR.. VERIFY i FAU FROM GAR W ; 6. NEJM WOOD DG STYLE w/OWNER. IMPACT. O „'A SLIDING FRENCH 14. NEW 30" DBL. DOOR BY ANDERSON OVENS. VERIFY 23. REPLACE (E) 30. 4" MIN GONG, INSTALL INTO (E)R.O., MODEL w/ OWNER. TOILET , INTALL LOW SLAB/PAD FOR (R) (REPLACES (E)) FLOW TOILET w/ 1.6 A/C GONDENSOR S. a GAL PER FLUSH. UNIT . VERIFY 1. BEDROOM WINDOW 15. NEVI SLIMLINE OR REQUIREMENTS W/ N { TO COMPLY WITH UBC SUBZERO REFRIG. W/ 24, VERIFY/PROVVE MFG. Fs- - a 4� SEG. 310.4. (TYP.) PANELING TO MATCH 5/8" TYPE "X" GYPBD. CABINETS. VERIFY • COMMON WALL ' FOR SECONDARY BETWEEN GARAGE i 31• REPLACE (E) •4-1-1 � MEANS FOR MODEL w/OWNER t GARAGE DOOR w/ (� EMERGENCY EXIT INSTALLS PER MFG. LIVING SPACE NEW GARAGE REQUIREMENTS. SPECS. DOOR. USE 5 PANEL SECTIONAL. $; VERIFY STYLE w/ 0 �. INSTALL IN PROP05ED F i RST FLOOR 1 /5 = -o Zx SAME OPENING. a . Lu � �r � EXISTING 1 ,0107 S.F. PROP05ED 1 ,454 S.F. ADDITION 31 S.F. t - 1 5H EET r{ _. . .. JqY; �r r [, • .. l . - r.. PF. s •.. T.. ., ..l Y' Se n♦ £-. Y..n 5..,, ....r ,. x .,.. ... . r tir m:< 1 . . . . ... i. : .x ... . . r • 4 a� a'.. ., yµg ._.. g{ ..� ]y. } .._ D:... Y s.. ve. : st. a.♦ _ tl 3 :. .. M{^%...Yy_.�T q ,. r ... . ,> � ...i .a . : :. • : Y i .l !'kla �}. x. 4 � t$ � _£, f: a A. .. ..iy, . ... } VOW p, A Yp. y. tctt U nr5. yy . - .t t .h+`f r �•`xPi. a . �:>r"5�+�`i �.IP`x ,._"1.. yrc .. £. 1C . :� -s 6:..�*� 94AUa* .: . _a.... a. r .. y + ...... ;.:�4 ,. a .,�, A- t.4e #. Y. t. ,Yi:. iCt+.k....,�;1 �.�r"f.J,;:�Ek7g. € +Y•z:,,.�, :._.. , .- ..:. . „ �s'Tr..... .'1>>'$#> . •„ .. . . . ... ,,T. !"�ek'.ra.",,.,y•ss.'*,�"-"v.fi,, .rr,:-t1"?"`'q^"F.°€:E"`wP�#+1«,.,vr . .:.... !;s^.sPro'.y�4.� .p. pEe ..«E,..a.. .. ... .ear.., ti•.,,�cY 4"., .:: ,...... ,,.....- e'•1, ... . h�"" _}L "Y 1 Y ..`_ +'fr$i- E,+' T 1 1I 21 T I 31 I 41 I 51 �I�gI 1 2 3 4 5 6 7 8 9 10 111 12 I13 14, 15 , BMI t 6 -Ir, a fr _ 5012 ' a ll Qy. Q 13'6 11'6 5'4 514 14'6 Q- ` 7 d 7- 2640 -26 '0 W-*40 6040 3020 3020 60203119 � + j e�rxzOOM �' r 1 j 't (1 j X15' Z z t7' Z i ♦b r to j _. _.. . I j ,eA en B,kTHellLq� :T o MASTER.BORM =a ct' 7 ee �bep I lie 10'nn I 1 j r-I j, IBad REMOVE 1s BEDROOM BEDROOM ,.. . " I r ! Q ( 5' x 10' �U � HALL C.,.c:C WALL TYPICAL j 11'2 x 8'11 I �3; j51 b, 1310 x 112 a W fr ., R BATH u a �� 11 MASTER DORM 3; � r 91 , ;to < a b�• n moRoa-+ t .— X 10 N ,.. w NEW WALLS '.' 13'2 x 15'11 86 R ;s ,�: � -, (TYP) Q CLOSET �16,� - ,e x 3 46 668 4 , 2668 u 44•AA q It �n ia. �1 # 10 /gyp•_ l"� pJ wb - HALL _ 6`� � 3'10 x 4'q 0 141 26'4 x 4'8 a i [� Oh 50 8 til AS BUILT 4 DEMO UPPER FLOOR 1/8 = 1 -O � GbL�2ET,14, i14, 4 linen M 4 � _1 ry GL 210xZ 5 b �l 5'S x 3'41 0 `» BEDROOM Ws LOW is 13' x 10' ttl M , BATH 12' x d • L\10 ry j 1 1 CLOSETS _ I V , • 2 - © . ._. , , r ' r CLOSET • 12' 304+ �' 3040 3.-40 lQ � `15 � Lu ry 3,2 x 11 (V c`1721 ,n AL N V 1� 1 IGSY NOTES: q. PROVIDE SHaWERITUB 0 a 1. REMONE l REFACE (E) VALVES TO BE , , 1 1 'S '6 "` • ALUMIMUM S.GrIDW, w/ NEW PRE59URE/TEMP BALANCE. 1 2'11 3'b q 5 12 3 2 3 5 DG WOOD WDW BY (TYP) I rr ANDERSON. ADJJST (E) R.O. ].. a A5 REQ77. 10. PROVIDE SAFETY 2. NEW D.G. WOOD WINDOW GLAZING o TUB/SHOWER ! 50'2 (� 0 ENCLOSURE BY ANDERSON. VERIFY R.O. W1 MFG. 11, NFA HOOD FLOOK5 o HALL. VERIFY TYPE w/ 3. REPLACE (E) HOLLOW OWNER LIVINO AREA CORE DOOR w/ NEA L RAISED PANEL WOOD 12. NEA BATHROOM 1134 Sqr ft INTERIOR DOOR. CABINET w/ SMic VERIFY I CONFIG. w/ OWNER 4. NEA RAISED PANEL DOOR. VERIFY STYLE w/ 13. PROVIDE NEW TOILET OWNER, VERIFY COLOR AND STYLE u WITH OWNER. TOILET TO S" Q ` . HAVE 1.6 GALLON PER 5. RE-TEXTURE OR FLUSH MAX. DISCHARGE. REPLACE (E) SHEET ROCK FINISH SMOTH4 PAINT. 14. VERIFY CLOSET VERIFY COLOR W/ OWNER CONFIGURATION W/OWNER. PROPOSED UPPER FLOOR PLAN 1 /4 +1 1 O I1 I b. REPLACE (E) CARPET W/ 15. BEDROOM WINDOWS TO • NEW CARPET. VERIFY TYPE COMPLY w/ UBC SEG 310.4 {i t COLOR w/ OWNER. FOR EGRESS I` 1. PROVIDE NEW TILE m REQUIREMENTS a BATH. VERIFY COLOR i *•} 16. (E) ATTIC ACCESS PANEL STYLE w/ OWNER, 22' x 30" EXISTING 4148 S.F. PROPOSED 1 ,134 S.F. . >,L� � ADDITION 18� S.F. b. PROVIDE SURRAROUND TO GEILNG ® O NEW 3030 SKYLT OPENING �3 TUB OR SHOWER. VERIFY O ►s COLOR I STYLE w/ OWNER. tu Y Ul UJ 4-1 ilk 0 Q. • Y } f d N ( rrq � S .• } • r I , , � o • , , q 5HEET b4 4 x.. L 'iA ri.. e@ q d .. -. .y4"rv. JP9f•-.- g��.- .'Fh !'W.i.11 3..?Y 5'ADry a-. i.:.i..4 a- ..a... -..., F'.rr-'T .. ..__ ^—!^Y , MR'?R-_ �Y.. � Yrz y4.e r—� T 1-r T�T�j �T� c 2) I 31 I 41 I ,�I 7 BI �I 1 2 3 4 5 6 7 8 9 10 111 12 13 14, 15 r 1 I l ADvIT1 P4 1 NEW ROOFIN6 OVER _ I-- ESIM HOUSE.COVER WV NEW TREATED ., _ ... WOOD CEDAR 5HIN6LE5 BY FTX, INSTALL OVER 50LID 5HFATHIN6. 01 "o FELT t A5 PER MF6. SPECIFICATIONS NEW ft= CEFAR -T— i ( � i 60464.0 TO MATCH I AD.ACENT 5M. IN5TALL 0/ 2 LAYERS — - OF 6RAOE 17 PAPER ' FRONT ELEVATION CONDITION EXPOSED UNEXPOSED x, WALLS WALLS .4 r EXISTING 0 40 L.F. , IJ 1, PROPOSED 0 L.F. So L.F. W u"p , ciG¢E�c� .-- .L ,cel L lo ....... x 10 IV 4 � I �IEt.I Annl lo� O i o�hFi , ._ .. L Z COHIMNNEYr 0 VERIFYIPR40VVE 5FARK ARRESTOR ry 3 Ys• MAX. 6RID (Q L a 04) al Iw� lRlol ,- I h1t1L[A� hT�' l orf BEDROOM WINDOW COMPLY vvlTtl uI�C REAR ELEVATION To ' r SEC. 910.4. (TYF 1 � CONDITION EXPOSED UNEXPOSED V WALLS WALLS Z * � - - . . 7. L.F. S 1 L F - I _ ___� _. _ ROPOSED ,�. a.e•�..a.. K..•...W. �. ��_y. ..y_�_..,-�{-�s,�r _ _ _ 7.5 L.F. 4�L.F. PRovroE 'rib THICIc . ,e EXTERIOR STUCCO M' EXISTING EXTERIOR — r - A 9 COAT I _ STUCCO TO REMAIN L 'APPLICATION AS PER', UBC 5EC. 2506 t 2508 !`I'YMALI. ' 1Lu Lu N + r i 00 + 1 r i {{1 i r f 1 ' f 1 .. .... .., ...,;.,x a .-_ n :.x-..#_ '..z-. Y .-. n.,,-p..= aeu_ra w .. .-.:.�. e.p-e+ ..gm .. ny.hs..-:, . Y{�•'s. x . app: Y+�e. .a.. ... • ,._,. .. .. ,. _. e. �. .. ,. . . -.. .L".! 5 a. rv. . .H ,...;.}.R' W ,..:. � et.,.,n r � -i aa- n 4v a.»... _ .. nrit X k .. .. .. . _ - ..�,,� `$ 3 •i i � � I 31 141 I 51 hg� [HMj 1 2 3 4 5 8 ' 7r8 9 10 11 12 13 141 15 l 2 N S-E SIDE ELEVATION CONDITION EXPOSED UNEXPOSED i 2 STORY 2 STORY tl- - WALLS WALLS EXISTING 24 L.F. 0 i' i PROPOSED 24 L.F. 0 ' (E) ATTIC VENTILATOR • ...fit i { RePLA02 () ALUMI If 5.6. WN00A W/ NEW 04. VOW KNDOW �\ INSTALL INTO (E) i , + R.OIREt'AI , t MATCH NEkV SAY t BOW (E) EXT. STUCCO AS �1 YVMDONS MYON. REQUIRED (TYPICAL) lIi ) E r yac�o I PROVIDE NEW POSr . LjNao BACK PATIO COVER + f J Ali , ' l 0 LOOPV I .. L 2x8 RIDGE BD. NEW GV1,f B• FTX - =a to �•�, t M PsT �`• G-ttrG► CEDAR SHlt16LE9 L 1 N-W SIDE ELEVATION INSTALL AS PER MFG. 2x6 DF#2 RAFTERS o 2x8 mp4m BRACE ` - -- ---- , 160 O.C. O WALL BELOW . CONDITION EXPOSED UNEXPOSED SPECS 6 G. fTYP) wi K �rJ ,.� 2 STORY 2 STORY PLYWD. NAIL w/ 8Q's I ••, -:� _ 0 6'E a t2"F � WALLS WALLS _- ---— ATM 27 L.F. 0 _ VENTILAOTORS AS PER Q� EXISTING - -- -- - 5 m SEG. 1505 •`' �° ��,,..\ PROVIDE lt-V' .� PROPOSED 27 L.F. 0 TYPICAL MLATION 13WLES — 4 st CILIN6 t, PROVIDE EAVE VENTS I -+ TNROU6HOUT ENTIRE - y AS PER USG. SECTION HOUSE. PROVIDE EAVE 15055 VENTS p ;, I ( ! A5 PER UBG SM. U •/ t)N.G 5t6 3 to. (v) t505.51YPK.AL PROVIDE R-18 1. e X 5w•�d j '�' : �� IN'SULATIFJN 6 AEI. �Lt #t!t f NN�M,En ��yyyy1"'��U1��:ti��n7 I:. S OR STRIP m VoLLS. I r 6 9t"x11 Ivawa 24FV4 Y �� P.i(I M6 EXTERIOR J PROVIDE NEW 5i *TI)CGO TO REMAIN S NN4`0 - S 4 + + .,.... ... . OAT, W so 04 APPL I T>=RMINATE ONTO �! au l _ _ �• 2506 LINE RAWF - _ a v } M ' `. ; 45 • TtRMINA t DRAIN SYSTEM 0., PROVIDE POSITIVE rep DRAINAGE AWAY { :.° FROM FOUNDATION ' •r OIL1 • \ . I • )I _ - i 1 2 Ir a 1'w X440 , Y 40 F doom Now .r No wool 1' A #moi] it IF ,, .:. • .. z. L:i: -f F .;` a i't..,.eea". .-.r ., f,,. ? .. .. ,. ,..aaa.t • ;e;:H:Y IiA{rY� -TT FTTT1T�-3�-� a I !!1 Illlll ( 1 $1 1 2 3 4 5 6 7 8 9 10 111 12 13 14. 15 V£ Q z _z ^ z Ul g Y1P I I t _ :e� , / ,I i Fo z /lu' i cl moi. // -_""-• 1 \ 1 I < Gf1 V' I f L V .— fel leel I X( I 1 it \ y Ll tF > Q ca L �V z Q , ELECTRICAL PLAN UPPER FLOOR 1/4.. V LU 7. XX, V • o t '— LU o LU to 4-1o �1 c� LU .� _ , T. ELECTRICAL PLAN LOWER FLOOR 1 /4 - 1 -0 E— p E1 5HEETO� I I � 21 T I 31 41 I 51 I I�81 B i1 2 3 d 5 8 7 8 9 10 111 12 13 14, 15 t i � 1 fvr, 't a ,i , Z 0 �lAAtt ff••'' NNN f fill ] JUJI LL-1 yah h t I :x �`;}k'X �1 Ti i •f R r ,�'• x I p , I 4L1 3d ;. Xw }' y y{{ INTERIOR ELEVATION ® LIVING ROOM 1/2" = 1'-0" INTERIOR ELEVATION #1 ® KITCHEN 1/2" = 1'-O" {T`: 11 1 A ! O dam' } + . r kj,• P t _ _.. _ ..�..._. ,_. .. .... ._..«._...,.... ..... �.._.•.... -«._.... .. ,. ^ + • .. {.a f,.fit + t El 1:1 fz Ria. 1 T- � ��I tlj• Ile I O ' ! K • � 1 Y r R � r }' Q )u INTERIOR ELEVATION ® FAMILY ROOM 1/2 - 1 -0 4INTERIOR ELEVATION #2 ® KITCHEN 1/2" = 1 '-O" (�.� IJ • F � k4gy� • : m , fi�#fig 4, 14 `' • fi ! lM� tu 4-1 1 • 00 0 i— r � N z . tl �4^ .74 Uj Lu 1 + a r tI i , r , �'�'t4 5 C, � '► •` v z. t I — II i �— '.,,a 1Jc �•s'. INTERIOR ELEVO ATION #3 ® KITCHEN 1/2I - 11-O � a ` INT 1 =.'.f 5HEETot III t ,f • { - _ ,.m. 'iMA , : a.. .. ,, ... ,, ,..,,.. .. $. '93 fi .tee. . 1 s W..3, -,.. -. . , r ...,� `� w >"•n .! a,- '.�": r . . , .. .+y� � NO ,s•�. .. y t`-.: E#°k. Y .., .'1 Y` '�aeP ,.. ... w._.,.. , .-$�s 'x`'x ,5�.._-.,.r .n'�`$"�Says"s�Frva �4'r rE,...:.. ,.qNi' ..,, ! rr ..,,,.r . ,.:;y .}.._. .. Y,.4 .r ...»,.x , r '.a p . ... , ' ; .; s- t . , .... +�P „ - k, z^.W1I;�f�•�1 ,b�..., .. •,. �L.,.. . ..., . a -. „ .> .. v r y..:.... ... .. ... >x . �, _ ;rF„; .'}s.. .. >;-�.3e3 ti:.Y .,!':,..._, got SS - ,. .. w5i`:"'... ,�� .. . . 'J15kNRI iA6�4 .�.X ��,#tY lQ�x#.ctRrvae.^u.'�1L iai:+.'Ih;.,.�`#F•,l,.w'JE$J.� :.A.. e-£n . '� s�'^+Sv-M.....,,<.. . ..,.Fl.zYI*.tM'r m (':�Tie.ren»lrs91' iz+11N xs+4P#1: {;'f"%. et. ... r.s ,.r, ..-. .-, ...�m�+x y t FK '.�•, . . ya_. . - m �� 8�1 i I 1 21 I 31 I 41 I al 81 1 2 3 4 5 8 7 8 9 107111 12 13 141 15 ,ENERAL 1,OTE:S IHL 1 OLLOY1uNG 5PECJ DATIONS SHAt L GONFORf-1 TG THE 'q41 UNIFORM-+ L3 'u.DIEIG {-J uD[ ACID AN i' OTHER CITY OR17,hANGE'S Y(HlGH ARE It FORGE- AT THE TIt-11' DF :DNIRAGTOR SHAi_L_ VERf ,' ALL D�r•tEN510N5. ELE'yATIONS AND GONDITICtTS. pR,OR TO STARING ANN FIL-1-0 Y4ORK z �► ANY DLvIATION GALLED BY THE_ FIELD CONDITIONS, OR ANr GONDITIDNS DIFFERENT FROM THOSE INDICATED ON PLANS SHALL BE BROUGHT TO THE. ENGINEER AND DESIGNERS ATTENTION AN ( DESCREPANC i NOT RI-POR TED TO U- Imt- ENGINEER, Wp.l_ ABSOLVE THE ENGINEER FROM ANT LIABILITY --- --- ------ -- --- 541 1 Y'PIGAL DETAILS SHALL APPLY NHERE NO 5PEGIFIG DETAIL5 OR SECTIONS ARE PRO,'iDED --•-- 15'6 — - 24' DMEN51ONS SHOYVN ON PLANS OR DETAIE-5 TAKE PRECEDEIi7 OVER 51"ALE5 5HOI`T I 24s447E (L�n _ ---- `p.10 P40 W/ 5'3 — - 3'6 --- - b' — ..__ _— 14 6 -.__----___—_�__ 2 I � �•— THE CONTRACTOR SHALL BE RE5PON5IBLE FOR THE 5AT15FAG10RY COMPLETION 4-;(4- '.rpt WI a)4 � KTT7to9.7 MTT23B � S 3 MTT2GB w OF ALL NORK IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFIGATION5. �/�� IHp �„I/l�jT s!, AA2 5TRUCTURAL STEEL A STRUCTURAL STEEL SHALL CONFORM TO A 5.T M. (A-3b) 5PECIFIGATIONS AND TO .f ( V I t Nj f� `fir R,M YItf.a�f ` r. t♦ �S T".i:F!r { .+ ya,N. sr "•,J r, '� -1 V THE A 1.5C. SPECIFICATIONS FOR FABRICATION AND ERECTION �. "S t y. , fit 1 -w,r � '!� , � } :9l4 "W ✓s� '. r •lCl A _� ALL BOLTS SHALL CONFORM TO A 5 T.N. (A-301) FOR UNFINISHED BOLTS 1t1 < * �*a{, " "�"' Ilk �t it, ALL BOLT HOLES IN STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES FOR / SO" 5Q. x 1p" DEEP CONC 't 5'1j CONNECTIONS WILL NOT BE PERMITTED. / �ar�y W ', 'v J PAD / 4�c6 05T ;` 1 / ,.v PRO'✓IDE FULL BEARING ON UNTHREADED PORTION OF BOLTS SHANK FOR ALL htT?2uE3 ^ STEEL CONNECTIONS h1TT2uB RETROFIT 1 4 GOi1'CRETE SL,451 wl,#js u I?JW�il/t7 13ARB 6 10" O.G. EACH IV 4Y f ALL NUTS FOR STRUCTURAL STEEL CONNECTION5 SHALL BE HEAVY HEXAGONAL 30" 50. x 1D" DEEP GONG. O/ 2"'OF SAND 1 VISQUI Its i m NUTS. PAD w/ 4xb POST �' 4" OF GRAVEL.(TYPICAQ U? ALL WELDING SHALL BE A5 INDICATED ON THE DETAILS AND PERFORMED INA OUALIF IED SHOP, UNDER CONTINUOUS INSPECTION PER U.5 C. 1101; FIELD WELDING, # i i + t-r OTHER THAN MISCELLANEOU5 TACK WELDING, 15 NOT PERMITTED, UNLE55 NOTED 3b" 50. x 13" DEEP GONG x/ 1 k ( w � ` :;, :)x PAD w/ 4xD P05T4 , x 13 , P BONG, a,', ; M1 Z OTHERW15E IN THE DETAILS. y -i�'AD u�/4X6• 7 +. MTT^313 O CONCRETE 24" 50. x 10" DEEP GONG. CONCRETE FOR SLAE35 ON GROUND, BEA1,4.FOOTING5 OR PIERS SHALL HAVE A PAD w/ 4xb POST P� �,�; MIN. COMPRE55NE STRENGTH OF 2500 p5i AT 20 DAY5, UNLESS NOTED P�� ) (�i) �' ll; HD 6ALu OTHERWI5E ON PLANS. .- 2 � � ROUE►. o�►� � �� . �. A .. .��;�;�, ,...�!• ;f� I �o (� MAXIMUM A06RE6ATE SIZE SHALL BE 3/4", AND MAXIMUM 51-UMP SHALL BE 4 1/2" ry I ? 'Pit 6 IwTTf;II't 016�A 4 DOWEL5 9 1b" OG. — 5'6 — ANCHOR BOLTS, HOLD-DOWN BOLTS, OOWEL5, AND OTHER REQUIRED IN5ERT5, I TOP a BOTTOM w/ 4" MIN f( SHALL BE P051TIONED A ENBEOMENT INTO (E) ' I �0 i1i THE EXCAVATED BOTTOM OF ALL FOOTINGS SHALL EXTEND TO ELEVATIONS SHOWEPDXY N ' I FOOTING SET IN N/ 1'3 { ON THE DETAIL5 AND THE FOOTIN65 SHALL BE POURED IN NEAT EXCAVATION, Y*ITH V 1 � MTT2uB � OUT 51DE FORMS A5 P05SIBLE x L REINFORCING STEEL ( _L�. � T i t , � � ! I REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO A5TM A615-40 ( t. REOUIREMENT5 AND WELDED WIRE MESH PER ASTM SPECIFICATION A-1D5. r4! �'t BARS No. 4 AND SMALLER SHALL BE OF GRADE 40, AND BARS No. 5 AND LARGER I M17Z8go SHALL BE OF GRADE 60. 11 i 17fi p Tt 24" 50. x 13" DEEP GONG. t `t , � I i. I AL REINFORCING BARS SHALL BE GLEAN OF ANY RUST, OR FOREIGN MATERIALS PAD w✓ 4xb POST r' }', ' NF". ' S'� MTT238 I 1 .• �' ALL REINFORCING SPLICES SHALL BE LAPPED A MIN. OF 30 BAR DIAMETERS BUT S'3• �•— NOT LE55 THAN 24". CONCRETE COVERAGE FOR REINFORCEMENT SHALL BE. 3" WHERE POURED AGAINST EARTH. v 2" WHERE POURED AGAINST FORMS. 1" FOR SLABS POURED AGAINST FORMS. NIT72DB SEE PLAN FOR QUANTITY AND LOCATION OF ANCHOR BOLTS, LOCATE BOLTS 12" 2 N� V 9'2 L MTT FROM CORNERS AND BUTT JOINTS. S-3 , r RETOFIFIT j� SOILS r rt 2 `' �f' e-\ CONTRACTOR SHALL MAKE HIMSELF FAMILIAR NtTH ALL OF THE SO4 5 INVESTIGATION REPORTS REPORT REQUIREMENTS AND RECOMMENDATION5, AND TAKE ALL THE NECESSARY MEASURES FOR A CORRECT AND COMPLETE I O IMPLEMENTATION OF SUCH REQUIREMENTS, IN THE FIELD. V O W! 4x4 P05T CD LUMBER N tT1 24" 50. x 16" DEEP GONG. PAD nz m ry WOOD MEMBERS LE55 THAN 4" IN WIDTH SHALL BE DOUGLAS FIR No. 2 AND 4" 1 OR WIDER SHALL BE DOUGLAS FIR No.t , UNLESS NOTED OTHERWISE ON PLANS. UNLESS NOTED OTHERWISE ON PLANS, ALL NAILING SHALL BE PER UNIFORM BUILDING CODE, TABLE No. 5_E-IEAFZ YVAI.L_ 5 FDULE ALL CONNECTING HARDWARE SHALL BE SIMPSON tYPE OR EQUAL, AND _ INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURES REOUIREMENT5, `-«EAR l%A L PLYA' ) t% U:&E .~QTS cr I3LcXkS 5DLE PLATE T £+L: EkXT� UNLESS NOTED OTHERWI5E ON PLANS. -• E 544EATHINC- NALN6 T„ 'OP PATE STS V% 5 .P G -C G,-IN�,RETE , CLU-LAMINATED BEAMS SHALL BE OF A GRADE COMBINATION PROVIDING A APA RATE!, ed r-OMMON ANc�.40R 'ad COMMON jON 5-e' x 10' at 10, MINIMUM Fb-2400 p5i CAMBER A5 INDICATED ON PLANS (A) ODx (A) NAIL5 at (B) ICl NNL5 at �D; W1n yra-h (E) ROOF 5HEATHING SHALL BE A MON. 1/2" COX WITH EXTERIOR GLUE , GROUP 2 0 3i8 P16wo 6 o.c A-35 it it, V b c c 48' oc Lu EXPOSED SHEATHING AT ROOF SHALL A5 INDICATED ON DRAWINGS. 3l8" PI 4• oc A 35 at 1b' o c 4. O c 32' o c 1 1 WALL 5HEATHING IF REQUIRED SHALL BE MIN, 3/D" COX PLYWOOD WITH EXTERIOR Lu 3/e' PI 3' oc 2-A-35 at tb' oe 5Ge ter�E-J 32' 0 `J GLUE, GROUP 2. 3/8' PI 2" oz 2-A•35 at 16' 0c 3/0 x 5- LAG 16' o c z FLOOR 5HEATHIN(5 SHALL BE T40 INT-APA WITH EXTERIOR GLUE, GROUP 2. SEE ®EACH SCREr'6 ate o c ///L 11 PLAN FOR SIZE SIDE 3/8" Plylud Y oc 2-1510 at 16" o a. 1/2,0x 5' LA6 16• 04: sa-- BEARING AND NONBEARING WALL5 SHALL BE DOUBLE TOP PLATES, LAPPED AT 32'10 A-35F at 16' o.c 5GREY'!5 at 8' o.c INTERSECTIONS. PLATE JOIST SHALL BE STAGGERED 4'-0" MIN AS INDICATED Ott Au FIELD NNUW;p SHAT BE bd COMMON at 17 o c. FRAMIN6 DETAIL. Lu UNLESS OTHERWISE NOTED ON PLANS, e(ALLS SHALL BE OF 2)e4 ST)O5 ` 'STUD GRADE OR. BETTER) AT 16" ON CENTER 1 ALL PLYYIpOD 50-IF-AR MALL SNEATNMG SHALL EXTEND TO THE BCTTOM V. O • of THE ROOF SHEATHMG ALL HEADERS ARE A5 NOTED ON PLANS. PROVIDE 3x STUDS AT ADJOINING PANEL EDGES FOR 2' O c EDGE NALrNG ALL WOOD BEARING Ott CONCRETE OR MASONRY SHALL BE PRESSURE 3 PROVIDE 2x DI-Cu AT UN5VPP(_RTE7 PLYhOOD EDGE5 AT SHEAR WALLS 4-1 V / I. TREATED DOUGLAS FIR OR REDWOOD 4 PLYY40LD SHALL NOT BE LESS THAN 24• IN EITHER DIRECTIGN Lu ( � HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/16" LARGER THAN 5 E TEND PLYNIOOD OVER ALL OPENING5 TO AD -CENT PARTITION FOR v— W THE NOMINAL BOLT DIAMETER ALL BOLTS SHALL BE RE-TIGHTENIED UNIFORM N{ALL THCKNE95 (N Q PRIOR TO APPLICATION OF PLYWOOD, GYPSUM BOARD, ETC. f, FRAMING FOR SHEAR YtAt.LS `'.HALL BE MIN 2x4 DGV6L/\5 FIR-LARC!^ at O :3 . 51RUCTURAL MEMBERS SHALL NOT BE GUT FOR PIPES, ETC,, UNLE55 16' oa FOR 3i8` PLYY40M Lu ' 1 5PEGIFICALLY NOTED OR DETAILED 1 IF PONER DRIVEN NAILS ARE TC BE V5ED- AD•LST THE P0011ER 9xm TWAT T �• \,J 2w 50LID BI_OGKING SHALL. BE PL AGED BETNIEEN JOISTS OR RAF TERS THE HEAD OF THE NNL DOES NOT PENETRATE THE PLY►Y )OV t AT ALL SUPPORTS. a IF SHEAR AALL plywd 15 TO E+E NNLED TO THE FLOOR BLC^ OR jj�la-T r THEN SEE SHEAR r^tALL 5GHEDULE FOR A-35 GUP SPACING ALL- BOLT5 BEARING ON rlOOD 5HALL HAVE STANDARD GUT WASHERS JNDER HEAD AND NUT, UNLESS NOTED 07HER1115E Q� q TH'r tAW111GNtiS BCEN R�VIE1;I h 4 pFkS 1 FOUNDATION PLAN 1 /4 _ 0 P r1 1h o f h1>� C093St° tI ENSINLO.�I;1',, u�51Gv :N;E�1T No, � s i 47 Aq OFCAUF ,/ SH EET ,� 13 I I 11 r I 21 I 3I 41 I 51 I X81 1 2 3 4 5 6 7 B 9 t 0 111 121 131 14,715 Q 8 V � z z Lu I Q • MTT2�►� ��u7-�I �1 �o a�sr �; e U/-ti 64T$20 lv6ij ('- s°Lor To 44 ` od`To 11"1 I{C LDrt7vtlt(�� , # z 4x10DF$I1 HDR/BM w/2-6516 FULL 0 LENGT, 1 ® TOP 4 t ® BOTTOM. EXTEND STRAP 24" EA. SIDE.'24" Sr P �'•� V 1 Z4r..-.._._ MTT2DB ��'0" vi 10" R€TROFIT MT723B ___ MTT20B _ _._.__ _ . . w s•4 5.4 (�/ i IX`4x12 - 1 HDR �� 4x12 DFaI HDR MTT2(M N BG T E M5T31 a�v�' _-_._..._._._. . ------•-- a�� (E) HEADER h (E FLUSH BEAM TO REMAIN 6 3/4" x it 1/4" GLB 24FV4 /4" x 11 1/4" GLB 24FV4 (E) HEADER 4x10 _ n ) _ 6 3 _ _ .n 4x10 x12 DFxi HDR Lr C1.6 '�' u F — E D HDR I, — — �Xd v HOR ��q // x M TT t, i 2M y i � �Tyi� �y I( 1 fVi® I L MTT2DB M7T2DB 7� 4-4 n 0 z10 RIDGE to 0 RETROFIT RETROFIT '� i I .2AJ j ! M5T31 n , _! Q O W FF rf✓t i 111 Lu LL T ko;_ UL I (a z l i Q I MT725B 0 O n 4 q 2 OL Q , 5T31ILL (0 N n N s v � � N n o �� s-4• CD8 a N 2x8 r � �' ♦ �' 0 ,� n ® jt .. N / �1p tri (E) FLUSH BEAM TO REMAIN (E) FLUSH BEAM TO REMAIN 40 P T14 2 F t r�r y ` 4x12 2 NDpA i� • v (E) IDGE i 2*6R� p M5T3,=- M5T3, - o rxit. W doh MTT CDUP �-1 ESB — I I 0 tzzo 4x�2 DFxi H 24 I C+ll'r • —E 1 n Jl �t Q it L Q z moi ' to L4 x a MST31 MTT238 L 1 441Q- i (E) HEADER Q n --- -- c _ X �+ 51/3" x 1/4" GLB 24FV4 � tH L - _ E-- - } Z Lu I � k -- - 4'-� MTT235 4x100F#1 HDR/DM w/2-6516 FULL A MT7258 RETROFIT LENGT, 1 & TOP 4 1 ® BOTTOM. MTT23B b i 3 1 LGM EXTEND SAF 24" EA. SIDE. �.• '' Nk I 7M5T3, M5T3, M5T3, M5T3, RETROFIT a — Lu S-¢ _ (+-- y 4x100Fa1 HDR/BM w/2-6516 FULL REPLACE !E) 4xu HDRJBM wJ NEW 4x12 DF�1 HDR 5•� < LENGT, 1 ® TOP 4 1 ® BOTTOM. ` 1 EXTEND STRAP 24" EA. SIDE. 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PLATE OpPLATE ` HEADER SIZIN6 2x BLOGKIPi6 Tyy6R }'r w/THREE-Ibd SPAN SIZE TO TOP PLATES b'-O" 70121.0` 4xI2 024 6d• • O.G, (PLOOR EDGE 12'-O` TO 16'-O' 4x14'U, ' W6E NAIL Wd ♦ " O.G: NAILINW,UNA, 5-16d KIl* STUD —� �TO RAFTER TOP DOUBLE Si0224 STRAP UA,N. 4 , " axlo o F .1JOIST bd 12'aG• IN FIELD To HDR. (TYP) w , R T46 SUPPORT BOARDS Ml�l TT �IQb PLATES BEAM FLUSH WITH TOP PLATE MAX. SPBEAM AN b' 16d 1 ' O.G. 16d • 6' O.G. SEE PLAN FOR SIZE 4x4 REDt^g00 2-16d (TYP) BOT TOP PL Tp HDR. IF 4 bd 8 ' O.G. (SHEAR "ALL DBL. CRIPPLE STUDS , POST w/ PBI PG EDGE MAILING) • ALL SPANS OVER b'-O' PLYWOOD SPLICE 2-160 (TYP) GONITINJOVS BLOCKING LOCATION OPTIONAL bd NAILS r ROOF FRAMING DETAIL • PORCH OR RIM JOIST SOLID BJ.OGKING DBL. SILLS • ALL HALL O ' bd • ' 0,G• (0111M WALL ajPANS OVER 0'-O° V y E06E NAIIJNW STV POST MATCH DEPTH t. ,� DETAIL sib' PLY SHEAR PANEL OF POST TO WIDTH OF t« e { I L• NOT TO SCALE Lu ' 3.4 POST (MIND Ibd • Ib' OG. N4ILIN6),UNO. - BCA14 Od A OrG, (FLOOR EDGE 110 i Q EACH STUD H ' rar�le TO R AALL TO SOLE PLATE CONDITION # WALL TO WALL TIE-DOYN {�PpER Pty LQ} —— � $ TRANSFER MAJERiOR) O FLOOR �- DETAIL DETA L -QpEHrN6 . wI11Dow � FRAMING � �•` 1 l c NOT TO SCALE NOT TO SCALE DETAIL BEAM o 3 TOP DOUBLE —\ SEE PLAN FOR SIZE Z ' r10T TO SCALE PLATE \ . 48' OC. \ BEAMI-MIS CLIP F.A. SIDE OF EDGE NAIL / LSTA 96 STRAP BEAM TO TOP PLATE o -� 2.6 RIDGE 4 tl BOARD (n 1/2' PLYWOOD SHEATMING POST w/bdtl 0 6' E /10' P 2x4 CONT. COLLAR TIES --- MIP (VALLEY)RAFTER WALL MATCH DEPTH STV OF POST TO QJ WiDTN OF (� • 48' O.G. RAFTER 70 BEAM 1L 2x6 RAFTERS RAFTER w/ 4-I6d's Tp 4-I64 DRAGS 450 - NAILED TO RIDW4-16GE E A. MEMBER TO RAFTER " , MAX 2-2x (SEE FLAW BRACE ' RAIL T06ETHER WITH 16d • 12' O.G. EACH ROW. METALIG STRAP (SEE PLAN) 1-ASS CLIP " 9x4 POST (MIN) E A. SLOE OF Z A-SS N.O.N ON FLAW;ONE TOP (TYPE) • r / TOP i BOTTOM EACH SIDE FLOOR SHEATHING RIDGE RAFTER CEILING JOISTS _ BEARING MEMBER (WALL, f WHERE OGGVR) BEAM, ETC) BEAM(SEE FLAW o . ROOF SrEATHINb -- I rlAi INTO ID KING IT bd l5 O 50L SLOG y FLOOR JOS (SEE FLAW Mo IL RAFTERS.SEE PLAN W TYPICAL POST UN LK BC'AM WITHIN THE WALL : \ , CALEa ROOF 50IEATHIN6 E N. BLocKIN6 MAY BE DETAIL ( ' HIP OR VALLEY RAFTER , •, � \ SLOPED AS SHOWN Q)`N�COT TO SCALE \, 4-16d NAILS BRACE TO RAFTER 2x2x's (SEE PLAW BRACE. im CLIP v 1 ( 45'M1N HAIL TOGETHER H/Ibd WALL TO BEAM TIE•DONN CEILING JOIST 1 (\ 7\ / O IZ' oz. (TWO ROWS). C A-55 CLIP EA SIDE OF 2x (5ANZ DEPTH AS JOIST) --/ E.N. • • VJ (' BRACE. DETAIL a W-00 04,. 12 o.c F.H. S BEARING MEMBER NOT TO SCALE �\ { (BEAM, WALL, ETC) 2xA STUDS 16. O G. 0 �• E N SHEAR WALL Q O RIM RAFTER NOTCHED �—"— ROOF SHEATH1146 E.N. SEE SCHEDULE TIE-STRAP PER PLAN. NAIL TOP (DW .' FOR 2x4 ODUTR16MR5 x FAT TRI R OF HEADER TO TOP PLATES 2 a L au 66E • 24 OG HIP / VALLEY RAFTER TO BEAM OR WALL FILL ALL HOLES W/ Ibd COMMON NAILS R - .• t� - 4x4 POST (MIN) USE 5T2215 OR GREATER 2x RAPTER STRAP U.O.N. ON PLANS i r•a • • `✓, 4-16d NAIL$ BRACE BARGE RAFTER A-35 CLIP TO RAFTER Z TS-22 EN.--/ 2x PURLIN (SEE PLAN) ' � �x SHEAR WALL w/3-lea NAILS . 2x STUDS 2x4 PLAT w/4-I6d NAILS VOL FLOOR JOISTS (MIN) x SEE SCHEDULE D BALLOON FRAME 4S'MIN. TO DBL. 2x's OR NAM ` 4 2x PLATE ROOF SHEATHING FLOOR SHEATHfNG BEAM OR HEADER #�• e 16' O.G. 2x4' (SEE FLAW BRACE. ' { RAFTERS. SEE PLAN NAI(, TOGETHER w/16d AT a c �+` fp!( 12' oe.. (TWO ROM a. ? 2x6 D F tl GJ 6 I6" O C. � EN. A-5S CLIP EA�SIDE OF � ROOF SNEATI41N6 E.N. BLOCKINS MAY BE BRAGS. SLOPED A5 SHOWH 4 FIRE BLOCK BEARING MEMBER SHEAR WALL l l Lu (BEAM. J'IALL. ETC) � $x BLOCKING (IF PRESENT) i . A-55 CLIP ROOF RAFTER ERAGINS TO BEAM OR WALL r CEILING JOIST ' I u ' u �` s�t $EE SCHEDULE 12 O.G. F.N. r" , KDETAIL IMLL TO J214TTIE-DOWr1 (� ` `J 9!.��,E2ETAIL 10t IN 2x4 STUDS • 16` OGOQ NDT TO SCALE E Ir DETAIL ; SNEROOF SHEATHI)16 N01 TO SCALE a ".r a S�CNrEDVLE LU SHE ` ROOF SHEATHIrkS EN, LL7 Z � r Z qg 1 , c a . TIE-STRAP PER PLAN. NAIL TOP RIDGE BOARD TYPICAL SHEAR TRANSFER . a= OF HEADER TO TOP PLATES � ► FILL ALL HOLES w/ Ibd USE 572215 OR GREATER € (PIA�LMil NOTES+ STRAP U.O.N. ON PLANS ` n A-55 CLIP COMMON NAILS �' V 1 w 4-Ibd NAILS 1, READ GENERAL NOTES BEFORE COMMENGIN& ANY WORK. ■ (� RAFTERS EN. 2. CONSULT THIS ENGINEER FOR ANY CHAN6ES IN THE ROOF MATERIAL v , a1 s SEE PLAN (BRACE TO 9..4x12 DF02 HEADERS MAY, BE USED IN LIEU OF HEADER SGMEDULE. ( I u '13 ` t4 RIDS! BOARp) 4. USE SIM PSON HS GLIPS'll 46' O.G. AROUND ROOF PERIMETER. 41-Y � - ` S. USE 41MPSON 5T22 STRAP • 4'-O"OG. ACROSS RIDGES. 7 6 HOLD-DOM STRAP 6. USE Ixb OR V4 C4LLAa TIES R 4'-O' O.C. w�ERE POSSIBLE. S r 2x4 STUDS • Ib' O.G. + T. BALLOON FRAME WALLS w/ 2x6 D042 STUDS• 16' O.G. POR V w SHEAR WALL D , .` "MARL FLOOR HALLS EXCEEDING 14'-0'. E S 1 `, SEE SCHEDULE Ir i SOLE PLATE NAIL 4S� ' 2-2x BRACE + b, � BLOG111, 60 OKIN6, BEAMS. GOLL GTORS, OR EDGE • EDGE NAL +x• ' w/ � � p BEAM(EUILT-UP BEAM). � Lu C a 1 6N TO BLOCKING MAX. + TO WALL OR PLYWO IN6. DO o I GEMNG HOLD-DOM R SEE ROOF AND FLOOR SHEATHING SOMME ON SMEET • FSROM POR ROOF OD TYPE AND NAIL c • t8.22 SCRAP DONN ++ 1 , TS'22 STRAP GOWN . BEAM OR HEADER R WALL TOP A-25 BRACE TO T n( A-23 BRACE y PLATE • SUPPORTING MEMBER 0 EAGN (TEAM END ++ • EACH BEAM END ROOF RAFTER SCHEDULE GEILIN6 JOIST SCHEDULE „' SHEAR WALL a� , �I f TO SUPPORTI* OR SEA MU ++ ROOF RAFTER MAX. SPAN CELIN6 JOIST MAX. SPAN MEMBER - (IF PRESENT) e 4 . ' ++ 4 ,, 2x DP�2 1 24 O.Gy II'-O' 2x4,M02 I Ib' Of.. 121-W hJ CEILING JOIST + 2x6 DF02 • 244 O.G, 151-01 2x6 DF02 • 16" O.C. 151-0" SEI: PLAN + + + 2x10 DF.Z 0 24' OG. 141-0' 2xb DF42 • 24' O G. 151-0' +: P• EN A-SS CLIP DOUBLE STUDS 2*0 DF02 0 ib` OG. " d"4EN BRACE 2xb DF02 • 24' OG. 17-61 '5 SHEAR WALL r GOES TO 1'IALU * s °EE SCHEDULE V 2x4 STUDS • 16. OG �bTES, '''4 • n' I. THE'GAL.GULATED MAXIMUM SPANS ' ANE BASAD ON ROOF 54MLES OF WEIGHT 5.o pot. '. a A TYPICAL. SHEAR TRANSFER 0 INTERIOR WALL HQLD- Dn►'a+ 92TAIL DRAcS STRUT AT TOP P ATE AND FiEA S$IQp TIPS r J. Ir.�y .x , `h 'SCE WITH :. . DETAIL )BRACE DETAIL DrTAIL DETAIL "t+Tia� »t ' 15 Ii --- - i r EET a 8 ^� No.C01a5 t' ' NOT to SCALE NOT ro SCALE NOT ro SCALE NOT To xw.E ( i �-�� "' ," �,Ir I E1IG v_ I INTEt�T .� 'C \\�' NOT TO 56 ALE r civ • 1.� 431 I z n,..P ti � k' # ': ,r5 is p, .Y- 1.. ,k ry . .- a ♦ _{,. ., .rr 1.., T.. •�'^[x . ,. r n... c -.•.•u, .a r.r.: at rc....w..em .n. • • .» • .e va+:.nr <•4..a .x y ..m.. ... -... si"S -a :!�e.�. •• r. P •.. - rne>1G•wey .: .:. ... _. --_,. ._ • , ; :.N-i x ,.. .- ,., . . .,,..,,.w. B z .8. r ,.. ,... f»i''.€: w€_. ...♦ x:.o+y,A,...- - .._. �__., .«..�JTasv,. ,. . _r+^'x V i.1?+. d {SI��M��IIC�.REt49�i�SM''"p#s'a'�s:••.:.,,,. �x ;. __,., s. t, ,.�.», _•:,«.r.y, t ,.Y r . , r, .. ..: , -;,. a, u^ .. ' - ._. _ - _ _TT 1 -7771 21 31 I 41 I 5 SBI �'RI 1 2 3 4 5 6 7 8 9 10 111 12 13 14, 15 L!1 1 t r�Jy� ,• M► M tiuM ttl h1 �RMW•� m • OW .w wa+ •¢W W O N*. �!. NI am Pe appro ea by a rocopnim casae �y . •, µ ' ' II t0,CoPIG+'+td fly N•11et In rN low ,tt*td. � s •,+ . ' - .11, rt'�Mdt stlsmic strappk+q for water heater ltyplc�tU. 1. Install R-90 Insul•tlon at calling. . 4; i�np,.lta,M a ..a _ room �Ml •% � a ' 10. NI kRtrbr tr�throom farts shah(pravkls s air cf►ap•• per hour. 2 MCMI R t0 {n•ulilon i exterior wMM arrd i barn • � . . L Worst or teierw shown an Arawirrp or spedfle4 le writkp shpt to dont,aer thuuOh � •:+ •, .• ', - r r + � covered Mt both «,, _ , ,I • 14.• rrOrldl nitOtnat{c d+arperwl' i all verrtllatlon tons. 0, MCMI R -11 Insuli{on i IW floor or on slab on grade floor'. 2 barer. •nae take precadwtu over tcaleq dNtrpMlorls and deal ovNr getiirr�l - t• rtarYI+IG1 w+lhR,celgnpi, arrd door wll h ►bar'! bbrik!Rs, R M noted do . ; iS: anplpkp shall not pe •rtrbedded M Or below abbe within bullQkrq or pas under 4. AN krsubtlon materials mall haus been 401,111"W by the nranuractur•r to umrpy , , , . ' QI"�winOs,` . ;, . . ^• ,• , • , ' �', •, : . ' , with the GNrorttia N1•Iltit standard• for krwtetlnp mitres. r , D. 1ir1 of tJ1t conit'act docunats b to outran• a axtc�ttd and ' �; ':�' au hnuM�kton uakh the vttMprs tlarrtir torugrA the condltla+ed • , , ..' •� , �r�0s� rW � • � ter. tlNt•et metal to bt a mMlmum of � gauge pMvanlled Mon canine othtn+4fe noted. . ; Mctlortkq bulabq. fie cattttictOr' le repot»bl. ford� thA�� .. • 0 wah IJ6G or, t3 the •tie huUd cOd•�1� • • valley rlashinp per arcs bye • tw1 roJ DDG. S. IMIOratlon Gorrt<rol: MI Its related Nrctlone an aonrpl•ted and . the nark s. ir►wletlan 1haY 4�P�) � ipr• . " . . - h, rutty weathtr•strlp all doors between tondltlontd and Implied, h the uxrtnrct documents. � '.'. 'tkN 21 �Qgtpt•r �•e0.the California W" cOmtn ��,• t7. rrovlds spark arrestors on an dtimneys. uncorrditloned. sWlat rdt for Heal tai ith U bol Moo .19 t e St h also ►'l a• � • ' 4. The contactor shall chock and verity thf t� 1sr1r drawkrps to scale and ;�•• htelet"�,liot atilt pip•• af1a1 htiNrq/eir condRionlno •cagey �• . Wr' 10. provide a•• outlet clothes d+'ya' ane cootctap. p, sal and caulk all opsnlrgs le the building envelope iL,lydotw, door*, ' dirttaarelofr end N say •trots alppesr In the or corrMlcte m the - � '�� rpde, .. spedPkilon•, tM contractor shah notify the A.tlg�' (e•ptcwa N the Mint . . ' pipes, •ole plates, stew openings, eteJ Involve cat). l" extra• wIN be alb unleu •uanRted to wltln0 ,4, l -MloOd t Mlkt• a her u0G ilfCri.t� frtq tabN t� 6-a. � � . . and agnt to by aue+sr, d•sigrrer, . . • . •. b. Al glazing shall uxnpy u+lth the air InMRribn standards of the Mrsrkan PlatlorrM �►,, volar M'rd starrdaM•: flood thole• rodMt/ shMi conform with the , i.' IdectMull contractor 1traH be responsible for dalgrt or tleclrM.al system a a standard tKt2 in•tMlibn, per ssctbn M1e4-1 ' s, pr'epan sue ind general conetructfon of work Iprvkq an a Y for applicabit requMetnettte of the utiforn+ eull/4q Gods, starrdaras tees n+d - •d•siq Ild• contractor'. He shall vartfy ail loud ro*lroments, provide addltlonM use except a othsrteist sp•e:IfleMy �tattad. 'The work lincluded Is shout on bwtaNNl M eccordar",to tattle *0-2 dr&AV Information a may bs required. He snail obtain all approw16 and permits 7. NI OWN "I be l beled for k1Mllribn u+h•tner or rat the glass area h ullthin `: ,. • drasukrgs. AN work h •ubJect to the 9an•ri condklotrs. to accomplhh the work described. Inwlat• hot varlet lines a per title 24 the albu►rblt t69s • • 0. 6u�rantNl, Ceanfrtctgr' tnaN Mrnifh theouat•1' a written quaa'•ntee . . b, �y � " work undo this contract, the contractor asphalt andrtlettd PlMhkrq I� ��pN,� . 2 NI alectrluN shah installed per electrical code anA city ordlnarK.es currenty In e. Al t�'srfor doors to be minkrrum t-aro• solW cot. and wsathentrfpped. T r •hats . have In his possession the n•c.fwy and r qulred Insurance and tlalpinty be wlt•rt�gn4 Mee Prat+ deNct� a »aterlaM 4 a• the•tate of Gfllfornte. rn• gentr'M contractor and sr+b• .. OY five yon from the data or acceptance of ttrt roofing work by the owner. n �. �. D�oot° from garave to house to b• t-e✓a' solid core and weatherstHpped with sets gxrt shah aegvM. the t�e�Ired business Iiuinsa, pay btaslntN tax, and the atwtlt any dthc;e tlhotdd appear wRhln fM yew from the dM,e of 0. Verify with seMrq utility companies the location of all utility meters, cbslnq dsvlu. • malnlaNrr such license throughout building construction, in the city or county In Gorif►'i�ctor thMl tornct at+e�wlKtrout tort to tM atu+er and Shall iprmers ��!!� tram . pun -stations,taxa, etc. rot bcilor» •hovers. to. tans ar other exhauft system exhausting air from the building to the outside ; uAticit the nark le to be perform. raiNdaRrspe t4 lire propa!rty rauaing therttorm. • �. 4. • MaM ground u1Me •hall connect Poundiion tabor to nuln water seMu, shpt be provide with backdraft dampers or autonrilc dampers to prevent air Tet q•nsrM contractor shah arequMe the necnury permits ibulldlrrq, G. Red Cedar shaaces:Uha 10'x'D✓4' htavfds with an eoepoturvl 0/ 1 1/? or leakage• ' 1 r'' electrical, pkarlbhnq, t•tnpot'ary power pole, etc!or dWwA wub•c4dnKtors to approved ee>pal;' D. NI Mterlor tnetaile water and Gals ptptnq uArich may become energized shpt be obtain permits and pay for hof for their porton of the work. A#nark and -saturateA bondald together and made electricaly contlrwous. tt. Masonry and ►alctory-bulli fireplaces shah haw the following: o Iain bra of m d pa shall be for t aired r full. . UW woanu udttt the.latest O. RDOrirp rsR: A» Nyrs or puts of.standard JO-IJO, MpnaK r•qufilone of the slit flrt Martihall, the WON orders of the 4tNsion oT tett conforming to ASDM t7z16-9!oR d2W40 unpWorated. alley' rete twminpe a p� � be largo ,Hough to carry addltlaw bad. ,R Tight rRtlnq cbseable instal or alas doors covering the entire opening of . itrduttt'lal safety, dspaatmsrrt or Indu•trW Hiltons. The 114 vralunre of the � . are regplred to be flexble or whtaro they an nquMtA to,WAP or corn,rtlrrlNh • . the firebox. uniform bonding cod•. Regulations, oP infederal,seri state, county a q%4 vokeno ft,Or arturated cotton.ralxk Eon►ormkq to AtMMi 4113114 7. provide at least two 20 ampere $ban appliance circuits In the kitchen, dining and t0. A conbustlon air Intake to draw all from the outside of the lours itsrM01urisdktlon. M 4+ any u+y the draurkps and/or •P•cNiutions vblet• � fainly room rtes. ' • any of the codes. THt: GODt!s ru.t. dE f'QLL,OMiIa.?, � APP�.ba ort ikldartay>mrtt �b shkplef, alb building dlrtcty Into the Pirabeoe, whM,it ti i feast six fcpaa►'e �t tli�id�fiWtbttp+shaN be in sccordante uAttt Chapter to of the UEG all the. e. ProrAde a s•peri• 20 amparo la►ridry circuit. Inches M area and b ety+ippeA with a readily acces•bk control. 1� . , • , . MttMlatiat tnstitutlon• and reconrnerrdilab or the arpftMt' thlrple . *, y 4�� N47TE5 -manuP•ctursr.'rlefhkrq•naw b•,bullt in err the work progress". �, �� ground fauk dreult Intemptar protection on au outdoor, bihroom and ibeeeptlon: M outside combustion Mr Intake ti not recilrired if the 7 • r. '• S. gangs receptacles. (OM) .replay r over concrete eleb Mooring and the fireplace will introit gutter and down spouts i all •awls Imes. use ogee gotten S not be located on an axt•rbr waw. Z GOflES AND 96N26M width x 3-h/4• Height (plrtta t?)or match sxlstirtq• tp. �eW oulbts •hon be Installed to that no point along the floor one In urelf rlah all eiRertor with abler metal or egpr'ovbd•uiaterpro0f bulfdlrp •pace Is more than 0 teat horizontalq from an opening and maximum dlstaxe 12 K any of the following types oP equipment h Installed K shall have been � 1. AN nark shall be N strict complbrres with the foiloullnq codes• a• �� Wtwten receptacles to be tZ feet. standards for theme�It�manufacturer to campy with the efficiency . paper t0 extend b candor bundkp paper behind wall covering. . �:,• A. uniform building code, NMIT edition. 7. >� and caulk atN'aperringt in og en the bulldvslopt tlwktdours, doom, pipet, sole 11.1 b kitchen and dNtkp arm receptacle outlet shalt be Installed i each A. Heating and cooling equipment. 8. appUcable state and focal bulldNp codes. prates, AMopen", atcJ r courrtar space wider than 12, 12 protide duplex outlets for broiler of 22ov, oven or 22c7V, dryer of yOV, B. water haling equipment. 2 Do not scale plant. Verify all dimensions prior to construction. 0• attend MI roor vents and flip thro* to new roof a• per code. - a � ��• Co.u p w s. stroYlsr heads, lavatory faucets and sink rauuats. NI grid Ilrelate t0 stud tau. OLtbeterlor adb to recNw u +ennt altea r' perLW. ••coon 1SOb and 2lOe � : 4. protide regt+Med temporary Sanitary fadlitle• on the Job durirp construction asapPikat t3. ryer bads shall be determined on a bad of D0o0 wits or D• Fluorescent he WWballots. Ion at:per uDG, t�tGtlon ?Sob' es rating. rsqulred. - . . tp, �Tt•1tstT AT��}e101tt't wALLSs rrlor to any.repair cement � , r , 14. redder over current devke shall b• rated not less than 12546 of contkluous load: G Wndowf and doors. ppIL.�1t!er want.the pder'lor waft should rtcstw an •ap1lvalent of Rets ubtsx conductors must be sized on the sane basis to assuro effective protection. � 5" EMK AND MOM- ir»ulation or l4i. Afy Oxbtirrp exterior wall ar'ear whsro Gement plaster it, 10. vier heaters shall have either an exterior insulation blanket of R•t7 or greater ' S.. ,.. `.•hotwing'►�of fallla'e, lett general contractor shah troplace erin-stra4• � ` . t. Deaallltlon ttnry not be thoroughly defkted on the drayinps, ,The generM The ext•rbr walls or thesthy hove hull nuts a t/4' auylic cement ' t3. Rrsldence to hewn Ihnited u•a of flexible conduit grolaldirlg, or have a combined Internal aid external Inwlilon level or R-tb ar grpter. , ' contractor •hall all dem011tlon r Irtd to acconRradate the torp plan. appQcatbn (as (ewikfq coat) foAowed bll an swt �' �� " 10. At least one rscdptad0 outlet In addition to any provided for laundry equipment. 14. NI pipes at the water heater ehMl have a minknum of the first Mw reef or until •' verity � aAd shelit. Pdlbtw quldsllnt •D•dflcaltlon for the product quickidall eblatotoeric snag belnstalltd In sacra ga'ags and also outdoors. they enter' the wall Insulated with R-3 lMbrJ pipe Inwiibn. o nt,>s ngvki stucco t1soO dtcarilw coatlnq•. Th• fit4d col �] O - - 2 Ttrt contractor shall frau respect for the existing strt+`cturs and Ks, � � uj�� teMure of the axhtMq house. rns general contractor 1s. Ughtkp fixtures Installed for general Ilghtinq M kitchen aid bathroom shah have • ;; d I. NI neve work should motion that uAtlth b existing. . . �� an etrlracy of not less them 40 Mane. per wit. � + bhall suttttrlk hock up' rot ortin•r' approval, . • . � 9. Remove an Organ{Gmat•rW end top soil frau areata unAer the bulklitlq or paved � t• ' ;� contactor shop be responsible for deflgn Of pknibinp system a a area•. 'desfgM�ulld' contrsdor. He shall verity an lout requirement•, provide addttbnM from this requi Wires ufilctr rt the ony Ilghting M a bathroom are exempt Ni of • ►res•draln lar material. Mace1111 b Nits not t. NI WbrAOrwf t►hMl,be'wood sash, of Ousrtr aipprbved egl+al and shall b•, Arawlrp Inrormibn ere my ba r Ire. He shah obtain ell approvals and permits 4. tin material to con• Iraq q� the work de•crbeA. Insulate hot water Tines a per title 34 t.0 exceed 0' and comport to 4646 standard AMW under paved areae and floor certified ad bbeted M►dW*4 that they most the standarAs IletM h ta1TN to accomplish ib. W1en On-Mred cooking appliances are Installed they Shelf haw an intermittent 2-W of title 24,A8 new window •hall be thermopans. C99 r"Ar•MOU s Installacfon shall conform to the uniform plumbing code and city Ignition device. • Au 2 94. p�^bi^0 h r,,• . bedt'OaIM•• per uDG, sectors Oto.4 safety glatMp am per TNG, chapter' erbort e ordirglnca uurenty In use. t7. Ducts shah be constructed, Installed and Insulated according to Glrapt • uniform Mechanical Code. teM{7 s. rely weihsntrlp all floors nrrd windows between cordltlonee and uncorwftloned . S, rrovtde approvM from the sanitary district. "i 1. An footing to bear On firm, undktwbed will or compacted MII minhnum te'below •put a required by tRle ]4. te. Vu heating systems (hall have an automatic thermostat with • cock mechanism �' ,.� • fhrM grade. Notify d•flgn agency baron proceedMlq M any unusual condltbn• art 4. rrovide a b' said bed aid cover If plastic ar Veer' b used for sewer' line. whie:h can set back the ther•nro•ti set pokde for i hast s periods within tpcoutrterM indootMp txcevllons. • 3. M Interbr'dOor"f shah be Putt buyer door of pins starllar t0 Hord 1�0�, sized I• •• A � • , Indicated on int plans. The stile Is to be 4 u3• use open louvre s closet S• A 4' dearrout to grade shall be Ir»tallecl within the first 4 from x�o�' �s-a 2 Dd not excavate toter than a �a elope below foothrq. doors,. tttifoid doors InckMedJ � property One. where Tiaras enters property and shpt be housed Ina til. Space cortdltloninp equipment: ' concrete box with removable cover. ;•;',.� �• 8. Glean all footing excavations, W bore mitHM by hard. � �. Mural qa and L. p. ger• antral furnaces snail be sized b L 6, Backflow device shall be Installed Ir required by sanitary dlstrlct. accordance with GeG tftk ]4 regulations. = O j t,:ONt'.RE'71"5 t. NI Interior wells shalt receive one layer of 1/2' gyp•un► lwlboa•4 a per tAG, . not enter sanitary s c section 2111 Taps and texture all cellirrps and wall, Unless rated othanutfe. 7. Condenstate dales hars system. B. Haling and cooling equ►pment shall be sized In accordance with •"' M Concrete nark shall con/orm to OWL 141 uDG. 11�hs the building design hes loss rate ale! heat be rats, wing a method fat forth by t. ' 2 Miall waterproof gypsum board i tubhhauar wilt anQ celnrl4f a per uDG, 8. Regulators are requtrsd for pressures In excess oP e0 tt». the executive director. . 2 Minimum uxrcrett compressive •trtngth to be 2Xt0 pal i 9e days, •colon 8t>1.t.Z Based on the model energy cod. ante t� L MlnMrum cement contwr! to be 3 sacks per yard except Plebs on grade to be 6 9. root drop• shah be equipped with trap primers• { VZ sacks per yard. ent to rt 5 se 4• 0. paint schedules d Interior and exterior. All preparation and apptkatbn shall be 10• voter balers boated within the building shall have drain fre>�r pressure relief , in contortltarco to the current standards set Poral M p"the pand wMl cowrlrtgs valve terminated i the exterior of building. Mace and curt all concrete a per Au standards and codes. spscltkatbn nraalM a published by rite penMsflta area painting Industry forte. , 4. rrovWe control JoMits M all slabs on grade i 2!'•O` oa,and V4' pr•hokled tt water coact• (toilet•) Installed M any building within the dry shall IVexpansion joints, i X0.0' o.c, In MI atterlor walks, and slab•. aqulpped with uuttr ressrrnlr'• that Ilmit the ureter used to not more than t.b gallons pet"/lwt1. s. Maintain b' minMrlum clearance between finish grade and wood r thickness Of A. boomexception: t>5ccetsiwy brr0 sower' laterals or other unforeseen i earth between WON od avid MTI, druln+•tarrces that Would Mtrpalr the proper removal of wastes need not comply . r ;t 1s,T Goat - primer seller. , : 7ND iomt - ISwnN undercoated. Nin onyJ , 12 shouter heats snarl be designed to introduce air Into the water flaw ��-_�ipQ�,(,✓�'q� 9RD coat - VMyI latex. . . reducing the water wags to D to gallons per minute. U"• �. � APPLICATION INSTRUCTIONS L NI reinforcing Pratt es and fmaller t0 be /BIM M b>s Qrade 40 NI bars tb aid D: wood doge, trim, bore, sheMnq and cabinetry. t0. r� moors shall be designcQ to Introduce air Into the caroler trove - - ' FOR CEDAR SHAKES 1 i gym. � � �• by 19T - s'JO pate woo•,flllsr Patein to match wood). reduclrq the vier usage to D Us gallOr» per minute. ' stain. * � � • � I. rlect an reMlforGklg per AG GGdM acrd standards. sRD - high gbfb varnNh (foNow With light faidingJ, INSTRUCTIONS FOR APPLYING 1 4TH - fits varnish. 14. .Toilet draft over Ilvinq, dining. Iamiy rooms to be cast Iron for sound Fee ceoAR sw�xEs "Soon control (OptlOnal). AS A CLASS 'K ROOF COVERING it PLLU G. wDOd fl00r1' y irx as T m�.a at 1/4 w�+0"4)4M�perow _ . +r' ♦` V ' + , • . riT • penetratlnq stall (color a selected by owner). 'ICY ' l , R oo• fr��,:•' • . t. Al kmiber spades and grades to be ere follows: 7ND and sRD - crap uretnarre. .. uetl.eJtruMbq'MrW9r••a•w"ei^•ao°e •,,;....,. ; , . .• . � O , ' t. An gta:lnq.siwl uxnpy with the air Infiltration starulards of the American national er°"'"'°�''°°'°`°�"''°'x°ra•iinOOM°a �,r.�• •�• . ,. ,a . tia+,oen err a rrnre ore wnna«row r+ur.+q.r ..�... ,,. . 00A Jolftsibtamfhtrhptrs: DF-L n ar better standard iTR Installation per section Mt94-t �a �."w9e.:�.,�1��M �::,;. '.11 � � i �.•, 1 B. 0' mom. bearrrNstrirrpers: VP >h ar better • u�„ IY.e�rnuoowaDen-0ennm �' •,\ . •,.`. '� •� \:, ' BucksrobcklrpNrldginpAnlsc.: Dr-L ar hem-rig M ar better Z NI glazing shall b• labeled tar Infiltration whether or not the plass area b uAthlnmcfelmumral sl Metal: the Mbulabte ib46. rr.r►a:rer ••-' E ' D. �tudfs Dr-L cad grade A.' � ' • stlllthleepRc•/platsNlralllnp IST coat - metal primer. . .. ' blocks embedded Mt concrete: Dr-t. prefsure treated 21,110soak - exterior erumet frust eontroiJ: wrtmoR�r4wa a�..,��none � e 0, All sxtsrlar doors to be minimum t-0/8' solid cors and washer-strlppee. a„��.■a.rKy�,�„�w�,:01N o', ►`'•"�, totes � i- • � am,Y rorr«re nnL wdrne nonnw�erdid werw ,.,91",•:.•.' ,, �, AU JOMtf or be" fuming foto foot bearing on)beanie, headers or girders ihaN 8. wood failda,trlm, soMlt: • .:.� 4, D,pq• Prom ga+'•ge to hpwe to be 1-Was wild ore and wether-(tripped with eporre n q'.b N•w4i be supported with 51mpoort U'wlpt joist or beam harper or equM. 13T coat - exterior acrynG ilex primer. seR otos Qevks. - °�+ : 1liD and �coat - exterior acrylk Ialtax rami-goat. .. � ' ' Nrq i M'woe lotarf 119.10 mdYq err r ale owe.er tfwrr�rp TM a19••+•9«Harte , " •:•' • .'. 0, Gras brklges i 10'-0' o. c. Maximum for foto soul Joist corrdltiont. .. � S. exterior Aoort► mounted on either the Inside Or the outside or an exterior writ rrax«ere ewe w a,nw a crowd nroa cam ..• -• � . aaihe d twee r+Dora arta'woe,av or ripe)0 �.' :• �' '�" =1 i shM1 have a mkilmum of on• Inch bP i each Jan• Iwreq re,r W ave er mp paaen a me ww i tl1 �••'' ,,;.�"'' Zj ' e with exterior k1e. Minlnrrtn � � . ' erlor ulydb. ego am me vrao+eq.,r,er oa,ao edge w • be standard Hall bd •' V I � •{. IalY1+'IOOD t0 grad g Pfd rY ver omeaw at.arvlee,m.e rx as spur o r � • ^ . • • ', ° . � , ,• b'o. c. i edges aid 1T o,e. Intermediate bat'Inq. install roof sheathing urf<l1 tau M•chantcal.r"orltlector shalhqt�responsble for dislgn of the WAG syftemaai a � • • A . AdA a bead or uiuNdnq round the interior of the tole plat• i all etxt w.rowrame.pwe, g►'•le perpetdkttiar W supportf and stepper Joints. !. . •destQnibltlid'cotrtraictor'. He ail►all�N Mi buts re�plMematts, provl4• add�lonal-'` fit bead should be applled at the Joint or subrloor ad $ole pile Jwt prior' to ' rpm klfornrilon err reglttre an¢ obtaMt.arca and permlta►required to - � aihhatrak appllutlon. �roe�avd+Pa�we rix e�� 0. MyuaodMless oth•rwbe noted: k Poor•.�4 dougia fir COX T t b slructwM xttttate buRton of r a aK em ra. 3 ' •:{. , • . , . , accomQlhh end work aescrb'ea. ,tXadnpdhtdtca<'• KtltR aggro �,lo D�t•i,lons and other opening! In the bulkllnp envelope shalt be ��a��±a�m� e ..;., and trail toe • b D, to• r. air ik.Mecnarlk•+( �'•�►' h rtfporn rot IdcaltMp Ic«rIt to, ' ,7, . .., Nl Irtts, • II, qMN ,, dltfwsris 11tH x�1r.r.o a a+elgn res rra+rq . rt � ' , farad,oversold, 4ask•ted ar uleattrentrlppad t0 Iimlt air leakage , s111E'hili deetp': 1Kulle •II duct Work per tltlt 94 � rw ra rarna�lrn,ad n+e a.e a e+e W� •� � �-- ' . ,` b; bill-lam•: DoUpla fir b aeeordalu With wCLA i 'Sb-74 Standard •pew 10111, Mxturef Ihherstr far to lim IIair le In klttherM and rl.w aralo�ra.rwe t��roe a n. •�roa,eerd>e orRaawi.n,e�doe deo err was t� `• r .'<• GotttD. 34r exterior° gM1e, krdwtrw .and foal. Pt''lW.from naKtul'� 1• ` NI tntchankM than be IrptaileQ per. unlPorm bulkJirrpLcode aXrd r,ny bi'adlatc•• a. UghtNr� WircmO a,aana �da.,,r,�.1'�Yerroa,ae,an,aar f Q i all limp. provide ALIG uirtwcie 6uiklNp drpartmtnt for apprOrrl Pr's' � � tn•uN:. , • • � - . �ua'Y�y • • bathroom wilt haw an efridancy of qo wnttns �" well err greater, err o car err rr.b o•�••wry�*•»� , •• � ' • ., , � .� • . l ars,.'n,gaceK attic ane Near oe asp au a r ,. f abr+kilon. , • 8•, a,pn,oee«ed+ewe r,aw t«tor,a o,h„x , _: t�lolkl fall, 011, ON;rwq+in outsl4e/ltM.naderfloor con+bwtbr+ adv vatiti ' - • fpr•• with a s tragM or battle i the Asad and the r,�, �„a„wa,,.r•:-,.. I.36 nuts, determine 70a arrld 10311t4G. q. t9ct door's will be provided ell, as ' , '�, � Bolts: Drill holes 1/tb':oversized. Use standard malleable Iron Maher• W Ot' heads agahrtt Mood. - nr err artlwrlr IM en�wirrelna an ns, ��;� • ' • 4:• , rtallaGt roans shah eoriM�l{gA�ir ehalpter y lRaG, Ctlllnq inwlatlon beGusat haled anA unheied area shall receive R-s0 blatlk•tf. to n oMwev soca e«iv1 ^'gar i t rooMe rb a+ureeltgeeR aLror Mr Nn rpe,f ale Metal andtorsatmpsan or approved eegprirltfe connectors as•sp•dfled M latest •' � • n,..�ew.r.,�,+e.,waRgrw+rarera.�r • . D. ':. frt'ovlde aut:onllb night setback thfrtnottats ot~ ayl Nrt+•ees total Output for au 1!. All pgrimeter WIII!• shall be tntulatel ulfth minimum R- 13 blankets. drm,.+1+►�0,aro negef ears r.aM•4arraKe:a ' ^{. . yeorrtlleue hp XV r�r aeia all aea w,a+e �, ttiN`ttiCed shah nQt bt(,eed,i7ft?00 brills:' *•' f ' , ,I. , .',yaue row a rY any re�e,rrdi,arq�•rlq i �, t•WIMp to con(ona to table 73••i-quBG 44 exterbr nMUrp to be paMaltized or ` ' t�: Underfloor (hall b• Insulated with minhnum R- t,btaMcet•. rrrrrrr.raa ror►s,e.,raewead Ii train b dwell b. pr+ovldt br' Gleaanee on e:otnMlstlon Mr fide of fu►traes room and !0` Vim 1h. 84AMM W ra.►�, DO!k4j Cp aro aluminum far natural Mdhh WrOod►. Drywall nq Trp: �d • 'i' O.C.maxMTNAR. negerutp ro ali+veeM^I r+a++ep 1b++y a^+ •,,,.4 H!PSfWd WW . . working spit• In fnortt of all hatlrlq u>fttroh, sea..•104, TOS, ane 014 ma..•r,r+ea rraa a,v�e�.,tiw•wa ,. '. __ - . . - _•____ ; • . , ,,• , ,• ' 10. provide s✓o^ pywood that panels a called for on dralAtrgs - . UMG. 7. •wh.n teen K •weer brier or q•• rurraice located In the gara4• and a door ' : i 11, t.ap spllse Plat a min4ntm of 4W with ibd b'o,c. each aide, each lege R'otn ant garage to duNl .prpNdt trrM ! •�'e hreh outsider uxrrbwtbrt air per - r - 1/e' X 1-t/1 wide instal straps are requtt td where are 1000 btu urRFt,V7 hl and t/1' low wets for water heater: I ' f n this image appears cut-off A � •+ i ' � �,. . • ,'. r. : . 11 Appr'Owd rape �a • . Interrupted ar brOkal. Do not notch brant•, t f • 1 "` 0• t tea $0411MG tutus 18' abo1� floor,and protect d from aN,to or rf not as legible as this r 10. run Iarlgth rrpm head to fin on IN dpeMnpr over tour feet. i t � • .'' ;� 1 : overlay, ti's due to the poor d �F • ,•, .y quality of the original document / G ��• . iq, 2 x 4 stilets s ib' O.G. ! PrtanM+g ce ell exterior carps. 1 V•ntlnQ of applUrxa shall coney with chaps 8 UMG. �•.~rj G t .� ., ; • rot exciptlon ;se fJMG �• � ... •. x 4 feuds • ib' oA• twit fP'amkp i AN Inttrlor wall•'and � X b feud• tEt oe:a t0, irrovids dtararru i rtngt to carrbrtttllle nlaterw•• ly ^ 1 t p wafN . tic 10b elide cleara+cs aha a spscMlard by permanent marking OnWit. , la1 • ' T r r � -r' I i I 11 I 21 m I 31 � 41 I �5 t SI 8 1 2 3 4 5I gi _j�81 91 tl)I til 12 13 14, 15