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S1444Lj 1 L� CITYY OF CUPERTIN``vO RViLDING DIVISION CONTROL . `l ( PEWNIIT�'"�'K 1 2 3 4 DATE 1 PROJECT ADDRESS �1 � E -\ .- if- w UT APNtt RES. (LUNG). (GARAGE) COMM.SQ.FT.(NEW) T.1. SQ.FT. RES.REMODEL PH. CONTACT VALUATION RECEIPT NO. PLN CHECK- ENERGY - AAA ENERGY_ NOTES: �5 G � GRADING SOILS CONSTRUCTION TAX Y N SCHOOL FEES_Y N BLDG PMT HOUSING MIT. FEES Y N SEISMIC ELECT. PLBG MECH. ISSLfED BY DATLJ �-Z 0` TOTALfEES: • t ARCHITECT 97120.02 DATE: 21 APRIL 1998 DATE: 26 MARCH 1998 CLIENT: MICHAEL KINOSHITA JOB: GALLAHER RESIDENCE JOB ADDRESS: 10376 SOMERSET COURT CUPERTINO, CA RE: PLAN CHECK CORRECTIONS PROJECT DESCRIPTION: SINGLE FAMILY RESIDENCES REMODEL CORRECTION: REVISION TO CALCS HAVE BEEN REDONE TO LIMIT INTERIOR SHEAR WALLS. 5. 6' INTERIOR SHEAR WALL LINE " B" ELIMINATED, GARAGE WALL HAS BEEN INCREASED WITH PLYWOOD. 6. LTT 20 AT EACH END HAS BEEN CALLED OUT. A-35 AT EACH FLOOR JOIST TO TOP PLATE. 7. SEE NEW DIAGRAM. 8. EXISTING STUCCO WALL NAILED TYPICAL ENTIRE LENGTH. 9, DRAG MEMBER TO BE NAILED 10D AT 8" O.C. PLEASE CALL FOR ANY CLARIFICATIONS THANK YOU, GARY MIYAMOTO (805) 466-4506 LICENSE NO. C•20484 . POST OFFICE BOX 1886 . ATASCADERO, CA 93423 1 (805) 466.4506 14W luo I coo. � ►c7v. L y sq-r.s i 71 787.r-3 T t $14"a s t*.$ ?-Ps� c i'KAOi8� = 12S•`i flF Ws- %184j[z<,o } t(4� t9 81.3 PAF of. .►a3Ct4(�y) sGa) .. �q fLF wS % .1til 1G 1(4)9 ,G qo fuf w la3ts s(�z) t s�a-� o 2 (s� 8 +• t(a� t3 3 - 119.3 f Lf + Z,(+)183 90 , f krf 17. G PLS 4- Iz.-s(1Z) 4 3-71 �4•z53.,S p,f e7knI.{ LCg4;m P : 1'91.5.16 +Iso? •S' 4 787.5 ` 3742,E (,10%). 3,A'. i I 1 " 1 S'7'S. iy 1 Z o?. S} s 9�• t 11 9.: 4 oX� yxj = solo tL $(is) 212 c 1 L7o.2 } 12470 + 171 2ti 16t) Y 11,5CIZ� s s$Z Zry ; 1 sb.9 ?�F � �C - tbtQ.Z. }-lZla •F 9fk.S - "rykS� ¢ I? 0 0 D G M DON GARY MIYAMOTO ARCHITECT DATE 4-29-98 JOB NUMBER 97120.02 JOB NAME GALLAHER LINE NUMBER :1 WALL PLUS ROOF DEAD I,OAD = 253.3 PLF FORCE ON WALL OR WALLS = 3391 LBS TOTAL NUMBER OF WALLS IN A LINE = 5 SHORTEST WALL IN THE DINE - 3 FT THE WALL SHEAR IS 178 PLF ----------------------------- THE ---- THE REQUIRED HOLD DOWN FORCE IS = 1048 LBS L.TF 11) REQUIRED A35 AT TOP PLATE = 72 O.C. REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL - 72 O.C. ------------ LINE NUMBER :2 WALI, PLUS ROOF DEAD LOAD - 198.3 PLF FORCE ON WALL OR WALLS - 5040 LBS TOTAL NUMBER OF WALLS IN A LINE - 1 SHORTEST WALL IN THE LINE - 14 FT THE WALL SHEAR IS = 360 PLF �� SCK spa i -t L Gu ' THE REQUIRED HOLD DOW14 FORCE IS - 1491 LBSL_TT .2.0 REQUIRED A35 AT TOP PLATE - 48 O.C. ------------ REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL - 72 O.C. ------------ LINE NUMBER :B WALL PLUS ROOF DEAD LOAD - 188.9 PLF FORCE ON WALL OR WALLS - 4735 LBS TOTAL NUMBER OF WALLS IN A LINE = 1 SHORTEST WALL IN THE LINE - 22 FT THE WALL SHEAR IS - 215 PLF 3�9 GDX X1'1' G ----------------------------- THE -- - --- --------- THE REQUIRED HOLD DOWN FORCE IS - 0 LBS ----------------------------- REQUIRED A35 AT TOP PLATE 24 O.C. --------------------------- REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL - 42 O.C. ----------------- LINE NUMBER :C WALL PLUS ROOF DEAD LOAD = 188.9 PLF FORCE ON WALL OR WALLS - 3745 LBS TOTAL NUMBER OF WALLS IN A LINE = 2 SHORTEST WALL IN THE LINE - 17 FT THE WALL SHEAR IS = 91 PLF 4;-,U4 ----------------------------- THE REQUIRED HOLD DOWN FORCE IS - 0 LHS ----------------------------- REQUIRED A35 AT TOP PLATE = 60 O.C. ----------------------------- REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL - 72 O.C. ----------------------------- C: \> C:\> i �_0 ARC 'S'i ARCHITECT Ar o c^ ihher 'l`rOf CAL\f�RN�P 71 10.01 Date• Oct 22 199E Je: 1904 UBC Seismic Zone 4 Wind 70 MPH Loading: Roof Live 16 PSF Roof Dead 10 PSF Floor Live 40 PSF Floor Dead 12 PSF Deck Live 60 PSF Deck Dead 6 PSF Note: 1. All details not covered here shall be per UBC "Conventional Building Standards." 2. Truss manufacturer shall be responsible for wood Truss design. It is not a part of this analysis. on: 1. Unless otherwise noted, soil is assumed to be UBC Type 5 with allowable vertical design pressure of 1000 psf. If any other soils are encountered it should immediately be brought to the attention of the Architect. 2. All bearing footings shall extend a minimum of 12" into firm natural undisturbed soil or approved compacted fill. Where fills are encountered the Soil's Engineers reports shall be submitted to the Architect for their review and approval of compatibility with the foundation design. Non-bearing footings to extend 8" into the subgrade. Reinforced Concrete: 1. Unless otherwise noted all concrete shall be 2000 psi at 28 days and shall conform to UBC 1905.1.3. 2. Ready -mix concrete shall conform to UBC Standard 19-3. 3. Reinforcing stall shall be grade 40 deformed bars conforming to UBC 1903.5.3 or ASTM Standard A 615 or A706 as appropriate. Reinforcing steel shall be accurately placed and adequately supported before concrete is placed and shall be secured against displacement within permitted tolerances. 4. Electrically welded wire mesh (EWWM) shall conform to UBC or ASTM Standards A 615, 706a and as appropriate. c sough Carpentry: \{ 5 1. Sawn lumber shall conform to UBC 23(.� Standards 23 -A -1; 23-A-2, as appropriate. Plywood shall conform to 23-2, 23-3. Structural glued -laminated timber shall conform to ASTM 3737. Connectors shall conform to 2311. 2. All 2 x 4 framing shall be "standard grade" or better unless noted otherwise. 3. 2 x 6 studs and other wall framing shall be "No. 3" or better unless noted otherwise. All other 2x6's shall be "No. 2" or better unless noted otherwise. 4. 4 x posts or columns shall be "No. 1" or better unless noted otherwise. 5. All 2 x 's and 4 x 's not included above shall be "No. 2" or better unless noted otherwise. ;. 6 x 's and larger shall be "No. 1" or better unless noted otherwise. 7. All plywood sheeting shall be cdx. e. All nailing not specified shall be per UBC "Nailing Schedule" -Table 23 -I -O. 9. Rafters, ceiling joists and floor joists to be solid blocked at all supports. Additionally, for 2 x 10's and 2 x12's, solid block at 8'- 0 minimum intervals unless the plans specifically state no blocking required." 10. Special attention shall be given to UBC Sec. 1-317 "Protection Against Decay and Termites." Unless approved as moderate or slight by the Building Official this structure shall be assumed to be in a "high" hazard area. 11. Bolt holes shall be the same diameter as the bolt. 12. All bolts in wood shall be A307. nny 0 if, LICENSE NO. C-20484 .ol� BMX 9'866 ATASCADERO, CA 93423 • (805) 466-4506 Jot± No Q7j2001_ [)ate. Oct 22.5997_ ARCHITECT Engineering Loads Roof Loads Exterior 2 st Flr Wall Load Comp shingle 2.50 psf 3/4" Wd Siding 3.00 psf 1/2"" CDX ply 2.00 psf 2"x4" 0 16" O.C. 2.00 psf 2"x Roof trs 024"O.C. 2.00 psf R13 Insul 1.00 psf 5/8" Gyp. Bd. 2.25 psf 1/2" Gyp.Bd. 2.00 psf R-30 Insul. 1.00 psf 3/8" Ply 1.00 psf Misc. .25 psf Misc. 1.00 psf Ext. Wall 10.00 psf RDL 10.00 psf Exterior 1 at Fir Wall LgAd Interior Wall Load 7/8" Stucco 10.00 psf 2"x4" ® 16" O.C. 2.00 psf 2"x4' ® 16" O.C. 2.00 psf R13 Insul 1.00 psf R13 Insul 1.00 psf 1/2" Gyp.Bd. 2.00 psf 1/2" Gyp.Bd. 2.00 psf Both sides 2.00 psf av Ply 1.00 psf Misc. 1.00 psf Misc. 1.00 psf Int. Wall 8.00 psf Ext. Wall 18.00 psf Roof Live Load = 16 psf Floor Live Load = 40 psf UBC 1628.2.1 Table No. 16.1 Page 2-34 Z= 0.4 I= 1 C= 2.75 Rw= 6 s= i Ct= 0.02 hn= 20 T= 0.189 V = Z'I'C/Rw = 0.183 x Wdl Wind Lgad UBC 1618 Exposure = B Wind speed = 70 Cq= 1.3 qs= 12.6 1= 1 AVERAGE HEIGHT: 10 FT. Ce = 0.62 p= Ce' Cq" qs'1= 10.10 psl AVERAGE HEIGHT: 20 FT, Ce= 0.67 p= Ce' Cq" qs"1= 10.97 psf LICENSE NO. C-20484 . POST OFFICE BOX 1886 • ATASCADERO, CA 93423 • (605) 466-4506 Job No 97120.01 pale• Oct 22. 1997 i louse H i h H1 = 8'- 6"+ 4'- 6" = 13'- 0" H1 = 17'- 6'+ 4'- 6" = 22'- 0" nd WI = (13'11) = 143 plf W2 = (22'11) = 242 plf ;ismic front to back W1 = 0.183'(28'10)+(2'4'18)+(2'4'8)+(2'4'25'8/22) = 102.61 pit W2 = 0.183'(25'10)+(2'4'18)+(2'4'0)+(2'4'23'8/21) = 84.93 plf W3 = 0.183'(27'10)+(2'4'10)+(2'4'8)+(2'4'26'8/28) = 86.63 pif W4 = 0.183'(26'12)+(2'8'18)+(2'8'8)+(2'8'26'8/28) = 154.97 pll side to side W5 = 0.183'(23'10)+(2'4'18)+(2'4'8)+(2'4'22'8/26) = 90.06 plf W6 = 0.183'(24'10)+(2'4'18)+(2'4'0)+(2'4'21'8/23) = 80.96 plf W7 = 0.183'(31'10)+(2'4'10)+(2'4'8)+(2'4'28'8/26) = 107.40 pif W8 = 0.183'(28'12)+(2'8'18)+(2'8'8)+(2'8'28'8/26) = 162.84 plf R oof diaphram V= 142'(28 / 2 )= 1988 Ib V = 1988/14 = 142 plf Use: 1/2 " OSB or eq. w/8d06"/12" case i layout Top plates Ip ice 1988/139 = 14.3 Use: 15- 16 d in each 48" minimum splice � t r+v1A Hv� V . I � � b D G M DON GARY MIYAMOTO ARCHITECT DATE 10-22-97 JOB NUMBER 97120.01 JOB NAME Gallaher LINE NUMBER :1 ':ALL PLUS ROOF DEAD LOAD = 156.7 PLF .FORCE ON WALL OR WALLS = 3553 LBS TOTAL NUMBER OF WALLS IN A LINE = 5 :SHORTEST WALL IN THE LINE = 3 FT THE WALL SHEAR IS = 173 PLF 4:. THE REQUIRED HOLD DOWN FORCE IS = 1151 LBS ------------- REQUIRED A35 AT TOP PLATE = 42 O.C. ------------- REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL = 72 O.C. ------------- LINE NUMBER :2 WALL PLUS ROOF DEAD LOAD = 142.7 PLF FORCE ON WALL OR WALLS = 3025 LBS TOTAL NUMBER OF WALLS IN A LINE = 1 SHORTEST WALL IN THE LINE = 13 FT THE WALL SHEAR IS = 232 PLF ----------------------------- AE REQUIRED HOLD DOWN FORCE IS = 933 LBS REQUIRED A35 AT TOP PLATE = 18 O.C. ------------ REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL = 42 O.C. ------------ _.INE NUMBER :3 TALL PLUS ROOF DEAD LOAD = 196.7 PLF FORCE ON WALL OR WALLS = 3118 LBS TOTAL NUMBER OF WALLS IN A LINE = 1 SHORTEST WALL IN THE LINE = 19 FT THE WALL SHEAR IS = 164 PLF,.,,, THE REQUIRED HOLD DOWN FORCE IS ------------ = 0 LBS REQUIRED A35 AT TOP PLATE ------------ = 72 O.C. :QUIRED 1/2 in ANCHOR BOLTS AT MUDSILL = 72 O.C. Job No 97120 01 pate• Oct. 22. 1997 ,e 1 Wdl = (8' 18) + (9' 10') = 234 plf 2/3 =156.7 plf F = 7' 242 + 13' 143= 3553 Ib TC= 28' BC = 28' A-35 1/2" A.B. Shear wall lengths 3.5', 6', 4', 3', 4' Line 2 Wdl = (8' 8) + (12.5' 12') = 214 plf 2/3 = 142.7 plf F = 12.5' 242 = 3025 Ib TC= 13' BC = 13' A-35 1/2" A.B. Shear wall lengths 13.0' a 3 Wdl = 231+ 8' 8 = 295 plf 2/3 = 196.7 pll F=5.5'242+(12.5' 143)=3118.5 Ib TC= 50' BC = 39' A-35 1/2" dia. A.B. Shear wall lengths 19.0' A Wdl = (8' 18) + (12.5' 10) = 269 plf 2/3 = 179.4 plf F = 13' 143 = 1859 Ib TC = 25" BC = 25' A-35 1/2" dia A.B. Shear wall lengths 19.5' Line B Wdl =(8'10) +(5.5'10) +( 5.5' 10) = 190 pit F = 1859+ 14'270= 5639 Ib TC = 22' BC = 22' A-35 1/2' dia. A.B. Shear wall lengths 6.0', 22.0' Line C Wdl = (9.5' 11) + (13' 10) = 234.5 plf 2/3 = 157 plf F = 3780 + 11'143= 5353 Ib TC = 22" BC = 22' A-35 1/2" dia A.B. Shear wall lengths 25', 17' .,+k********************************************************************** LINE NUMBER :A WALL PLUS ROOF DEAD LOAD = 179.4 PLF FORCE ON WALL OR WALLS = 1859 LBS TOTAL NUMBER OF WALLS IN A LINE = 1 SHORTEST WALL IN THE LINE = 19.5 FT THE WALL SHEAR IS = 95 PLF 5" THE REQUIRED HOLD DOWN FORCE IS = 0 LBS ------------ REQUIRED A35 AT TOP PLATE = 72 O.C. ------------ REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL = 72 O.C. ------------ ************************************************************************** LINE NUMBER :B WALL PLUS ROOF DEAD LOAD = 190 PLF 7OR_E ON WALL OR WALLS = 5639 LBS )7^,L NUMBER OF WALLS IN A LINE = 2 HO::TEST WALL IN THE LINE = 6 FT i1fE WALL SHEAR IS = 201 PLF THE REQUIRED HOLD DOWN FORCE IS = 1041 LBS ------------- REQUIRED A35 AT TOP PLATE = 18 O.C. ------------- REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL = 36 O.C. ------------- 'k********************************************************************** LINE NUMBER :C WALL PLUS ROOF DEAD LOAD = 157 PLF FORCE ON WALL OR WALLS = 5353 LBS TOTAL NUMBER OF WALLS IN A LINE = 2 SHORTEST WALL IN THE LINE = 17 FT THE WALL SHEAR IS = 127 PLF ":fE REQUIRED HOLD DOWN FORCE IS = 0 LBS .:EQUIRED A35 AT TOP PLATE = 48 O.C. REQUIRED 1/2 in ANCHOR BOLTS AT MUDSILL = 72 O.C. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Ti tic. ...-... .. TITLE 24 Date........ 12/10/97 Project Address........ 10376 SOMERSET COURT CUPERTINO, CA. v4.50� Documentation Author... GARY MIYAMOTO "" . But ung Permit Hagen Associates Architecture P.O. Box 202 Plan Check / Date Ataseadero, CA 93423 805-466-3257 Field C ec / Date Climate Zone........... 04 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enereomp, Inc. MICROPAS4 v4.50 Fite-GALLAHER WLh-CT204S92 Program -FORM CF -1R USer#-MP1729 User -Hagen Associates Architec Run -Typical House GENERAL INFORMATION Conditioned Floor Area..... 1975 st Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14.2 % of floor area Average Glazing U -value.... 1.19 Stu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Assembly Type Type R -value R -value U -Value location/Comments Wall Wood R-0 R-0 0.386 Roof Wood R-19 R-0 0.051 Attic Door n/a R -O R-n/a 0.330 Solid Wood SlabEdge n/a R-0 R-n/a 0.720 To Outside FENESTRATION N of Interior Area U- Pan- Shading/ Orientation (sf) Value es Description Window Front (S) 28.0 1.190 1 Drapes.Std Window Front (S) 4.0 1.190 1 Drapes.Std Window Front (S) 33.0 1.190 1 Drapes.Std Window Left (W) 24.0 1.190 1 Drapes.Std Window Left (W) 9.0 1.190 1 Drapes.Std Window Back (N) 20.0 1.190 1Drapes.Std Window Back (N) 78.0 1.190 1 Drapes .S[d Window Back (N) 36.0 1.190 1 Drapes.Std Window Right (E) 36.0 1.190 1 Drapes.Std Window Right (E) 12.0 1.190 1 Drapes.Std THERMAL MASS Over - Exterior hang/ Framing Shading Fins Type Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal Sun Screen Yes Metal CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.750 AFUE Attic R-4.2 Setback NoCooling 10.00 SEER Attic R-4.2 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 LEC Standards SPECIAL FEATURES/REMARKS 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/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... MIKE KINOSHITA Name.... GARY MIYAMOTO Company, Company. Hagen Associates Architecture Address. 42Y S. MURPHY AVE. #1 Address. P.O. Box 202 SUNNYVALE, CA. 94086 Atascadero, CA 93423 Phone... 14 08) 736-8683 Phone... 805-466-3257 License. G` M' 1 Signed.. G Signed.. J da ) at ENFORCEMENT AGENCY \ Name.... Title... Agency.. Phone... Signed.. ( ate) Area Thickness Type Exposed (af) (in) Locat i on/Comments SlabOnGradc Yes 12 3.5 Exposed SlabOnGrade No 1263 3.5 Covered InteriorVert Yes 48 1.0 Tile Walls InteriorHorz Yes 36 1.0 Tile Floor CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.750 AFUE Attic R-4.2 Setback NoCooling 10.00 SEER Attic R-4.2 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 LEC Standards SPECIAL FEATURES/REMARKS 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/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... MIKE KINOSHITA Name.... GARY MIYAMOTO Company, Company. Hagen Associates Architecture Address. 42Y S. MURPHY AVE. #1 Address. P.O. Box 202 SUNNYVALE, CA. 94086 Atascadero, CA 93423 Phone... 14 08) 736-8683 Phone... 805-466-3257 License. G` M' 1 Signed.. G Signed.. J da ) at ENFORCEMENT AGENCY \ Name.... Title... Agency.. Phone... Signed.. ( ate) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... TITLE 24 Date........ 12/10/97 Project Address........ 10376 SOMERSET COURT ••'•'•• CUPERTINO, CA. v4.50• Documental ion Author... GARY MIYAMOTO ••'... But TTng Permit # Hagen Associates Architecture P.O. Box 202 Plan Check / Date Atascadero, CA 93423 805-466-3257 Fte C ec / Date Climate Zone........... 04 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 Fite-GALLAHER Wth-CTZ04S92 Program -FORM MF -1R User#-MP1729 User -Hagen Associates Architec Run -Typical House Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an 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. BUILDING ENVELOPE MEASURES Design- Enforce- er ment •150(x): Mini mum R-19 ceiling insulation. - 150(b): Loose fill insulation manufacturers labeled R -Value. - *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). _ •150(d): Minimum R-13 raised floor insulation in framed floors; minimun R-8 in concrete raised floors. - 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. - 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. - 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltrati on controls a. Doors and windows between conditioned and unconditioned Spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. _ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. - 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. _ 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Hascnry and factory -built fireplaces have: a. Closeable metal or glass door b. outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. _ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110.13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. - 1500): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 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). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. - *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a mini" installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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. - 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal effteiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. - 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Nonelectrical cooking appliance with pilot < 150 Btu/hr.). - LIGHTING MEASURES Design- Enforce- er ment 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. - COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... TITLE 24 Date........ 12/10/97 Project Address........ 10376 SOMERSET COURT"*`"" CUPERTINO, CA. `v4.50* Docunentat ion Author... GARY MIYAMOTO •"`•`" Building Permit Hagen Associates Architecture P.O. Box 202 Plan Check / Date c Atasadero, CA 93423 805-466-3257 Field Check/ Date Climate Zone........... 04 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPA54 v4.50 File-GALLAHER Wth-CTZ04S92 Program -FORM C -2R User#•MP1729 User -Hagen Associates Architec Run -Typical House MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 7.64 27.35 -19.71 Space Cooling.......... 6.50 5.46 1.04 Water Heating.......... 11.94 11.94 0.00 Total 26.08 44.75 -18.67 ••• Building does not comply with Computer Performance - GENERAL INFORMATION Conditioned Floor Area..... 1975 sf Building Type .............. Single Family Detached Construction Type .. New Building Front Orientation. Front Facing 180 deg (S) 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......... 15800 cf Footprint Area ............. 1275 sf Ground Floor Area.......... 1275 sf Slab -On -Grade Area......... 1275 sf Glazing Percentage......... 14.2 % of floor area Average Glazing U -value.... 1.19 Btu/hr-sf-F Average Ceiling Height..... 8 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cord- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1975 15800 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R OPAQUE SURFACES Area U-Insul Act Solar Form 3 Location/ Surface (sf) value R -vat Azm Tilt Gains Reference Conments HOUSE 1 Wall 139 0.386 0 180 90 Yes W.0.20.16 2 Wall 224 0.386 0 180 90 Yes W.0.2X4.16 3 Wall 171 0.386 0 270 90 Yes W.0.2X4.16 4 Wall 204 0.386 0 270 90 Yes W.0.2X4.16 5 Wall 266 0.386 0 0 90 Yes W.0.20.16 6 Wall 224 0.386 0 0 90 Yes W.0.2X4.16 7 Wall 156 0.386 0 90 90 Yes W.0.2X4.16 8 Wail 204 0.386 0 90 90 Yes W.0.2X4.16 9 Roof 1275 0.051 19 n/a 0 Yes R.19.2X8.16 Attic 10 Door 20 0.330 0 180 90 Yes None Solid Wood PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R -vat Gains Location/Comments HOUSE 11 SlabEdge 22 0.720 R-0 No To Outside FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tit Only Shade Description HOUSE 1 Window 28.0 1 Metal Slider 1.190 180 90 1.00 0.78 Drapes.Std 2 Window 4.0 1 Metal Slider 1.190 180 90 1.00 0.78 Drapes.S td 3 Window 33.0 1 Metal Slider 1.190 180 90 1.00 0.78 Drapes.Std 4 Window 24.0 1 Metal Slider 1.190 270 90 1.00 0.78 Drapes.Std 5 Window 9.0 1 Metal Slider 1.190 270 90 1.00 0.78 Orapes.Std 6 Window 20.0 1 Metal Slider 1.190 0 90 1.00 0.78 Drapes.Std 7 Wind" 78.0 1 Metal Slider 1.190 0 90 1.00 0.78 Orapes.Std 8 Window 36.0 1 Metal Slider 1.190 0 90 1.00 0.78 Drapes.Std 9 Window 36.0 1 Metal Slider 1.190 90 90 1.00 0.78 Drapes.Std 10 Window 12.0 1 Metal Slider 1.190 90 90 1.00 0.78 Drapes.Std OVERHANGS AND SIDE FINS -Window- -Overhang- -Left Fin- -Right Fir> - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ---------'----- HOUSE 1 Window 28.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/e n/a n/a n/a n/a 2 Window 4.0 6.7 n/n 2.0 9.5 n/a n/a n/a No No n/a n/a n/a 3 window 33.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/o n/a n/a 4 Window 24.0 6.7 n/a 2.0 9.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 6.7 n/a 2.0 1.5 No n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 6.7 n/a 2.0 9.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 78.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 36.0 6.7 n/a 2.0 1.5 n/a No n/a n/a n/a n/a n/a n/a 9 Window 36.0 6.7 n/a 2.0 9.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 6.7 n/a 2.0 1.5 n/a No n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 3 c -2R Project Title.......... TITLE 24 Date........ 12/10/97 MICROPAS4 v4.50 File-GALLAHER Nth-CTZ04S92 Program -FORM C -2R User#-MP1729 User -Hagen Associates Architec Rin -Typical House EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 1 Window 28.0 Sun Screen 0.34 2 Window 4.0 Sun Screen 0.34 - 3 Window 33.0 Sun Screen 0.34 4 Window 24.0 Sun Screen 0.34 5 Window 9.0 Sun Screen 0.34 6 Window 20.0 Sun Screen 0.34 7 Window 78.0 Sun Screen 0.34 8 Window 36.0 Sun Screen 0.34 9 Window 36.0 Sun Screen 0.34 10 Window 12.0 Sun Screen 0.34 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabOnGrade 12 3.5 28.0 0.98 R-0.0 Exposed 2 SlabOnGrade 1263 3.5 28.0 0.98 R-2.0 Covered 3 InteriorVert 48 1.0 24.0 0.67 R-0.0 Tile Walls 4 InteriorHorz 36 1.0 24.0 0.67 R-0.0 Tile Floor HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.750 AFUE Attic R-4.2 0.880 NoCooling 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Nunber Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Water Heater to meet minimum CEL Standards SPECIAL FEATURES/REMARKS POINT SYSTEM Page 1 P -2R Project Title.......... TITLE 24 Date........ 12/10/97 Project Address........ 10376 SOMERSET COURT *••fe*` CUPERTINO, CA. •v4.50• Documentation Author... GARY MIYAMOTO • ••"• BuiidinE�/Dati Hagen Associates Architecture P.O. Box 202 Plan ChAtascadero, CA 93423 805.466.3257 Fre C Climate zone........... 04 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-GALLAHER Wth-CTZ04S92 Program -FORM P -2R User#-MP1729 User -Hagen Associates Architec Run -Typical House MICROPAS4 POINT SYSTEM SUMMARY Energy Use Points Space Heating.......... -50 Space Cooling .......... .1 Water Heating.......... 0 Total -51 •" Building does riot comply with Point System GENERAL INFORMATION Conditioned Floor Area..... 1975 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Nunber of Dwelling Units... 1 Number of Building Stories. 2 Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 15800 cf Footprint Area ............. 1275 sf Slab -On -Grade Area......... 1275 sf Glazing Percentage......... 14.2 % of floor area Average Glazing U -value.... 1.19 Btu/hr-sf-F Average Ceiling Height..... 8 ft GLAZING Orientation Glass Area % Glass a. North 134.0 6.78% b. East 48.0 2.43% c. South 65.0 3.29% d. West 33.0 1.67% e. Skylight 0.0 0.00% Total 280.0 14.18% POINT SYSTEM Page 2 P -2R SCORE CARD Measure Points 1. Ceiling Insulation (U -Value) 0.051 .2 2. Walt Insulation (U -Value) 0.386 -44 3. Raised Floor Insulation (U -Value) 0.000 0 4. Slab Edge Insulation (F2 Factor) 0.720 1 5. Infiltration - Ducts in Unconditioned Space Yes 0 6. Fenestration Heat Loss (U -Value) 1.190 at 14.18% -2 Sum 1.6 -47 7. Fenestration Heat Gain SC Effective Shade % Fenes- Shade % Fenes- Effective- tration Open tration ness Ratio North 6.78% x 0.331 = 2.25% 0.949 0 East 2.43% x 0.327 = 0.79% 0.932 0 South 3.29% x 0.309 = 1.02% 0.776 .1 West 1.67% x 0.326 = 0.54% 0.931 2 Skylight 0.00% x 0.000 = 0.00% 0.000 0 B. Interior Thermal Mass (Mass/Area) 1.251 -2 9. Exterior Wall Mass (Mass/Area) 0.000 0 Sum 7-9 -1 Equipment Duct Effective Zonal Efficiency Efficiency Efficiency Control 10. Heating 0.750 AFUE x 0.880 = 0.660 AFUE No .3 11. Cooling 10.000 SEER x 0.870 = 8.700 SEER No 0 12. Water Heating Tank External Energy Size Insulation Tank Type Heater Type Factor (gal) R -value Distribution Type 1. Standard Standard Std Std R -Std Standard 2. n/a n/a n/a n/a R-n/a n/a 0 Point Total: -51 POINT SYSTEM Page 3 P -2R Project Title.......... TITLE 24 Date........ 12/10/97 MICROPAS4v4.50 File-GALLAHER Wth-CTZ04S92 Program -FORM P -2R User#-MP 1729 User -Hagen Associates Architec Run -Typical House BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1975 15800 1.00 Yes Setback 8.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R -vat Azm Tilt Gains Reference Comments HOUSE 1 Walt 139 0.386 0 180 90 Yes W.0.2X4.16 2 WaLI 224 0.386 0 180 90 Yes W.0.2X4.16 3 Watt 171 0.386 0 270 90 Yes W.0.2X4.16 4 Wall 204 0.386 0 270 90 Yes W.0.2X4.16 5 Watt 266 0.386 0 0 90 Yes W.0.2X4.16 6 Wall 224 0.386 0 0 90 Yes W.0.2X4.16 7 Wall 156 0.386 0 90 90 Yes W.0.2X4.16 8 Walt 204 0.386 0 90 90 Yes W.0.2X4.16 9 Roof 1275 0.051 19 n/a 0 Yes R.19.2X8.16 Attic 10 Door 20 0.330 0 180 90 Yes None Solid Wood PERIMETER LOSSES Length F2 Insut Solar Surface (ft) Factor R -vat Gains Location/Comments HOUSE 11 SlabEdge 22 0.720 R-0 No To Outside FENESTRATION SURFACES # of Vent SC Sc Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Ttt Only Shade Description HOUSE 1 Window 28.0 1 Metal Slider 1.190 180 90 1.00 0.78 Dropes.Std 2 Window 4.0 1 Metal Slider 1.190 180 90 1.00 0.78 Drapes.Std 3 Window 33.0 1 Metal Slider 1.190 180 90 1.00 0.78 Drapes.Std 4 Window 24.0 1 Metal Slider 1.190 270 90 1.00 0.78 Drapes.Std 5 Window 9.0 1 Metal Slider 1.190 270 90 1.00 0.78 Drapes.Std 6 Window 20.0 1 MetaL Slider 1.190 0 90 1.00 0.78 Drapes.Std 7 Window 78.0 1 Metal Slider 1.190 0 90 1.00 0.78 Drapes.Std 8 Window 36.0 1 Metal Slider 1.190 0 90 1.00 0.78 orapes.Std 9 Window 36.0 1 Metal Slider 1.190 90 90 1.00 0.78 Drapes.Std 10 Window 12.0 1 Metal Slider 1.190 90 90 1.00 0.78 Drapes.Std POINT SYSTEM Page 4 P -21I OVERHANGS AND SIDE FINS -Window---v^verhang- -Left Firr- -Right Fin - Area Left Rght Surface (sf) Hght Wdth Opth Hght Ext Ext Ext Opth Hght Ext Dpth Hght HOUSE ------- ----- 1 Window 28.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 4.0 6.7 n/a 2.0 9.5 n/e n/a n/a NO n/a n/a n/a n/a 3 Window 33.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 24.0 6.7 n/a 2.0 9.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 6.7 n/a 2.0 9.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 78.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 36.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 36.0 6.7 n/a 2.0 9.5 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 12.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 1 Window 28.0 S un Screen 0.34 2 Window 4.0 Sun Screen 0.34 3 Window 33.0 Sun Screen 0.34 4 Window 24.0 Sun Screen 0.34 5 Window 9.0 Sun Screen 0.34 6 Window 20.0 Sun Screen 0.34 7 Window 78.0 Sun Screen 0.34 8 Window 36.0 Sun Screen 0.34 9 Window 36.0 Sun Screen 0.34 10 Window 12.0 Sun Screen 0.34 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 SlabonGrade 12 3.5 28.0 0.98 R-0.0 Exposed 2 SlabOnGrade 1263 3.5 28.0 0.98 R-2.0 Covered 3 InteriorVert 48 1.0 24.0 0.67 R-0.0 Tile Walls 4 InteriorHarz 36 1.0 24.0 0.67 R-0.0 Tile Floor HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.750 AFUE Attic R-4.2 0.880 Nocooling 10.00 SEER Attic R-4.2 0.870 POINT SYSTEM Page 5 P -2R Project Title.......... TITLE 24 Date........ 12/10/97 MICROPAS4 v4.50 File-GALLAHER Wth-CTZO4S92 Program -FORM P -2R User#-MP1729 User -Hagen Associates Architec Run -Typical House WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gat) R -value Water Heater to meet minimum CEC Standards - SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... TITLE 24 Date........ 12/10/97 Project Address........ 10376 SOMERSET COURT "v.t50• CUPERTI No' CA. Documentation Author... GARY MIYAMOTO '"•"`• BUI Ing Permit Hagen Associates Architecture P.O. Box 202 Plan Chec / _J Date CA 93423 805-466.3257 FIe C ec /Date Climate Zone........... 04 Inc Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enerc�P MICROPAS4 v4.50 Fite-GALLAHER Wth-CT104S92 Program -HVAC SIZING User#-MP1729 User -Hagen Associates Architec Rtn-Typical House rcucoei INFORMATION Floor Area ..............•._ 1975 scf Volume................... Front Orientation.......... Front Facing 180 deg (S) 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) (Bbd) Opaque Conduction and Solar...... 25950 7228 Glazing Conduction ............... 12328 3332 Glazing Solar .................... 8029 1060 Infiltration ....... 8029 1010 Internal Gain...................•n/a 2100 4631 2215 Ducts ............................ Sensible Load .................... 50938 24370 Latent Load ...................... n/a 4874 Minimum Total Load 50938 29244 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, avoilability 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. ADDITION WORKSHEET Page 1 ADD Project Title....... TITLE 24 Date........ 12/10/97 Project Address........ 10376 SOMERSET COURT••••••* CUPERTINO, CA. •14.50' Documentation Author... GARY MIYAMOTO •**`••* Hui ink g Permit # Hagen Associates Architecture P.O. Box 202 Plan Check / Date Atascadero, CA 93423 805-466-3257 Fie C ec / Date Climate Zone........... 04 Compliance Method...... MICROPAS4 14.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-GALLAHER Program -ADDITIONS User#-MP1729 User -Hagen Associates Architec Run -Typical Nouse ADDITION WORKSHEET - COMPUTER PERFORMANCE EXISTING Fite Name .................. GALLAHER Run Title .................. Typical House Conditioned Floor Area..... 1975 sf Standard Design Energy Use. 26.08 kBtu/sf-yr Proposed Design Energy Use. 44.75 kBtu/sf-yr NEW (EXISTING PLUS ADDITION) File Name .................. NEWGALL Run Title .................. Typical House Conditioned Floor Area..... 1975 sf Standard Design Energy Use. 26.08 kBtu/sf-yr Proposed Design Energy Use. 44.19 kBtu/sf-yr FLOOR AREA RATIO Floor Existing New Area Floor Area Floor Area Ratio 1975 / 1975 1.000 ADDITION DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION) Floor New AreaExisting Existing Addition Standard Ratio Proposed Standard Design 26.08 1 1.000 x ( 44.75 - 26.08) = 44.75 Note: If (Existing Proposed - Existing Standard) is negative, this difference is set to zero. ADDITION ENERGY USE SUMMARY Energy Use Addition Proposed Compliance (Y.Btu/sf-yr) Design Design Margin New .................... 44.75 44.19 0.56 ••' Addition complies with Computer Performance — ADDITION WORKSHEET Page 1 ADD Project Title.......... TITLE 24 — Date........ 12/10/97 Project Address........ 10376 SOMERSET COURT•*'•'•` CUPERTINO, CA. '14.50` Documentation Author... GARY MIYAMOTO •'"•"•• Bui �n� g Permit # Hagen Associates Architecture P.O. Box 202 Plan Check / Date Atascadero, CA 93423 805-466-3257 Fie—Td CFec / Climate Zone........... 04 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. NI CROPAS4 v4.50 Fite-GALLAHER Program -ADDITIONS Userlf-MP1729 User -Hagen Associates Architec Run -Typical House ADDITION WORKSHEET - POINT SYSTEM EXISTING File Name .................. GALLAHER Run Title .................. Typical House Conditioned Floor Area..... 1975 sf Point Total ................ -51 NEW (EXISTING PLUS ADDITION) File Name .................. NEWGALL Run Title .................. Typical House Conditioned Floor Area..... 1975 sf Point Total ................ -50 ADDITION POINT GOAL FOR NEW (EXISTING PLUS ADDITION) Existing Addition Addition Exiting Floor Addition Floor New Design Points Area Points Area Floor Area Points 1( -51 x 1975) « < 0 x 0)] / 1975 = -51 ADDITION POINT SYSTEM SUMMARY Addition Proposed Points Points Design Design Margin New .................... -51 -50 1 — Addition complies with Point System "* 58MXA \Deluxe 4 -Way Multipoise Fixed -Capacity .EATING. CMU.G* Direct -Vent Condensing Gas Furnace � 1 ,,tRlt r.UT Installation, Start -Up, and Operating Instructions --;• For Sizes 040-140, Series 130 /OESIG,y.., d£nlCq� � Z x �cil rue. it qs) aid"��ro s 2.r ama CEq__Ep ..mm Gare. Corpne� �� Btl� o APPNovuS �� sc vml [MMOOt V c_ "SUASOC Ni P A. N E SIAR'w 09pat s1.20e C[RTIhUTI NO i M2PCun> Cramp N w utrN�muK.t dw ,.N,, ,AR m„Fw. REGISTERED QUALMY SYSTEM r,. ober otr Kay. AIRFLOW A93040 NOTE: Read the entire instruction manual before starting the installation. This symbol —t indicates a change since the last issue. Index Page DIMENSIONAL DRAWING........................................................2 HORIZONTAL o SAFET • CONSIDERATIONS.....................................................3 Clearances to Combustibles......................................................3 ELECTROSTATIC DISCHARGE (ESD) PRECAUTIONS ....3-4 IN'T'RODUCTION ..........................................................................4 DOWNFLOW APPLICATIONS......................................................................4-1 1 General......................................................................................4 AIRFLOW Upflow Applications..............................................................4-7 DownFlow Applications.........................................................7-8 Horizontal Left (Supply -Air Discharge) Applications 8-10 Horizontal Right (Supply -Air Discharge) Applications 10-11 LOCATION............................................................................11.13 General............................................................................... 11-12 Furnace Location Relative to Cooling Equipment................12 Hazardous Locations.......................................................... _... 13 INSTALLATION....................................................................13-17 Leveling Legs (If Desired).....................................................13 Installation In Upflow and Downflow Applications 13-15 Installation In Horizontal Applications..................................15 FilterArraugement..................................................................16 Bottom Closure Panel.............................................................16 GasPiping...............................................................................17 ELECTRICAL CONNECTIONS ...........................................17.21 115-v Wiring......................................................................17-18 WiringDiagram......................................................................19 24-v Wiring.............................................................................20 Accessories..............................................................................2 I DIRECTVENTING...............................................................21-30 Removal of Existing Furnaces from Common Vent Systems.....................................................21 a 1-42 Cumbustion-Air and Vent Piping .....................................21.27 Concentric Vent and Combustion -Air Termination Kit Installation ................. ................. ............................ 27-29 fstultiventing and Vent Termination.................................29-30 CONDENSATE DRAIN........................................................31-32 General....................................................................................31 Application..............................................................................31 Condensate Drain Protection. ............................................ 31-32 /OESIG,y.., d£nlCq� � Z x �cil rue. it qs) aid"��ro s 2.r ama CEq__Ep ..mm Gare. Corpne� �� Btl� o APPNovuS �� sc vml [MMOOt V c_ "SUASOC Ni P A. N E SIAR'w 09pat s1.20e C[RTIhUTI NO i M2PCun> Cramp N w utrN�muK.t dw ,.N,, ,AR m„Fw. REGISTERED QUALMY SYSTEM r,. ober otr Kay. AIRFLOW 4 JW HORRONTAL -7 HORIZONTAL o LEFT RIGHT DOWNFLOW AIRFLOW AIRFLOW AIRFLOW Fig. 1—Multipoise Orientations A93041 SEQUENCE OF OPERATION..............................................32.33 HeatingMode..........................................................................32 CoolingMode.........................................................................32 Continuous Blower Mode.......................................................32 BeatPump Mode...............................................................32-33 ComponentTest......................................................................33 START-UP PROCEDURES..................................................33-42 General....................................................................................33 Prime Condensate Trap With Water.................................33-34 PurgeGas Lines......................................................................34 Adjustments.......................................................................34-41 Set Gas Input Rate............................................................34-40 Set Temperature Rise........................................................40-41 Adjust Blower Off Delay (11eet Mode).................................40 Set Thermostat Beat Anticipator............................................41 CHECK SAFETY CONTROLS..................................................41 Check Primary Limit Control.................................................41 Check Pressure Switch..........................................................AI CHECKLIST.......................................................................... a 1-42 Manufacturer reserves the right to discontinue. or change at any time, specifications or designs without notice and without Incurring obligations. tnnwl 1 4 PC 101 Cn111n1 PI, 535-840 P11— n ALTITUDE 0 to 2000 ALTITUDE 2001 to 3000 ALTITUDE 3001 to 4000 UNIT SIZE 040.08 040.12 060-08 060.12 060-16 060-12 080-16 080-20 100-16 100-20 See notes on page 26. 120.20 140-20 UNIT SIZE 040-08 040.12 060-06 060-12 O6D•16 060.12 080-16 080-20 1OD-16 100.20 120-20 140.20 UNIT SIZE oa0-06 040.12 060.08 060-12 060.16 080-12 060.16 080-20 100-16 100-20 120-20 140.20 m Table 6—Maximum Allowable Pipe Length (Ft) NUMBER OF 90' ELBOWS TERMINATION PIPE DIA 3 4 5 6 TYPE (IN.)' 1 5 2 NA NA NA NA NA 2 Pipe or 2 -In. 1 1.1/2 70 70 65 60 60 55 Concentric 2 70 70 70 70 70 70 1.1/2 20 15 10 5 NA NA 2 Pipe or 2 -In. Concentric 2 70 70 70 70 70 70 1-1/210 NA NA NA NA NA 2 Pipe or 2•in. 2 55 50 35 30 30 20 Concentric 2-1/2 70 70 70 70 70 70 2 5 NA NA NA NA NA 2 Pipe or 3•In. 2-1/2 40 30 20 20 10 NA Concentric 3 70 70 70 70 70 70 2.12 one disk 10 NAI NA NA NA 20 31 45 40 35 30 25 2 Pipe or 3•In. Concentric 3t no disk 70 70 70 70 7p 70 70 4t no disk 70 70 70 70 70 NA NA 2.12 one disk 5 NA NA NA 20 15 2 Pipe or 3t one disk 40 35 30 25 49 q4 a0 Concentriricc 3t no disk 60 5652 70 70 70 70 4t no disk 70 70 NUMBER OF 90' ELBOWS TERMINATION PIPE DIA 3 4 5 6 TYPE (IN.)' 1 67 2 62 57 52 52 47 2 Pipe or 2 -In. 1-12 2 70 70 70 70 70 70 Concentric 17 12 7 NA NA NA 2 Pipe or 1-1/2 67 66 61 61 61 ic Concentrric 2 2 70 49 44 30 25 25 1! 2 Pipe or 2 -In. Concentric 2-1l2 70 70 70 70 70 72 2 Pipe or 3 -In. 2.12 35 26 16 70 16 70 6 66 W 6 Concentric 3 70 70 9 NA NA NA N' 2 Pipe or 3 -In. 3 3t no disk 14 70 70 63 56 S0 4' Concentric 4t no disk 70 70 70 70 70 7 N 3t one disk 20 15 10 5 NA 1 2 Pipe or 3 -In. 31 no disk 39 35 31 27 23 7 Concentric 4t no disk 70 70 70 70 70 NUMBER OF 90' ELBOWS TERMINATION PIPE DIA 2 3 q 5 � TYPE (IN.)' 1-1/2 1 64 59 54 49 48 L 2 70 70 70 70 702 ' Concentric 1-12 16 11 6 NA I Pipe or 2-1n. Concentric 2 68 63 62 57 57 2 46 41 26 23 22 2 Pipe or Concentriricc 2-12 70 70 70 70 70 2 Pipe or 2-12 33 24 15 70 14 66 5 61 t Concentric 3 70 70 51 44 38 2 Pipe or 3t no disk 65 58 70 70 70 is Concentric 4t no disk 70 70 NA NA 3t one disk 11 6 NA 2 Pipe or 3 -In. 3t no disk 30 26 22 1 18 14 Concentric ,. __ -- "n 11, 70 1 70 1 70 1 VENT] HORIZONTAL TO ROOF COMBUSTION -AIR PIPE 12' MIN VERTICAL TO ROOF -AIR PIPE VENT HORIZONTAL TO SIDEWALL COM - — - - VENT PIPE VERTICAL TO SIDEWALL NOTE: A 12 In. minimum offset pipe section is recommended with short (5 to B h) vent systems. This recommendation is to reduce excessive condensate droplets from exiting the vent pipe. IR PIPE A96230 Fig. 29—Short Vent (5 to 8 Ft) System EXAMPLE: An 080.12 size furnace located in Indianapolis, elevation 650 It above sea level, could be installed in an application requiring 3 elbows and 32 ft of vent pipe, along with 5 elbows and 34 ft of combustion -air pipe. Table 6 indicates this application would allow a 2 -in. diameter vent pipe, but require a 2-112 in. diameter combustion air pipe (2 -in. pipe is good for 35 ft with 3 elbows, but only 30 ft with 5 elbows). Therefore, 2-1/2 in. diameter pipe must be used for both vent and combustion -air pipes since larger required diameter must always be used for both pipes. If same installation were in Albuquerque, elevation 5250 ft above sea level, installation would require 2-1/2 in. vent pipe and combustion -air pipe. At 5001- to 6000 -ft elevation, 2 -in. pipe is only good for 17 If with 5 elbows, and 2-12 in. pipe is good for 70 ft with 5 elbows. b. Reposition combustion -au intake housing plug fitting to appropriate unused intake housing connection. c. If required, insert perforated disk assembly (factory - supplied in loose parts bag) in intake housing where combustion -air intake pipe will be connected. If half disk set is required, install with shoulder of disk against stop in combustion -air inlet. d. Install pipe support (factory -supplied in loose parts bag) into selected furnace casing combustion -air pipe hole. Pipe support should be positioned at bottom of casing hole. e. Insert 2 -in. diameter pipe into intake housing. NOTE: A 2 -in. diameter pipe must be used within the furnace casing. Make all pipe diameter transitions outside furnace casing. f. Drill a 1/8 -in. hole in 2 -in. combustion -air pipe using hole in intake housing as a guide. g. Install a field -supplied No. 6 or No. 8 sheet metal screw COMBUSTION -AIR AND VENT PIPE ATTACHMENT into combustion -air pipe. NOTE: All pipe joints must be watertight except attachment of NOTE: DO NOT OVERTIGHTEN SCREW. Breakage to intake combustion -air pipe to inlet housing connection, since it may be housing or fitting may cause air leakage to occur. necessary to remove pipe for servicing. NOTE: Do not attach combustion -air intake pipe permanently to 1. Attach combustion -air pipe as follows: combustion -air intake housing since it may be necessary to remove a. Determine location of combustion -air intake pipe connec- pipe for service of ignitor or flame sensor. tion to combustion -air intake housing as shown in Fig. 28 COMBUSTION -AIR INTAKE HOUSING PLUG for application. FITTING 21 A WARNING Inducer housing outlet cap must be installed and fully seated against inducer housing. Clamp must be tightened to prevent any condensate leakage. Failure to follow this warning could result in electrical shock, fire, personal injury, or death. c Install pipe support (factory -supplied in louse pans hag) into selected furnace casing vent pipe hole. Pipe support should he positioned at bottom of casing hole. d. Insert 2 -in. diameter pipe into inducer housing through neoprene coupling and clamp in inducer housing. Tighten clamp. r Vent pipe must be installed and fully seated against inducer housing. Clamp must be tightened to prevent any condensate leakage. Failure to follow this warning could result in electrical shock, fire, personal injury, or death. NOTE: q 2 -in. diameter pipe must be used within the furnace casing. Make all pipe diameter transitions Outside furnace casing. VENT EXTENSION PIPE Furnaces with 100,000 gtuh Or larger inputs are supplied with a PVC vent extension pipe (2 -in. diameter by 12-i n. long). This pipe has a buil)-in channel to assist vent condensate disposal. When this vent extension pipe is supplied, it must be used to connect the field vent pipe to furnace inducer housing on ALL upflow and downflow applications. NOTE: See label on vent extension pipe for proper installation. This Pipe may be shortened if an elbow is used to connect vent extension lube to ficid-installed vent pipe. 3. Working from furnace to outside, cut pipe to required length(s). 4. Debur inside and outside of pipe. 5. Chamfer outside edge of pipe for better distribution of primer and cement. 6. Clean and dry all surfaces to be joined. 7. Check dry fit of pipe and mark insertion depth on pipe. NOTE: It is recommended that all pipes be cut, prepared, and prcassembled before Permanently cementing any joint. Ii. After pipes have been cut and preassembled, apply generous layer of cement primer to pipe fitting socket and end of pipe to insertion mark. Quickly apply approved cement to end of pipe and fitting socket (over primer). Apply cement in a light, uniform coat on inside of socket to prevent buildup of excess cement. Apply second coat. 9. While cement is still wet, twist pipe into socket with 1/4 tum. Be sure pipe is fully inserted into fitting socket. 1 O. Wipe excess cement from joint. A continuous head of cement will IV visible around perimeter of a properly made joint. 11, 1landic Pipe joints carefully until cement sets. 12. Support combustion -air and vent Piping a minimum of every 5 It (3 ft for SDR -21 or -26 PVC) using Perforated metal hanging strap. 13. Slope comhustion-air and vent pipes toward furnace a mini- mum of 1/4 in. per linear fl with no sags between hangers. 14. Use appropriate methods to <cal openings where vent and combustion -air pipes pass through roof or side wall. Step 3—Concentric Vent and Combustion -Air Termination Kit Installation NOTE: If these imlructiom differ front those packaged with termination kit, follow kit instructions. Combustion -air and vent pipes must terminate outside structure. A factory accessory temtination kit must be installed in I of the installations shown in Fig. 31, 32, 33, 34, or 35. Four temtination kits are available. L The 2 -in. termination bracket kit is for I -in., 1-1/2 in., and 2 -in. diameter 2 -pipe termination systems. 2. The 3 -in. termination bracket kit is for 2-1/2 in., 3 -in., and 4 -in. diameter 2 -pipe termination systems. 3. The 2 -in. concentric vent/air termination kit is for 1 -in., 1.1/2 in., 2 -in., and 2-12 in. diameter pipe systems when single penetration of wall or roof is desired. 4. The 3 -in. concentric venVair termination kit is for 2-12 in., 3 -in., and 4 -in. diameter pipe systems when single penetration of wall or roof is desired. NOTE: Shaded parts in Fig. 31, 32, 33, 34, and 35 are considered to be termination. These components should NOT be counted when determining pipe diameter. Roof termination is preferred since it is less susceptible to damage, has reduced chances to take in contaminants, and has less visible vent vapors. (See Fig. 31 or 32.) Sidewall termination may require sealing or shielding of building surfaces with a corrosive resistance material due to corrosive combustion products of vent system. EXTENDED EXPOSED SIDEWALL PIPES Sidewall combustion -air and vent pipe terminations may be extended beyond area shown in Fig. 34 or 35 in outside ambient by insulating pipes as indicated in Table 7. - 1. Determine combustion -air and vent pipe diameters, as slated above, using total pipe length and number of elbows. 2. Using winter design temperature (used in load calculations), find appropriate temperature for your application and furnace model. 3. Determine required insulation thickness for exposed pipe lengths. NOTE: Pipe length (ft) specified for maximum pipe lengths located in unconditioned spaces cannot exceed total allowable pipe length as specified in Table 6. TWO -PIPE TERMINATION KIT 1. Determine location for termination. Consideration of the following should be made when deter- mining an appropriate location for termination kit. a. Comply with all clearance requirements as stated in Table 5. b. Termination kit should be Positioned where vent vapors will not damage plants/shrubs or air conditioning equip- ment. c. Termination kit should be positioned so that it will not be affected by wind eddy (such as inside building comers) or allow recirculation of flue gases, airborne leaves, or light snow. d. Termination kit should be positioned where it will not be damaged by or subjected to foreign objects, such as stones, balls, etc. c. Termination kit should be Positioned where vent vapors are not objectionable. '_. Cut 2 holes. I for each Pipe, of appropriate sire for pipe siic heir" usrd ROOF 10"MAXIMU9 BRACKET G� COMBUSTION Y AIR — /VERTICAL SEPARATION VENT -f BETWEEN COMBUSTION Il AIR AND VENT 83/4' FOR 3' KR a 3/4" FOR Y KIT MAINTAIN 121N. MINIMUM C SIC PATED SNOW RANCE ABOVE (LEVEL MAXIMUM OF 24 IN. ABOVE ROOF. Fig. 31—Roof Termination (Preferred) OVERHANGORROOF 12" MINIMUM ,1' MAXIMUM/� COMBUSTION -AIR _�—COMBUSTION""�ti✓t�-- \�� AIR . �J� MAINTAIN 121N. MAINTAIN 121N CLEARANCE (1a IN. FOR CANADA) ABOVE HIGHEST MINIMUM CLEARANCE r�+ "' ANTICIPATED SNOW ABOVE HIGHEST LEVEL OR GRADE, ANTICIPATED SNOW WHICHEVER IS LEVEL. MAXIMUM OF GREATER. 24 IN. ABOVE ROOF. A93054 A87051 Fig. 32—Concentric Vent and Combustion -Air Roof Fig. 33—Concentric Vent and Combustion -Air Side Termination (Preferred) Termination OVERHANG OR ROOF OVERHANG OR ROOF -- INIMUM 121MINIMUM� __- 'I VENT -I VENT 9090*! BRACKET—� BRACKET 0 COUPLING- 121N. SEPARATION i� 121N. SEPARATION BETWEEN BOTTOM OF BETWEEN BOTTOM OF COMBUSTION AIR AND It COMBUSTION AIR AND BOTTOM OF VENT BOTTOM OF VENT � _� ,�M` y - �MAINTAIN 12 IN. ° '� CLEARANCEMAINT CLEARANCE IN 12 IN. CLEARANCE ABOVE HIGHEST ABOVE HIGHEST`"" ANTICIPATED SNOW rl ANTICIPATED SNOW COMBUSTION -AIR LEVEL OR GRADE, LEVEL OR GRADE, (ELBOW PARALLEL WHICHEVER IS COMBUSTION -AIR WHICHEVER IS TO WALL) GREATER. GREATER. AB72. AB7225 Fig. 34—Sidewall Termination of 12 in. or More Fig. 35—Sidewall Termination of Less than 12 in. 28 12/01/1998 14:49 4086620453 H:P[A' GUALITY AIR PAGE 01 HARdy Quality Air, Inc. (408)662-0684 FAX 662-0453 12/1/98 TO: CUPERTINO BUILDING DEPARTMENT RE: 10376 SOMERSET COURT (MR. i MRS. GALLAHER ATTN: MR. TIM ORBEA SIR, Mr. Steve Briscoe of Briscoe Construction has requested that we forward more information about the firestop devices we propose to install on the 2 inch PVC pipes from the new furnace at the project listed above. Attached you will find 2 pages of information that is included in every PPD Kit. This sheet was apparently missing from the job site. We hope this will answer your questions regarding these devices and their U.L. listing. The first 3M page, you will note, regards concrete floors and walls while the second 3M page reflects the Gypsum Wallboard Assemblies, which is applicable to our situation. If you have any questions or concerns, please don't hesitate to contact myself or Larry at the numbers listed above. PECTFULL�� DARRELL HARDY PRESIDENT HEATiNQ, VENTIIATION & AIR CONdiTIONINq 804 ESTATES DRivE COMMERCIAL & RESIDENTIAL SUITE * 104 CA Lic. # 702286 ApTos, CA 95003 CERTiFiEd by INTERNATiONAI CONFERENCE OF BuildiNq OffiCIAlS 12%071/1556 14:45 4086620453 HAP[)',' QUALITY AIR PAGE 03 a* Z Penetration Firestop Device for 1 1/2-, 2-, 3-, 4-, 6 -Inch PVC and CPVC Plastic Pipe Through Gypsum Wallboard Assemblies' 1. Check to make sure the PPD will fit the pipe application and that the annular space does not exceed 1/4 inch (6,35 mm). See the table below. Plastic Pipe Device Plastic Pine Device Size 1 1/2 inches (38 mm) 1 1/2 inch 2 inches (51 mm) 2 inch 3 inches (76 mm) 3 inch 4 inches (102 mm) 4 inch 6 inches (152 mm) 6 inch 2. Prior to installation of PPD, check current UL Fire Resistance Directory for additional application details. Some pipe types may require a 4 -inch wide band of aluminum foil tape or a 6 inch length of 1 inch thick fiberglass pipe covering. 3. Remove release liner from both sides of the moldable strip. Pack the annular space (maximum 1/4 inch) between pipe and gypsum with supplied Moldable Putty. 4. Open the PPD and fit it around the pipe (Fig. 4). 5. Start threading the hose clamp together. Once the clamp is started, slide the PPD up tight to the anchoring surface. Tighten the hose clamp to close the PPD firmly around the plastic pipe. NOTE: The metal collar body will overlap onto itself approximately 1 inch when PPD is fully tightened. 6. Secure the PPD to the anchoring surface with steel hollow wall anchors and 1 1/4 -inch diameter fender washers in all of the mounting tabs. The fasteners should have a minimum pullout strength of 75 lbs. (16.9N) (Fig. 5). 7. Seal the system with a 1/4 -inch bead of 3M Fire Barrier CP 25 Caulk or Moldable Putty at the gypsum wallboard and collar assembly interface. NOTE: As an alternative, the annular space around the pipe may be sealed with a mini- mum 1/4 -inch bead of CP 25 Caulk or Moldable Putty prior to installation of the PPD. The PPD must be installed on both sides of the wall. Repeat the steps above for installing the second PPD. For other plastic pipe types and hourly ratings, consult the current UL Fire Resistance Directory. ..y. — ... ,, r-ry. a O' These instructions are based on product performance p p per ASTM E 814 (UL 1479) fire tests. Classified for one L and two hour rated gypsum wallboard assemblies by UL for through -penetration firestop device file R9269(N)90GB. Important Notice to Purchaser: All statements, technical information and recommendations contained herein are based on tests we believe to be reliable. but the accuracy or completeness thereof is not guaranteed. The following is made In lieu of all warranties, expressed or implied: SELLER'S AND MANUFACTURER'S ONLY OBLIGATION SHALL BE TO REPLACE SUCH QUANTITY OF THE PRODUCT PROVED TO BE DEFECTIVE. NEITHER SELLER NOR MANUFACTURER SHALL BE LIABLE FOR ANY INJURY, LOSS OR DAMAGE. DIRECT OR CONSEOUENTIAL, ARISING OUT OF THE USE OF OR THE INABILITY TO USE THE PRODUCT. Before using, user shall determine the suitability of the product for their intended use and user assumes all risk and liability whatsoever in connection therewith. Statements or recommendations not contained herein shall have no force or effect unless in an agreement signed by an officer of seller and manufacturer. 34.7036.6097-6H © 1995 3M Innovation workina for you', 3M Canter, Bldg. 207-1 0-02 W St. Paul, MN 55144.144.1 000 12%01/1598 14:49 4086620453 HAPDY QUALITY AIP PAGE 02 t3 / 3M FIRE BARRIER PPD Plastic Pipe Device Installation Instructions Penetration Firestop Device for 1 1/2-, 2., 3-, 4-, 6 -Inch PVC and CPVC Plastic Pipe Through Concrete Floors or Walls' inn Check to make sure the PPD will fit the pipe application and that the annular space does not exceed 1/4 inch (6,35 mm). See the table below. _Plastic Pioe Devi _e Plastic Pine Device Size 1 1/2 inches (38 mm) 1 1/2 inch z i 2 inches (51 mm) 2 inch 3 inches (76 mm) 3 inch S 4 Inches (102 mm) 4 inch 6 inches (152 mm) 6 inch 2. Prior to installation of PPD, check current UL Fire_ Resistance Directory for additional application details. Some pipe types may require a 4 -inch wide band of aluminum foil tape or a 6 inch length of 1 inch thick fiberglass pipe covering. 3. Remove release liner from both sides of the moldable strip. Pack the annular space (maximum 1/4 inch) between pipe and cocnrete with supplied Moldable Putty. 4. Open the PPD and fit it around the pipe (Fig. 1). 5. Start threading the hose clamp together. Once the clamp is started, slide the PPD up light to the anchoring surface. Tighten the hose clamp to close the PPD firmly around the plastic pipe. NOTE: The metal collar body will overlap onto itself approximatly 1 inch when PPD is fully tightened. 6. Secure the PPD to the anchoring surface with masonry fasteners and 1 1/4 -inch diameter fender washers In all of the mounting tabs Fig. 2). 7. As an alternative, seal the system with a 1/4 -inch bead of 3M Fire Barrier CP 25 Caulk or Moldable Putty at the concrete and collar assembly interface. 8. The fasteners should have a minimum pullout strength of 75 lbs. (16.9N). For a wall application, the PPD must be installed on both sides of the wall. Repeat the above steps to install the second PPD (Fig. 3). For other plastic pipe types and hourly ratings, consult the current UL Fire Resistance Direr. Fig. 2 Fig. 3 „UL,These instructions are based on product performance per ASTM E 814 (UL 1479) fire tests. Classified for a . maximum 2 hour rating by UL for through -penetration firestop device file R9269(N)90G8. fsXtST, y1't=i(5T, `O FL,R1 rwr Mv" Pl,Af'tIt e _ ---- �//� =yWr,t _ t4�PrERS � � •--- - R30 t�N�Pb4 t:AVrc awd OUTR W T INSULATION MATCH 19103r, -- PAY WINix�N--- r WINP*N 5fLL wAA TRIM- AS f IM AK 6rWIPIEV 13Y GNNel;k OTT MUL-A'TION r_ -EXIST. PIRST' FL %, A S OAY 2 I& LWO SWr, MaT our m F i�L.f'cN S bWN5i�7llT D I aVent Goo s9.►n, nein. flop t 06 M) l N�Wt. Nl'� CAla1NBT 16rtT UNORR+ acs ee�a{v W NrcW �I,iN1�RPt� Mie, MORTGH &KT. p6W WfOWAVI: 010 — (/�iF EXIST, G'G 1/601 rT• iN WHAVST Il. VIW9 NBW JuNarfow pox A EP LIigHT/PAGGLe PAN- cVPS TO 681WWO JOIST TYR OP I. (Verify 104al4bm OW►xr' r9qt /=l0ov i---•--- Ii—' yrtAGGO WIf2E � � • � ® I Not'G 4c� � (Tb 9AILW LAWEV TO WINMW � 5rt'Up TYfv. a FW9 7 _t 2 FAMILY – i'�ITGHGN GaiiI014 AIR ur A I �1 I 0 -Ner'5; VI RIPY'GNIMNEY V" To HAVE AFrfZOVPe ) o, ! tai wH Pti�N, NN�9T7 tiSEe fJOTE N i , o. a2 , , r V ol - �D O - eX19T, D G ! �I �__.___ FOOTING cn uN1� eArpr —hew.yee �, (Wtt ^ — ¢Ieea. e, 7 BEAWN� WALL, E18G. note %, j \ G ►— �Y... ® ® n:) I 1 r� ' �' BEDROOM 4 x BATH 3�- Qr O N , W ELOOR ELAN NOTA .1. A dmeralgis,are to four of #W oku Oww(se noted (UON). Wcls that are noted d0i mems dlgi firdein. Metol: strap (STA f tqp piahe typ. where new meets existing wdl, UON. _ 2. Al finishes oadtiw1cover1 09 by Owner. .3. M new and =Wed w* and aeftp to have W gypsum board, tapered edge by U.S. french wood ciao! 6psum, taped; Wed, texNred end re* to pah V. UON. AN exposed edges and toners shall See note `i dowbld 81a2eal reodve metd trim and meW beads. New exterior wale to hove R13 batt htsulOW, typ. . - ' 4 Wlndows.d�d doorsr; a. See this sheat far wledow door schedules and w(ndow and door notes. b. Etter doors to be fi yt+�eotherstr d. c, door level at doors to be max. 8' step down per UBC sec. 1004.9. for ekcMool n e 1• ,Btrteniof' doors t'o be w rtRllll I rf P R 1 - y.. 0. GoM u9TIC" AIta P0P- WH aid f'Ut�NAc� To M PI VI - 1 Z. Seell000rptatfa ea..l�orhardwnreae byt +ner• Vuc4TW IN "*m oumvpw -12 FIaM G61LING amd is FROM FL,00f:'. FF -K Neo CRAM 7 aMd VF0 SEG, 507,0, 4. f'IOVIVE 3" CLEnARAWCa iN Ffz N OF FURW o PEIx UMC -1 30+3 ot%A 3o4, 4 _ Q V bay Wihalow m°3®�Itder' 3450 rctuve UMi t ctrttadY See Hata 3 IB 5° da,�ls kuKb 044015 1. Ands new wfn�ws to be standard site clduae glared wood dad w(ndo► os mt�tuktchrred, by Marin %laws. and Doors or as seeded by Owner. Drection and con8gurotloit of w ig sash to be•w1W Wh Owner. New, windows to be Installed In edsting window openings, sire. perndttfng,:UON., Windows to be flashed, ceded, caulked and trimmed to protide proper weather protection. Exterior wal, motvW to be patched to match exWng. Window sires shown ore non inoi. CA*Xf0r to venil'y acW Window dmensiats. 2. Windows to be lestdW of standard 6.6 head height; UON. 3, %dow 1 tome UBC 5ec. 310.4 requirements for egress NEW 'iii" Gt7X PLYWD ttOLGaNN e; Ttf t� --New %" Cox mywv, ) W/ ed a 6" GIxoE FMA..n 0 R_S'i L OC�3R p ►_i t: 3 � , •,, � � i t r �'1S n s xt t t °', 1(u� j.J ((u�. {q/ �y E p7p7p71 ,Y /1.'. , Ile y •i ces_ ♦ • __T__' • .., 3 as ns' vetted.: racegW" and Jswltdtes' to be `• t�ax�ti6dV�ty aotnetv'..1 nitches not shanKl tb { ,� .. renla�,ull� a�let4�a rd ur'I� � j y�, ��t, t • R a , , , , Y J 4.41; r �t�Pi'"y+} ' SJ ••�' / a • ',-Y • �, �,•• M. dr as sptd6ad IMNier]+l'- �5+gYPk��r1 �°Y. C,�,! 4 h � C1{ •. �, �, ..1 VY ,'. .t ,Y •. . ,.8. Afl �stx bs tilYU � �►'1 U;t,. label sad b's• Ot' . t�ataioi� . ; *• jIR/F 46* ;L ' r 'ltitestai> ,�WN .oulm ff ^ 1 GENt" � W,1;44 i` deteatots Nt, " a � Owner, r '.. MIN, two tit tswi ` eilre" , '"40c �✓I0.'1 I i � 11 1 21 T 17 � 31 �� 41 I 5 I�61 8 1 2 3 4 51 6I 7I BI 91 t 01 X111 12 131 14, 15 W/ tad a 't" rrtrve ' G" FIELD i' NTM: PLYWt2, To f 60 Np To Top OF FLS. Jo16T5, 5EE DET A/3 T J> •n tISnt,,* WALL NEW WALL Q V41wzW Typo, gsea WINZW H�Ui.E FD ,i • eon W& 0mact T`f fs ese E � EXi�11'IN� W04a ' -Tf :CTS, isea . Wo'r'e 7 db I10 V PLAM" coNVENIt;NT LIGHT FIXTL 146 ("Pceef ev) - Ll(%T FVc`rURa (60I9PAGG' MoUN'MD� $ SIN&Lve 5W1%' + • Tfi1°iraoo wAy''sW►Tcff � CRA" TV VtTLST •n FUuj FD ,i Lu J } • Y , t �t • � t b. ,k • '• S h j� 04 J �� h V• 1 4 C��,'Ill�r'➢In�1. Gam' �i��ID m=OOn PDLAH , v�arN� Iro A 1^ �. p(0 I;t0119 ,1 1 tw pFFICE UPY � [-T]—r it I 7-72 VININ& {J+'u& w tb W vlemove� LIVING 1 I Klrt✓H�IJ a 9 --'�rc�w �aplaawceol �F"'�iaKPAST PAMIL ,__ . - Aiwindow i to V replaced i 1 NTR` lemgff rmro PLAZrlm 4f wimow to WG Yemoved 46s wlndo to ba re paced 1. Work performed shdl cow'npiy wNh 19% UK, 19% UMC, 19% UPC, 1993 NEC, and all Zone R-1 opomW lord and $hate codes, erdr*%n and reguWm. AssesWo Pored No. 369-29-037 2. 111e' constNetlOrr &CtUlle* OW, Ihment AV, Gewol Goners of the Centrad for (onftlw,1*7 edtlon,ooQAhted,bp the Alr� &on tnstfh�te of Architects and .; ' a' endorsed try!>teA�odeted,Generd CdItrGCtO/s 4A",• , � ,e , 3, NeW,wnrlcio be p fortntd a ng �atdt�otrepern t , 5hop'w low wank �►►d! be � �►�+g� house: 1989 5F t by and! and es"ritio, N bilmom-ow kodit of the w*k w►e"►w k garaga; 473 a ooiftle prt pr odk s of fs wrbu trades MW AN totd 2462 5F �+# i dry hi a rrdroNMgs and*efsrecdons or` t r Dropa�ed Sane os eaMng, no proposal addN d itsd a►►d In 4 ,. •a {��, Oedhl�:It- .AU '1WA a7 I'�A� r It a Y 1 t•,, t; pbinslons to `6e'.d..:thitect fo be ,norf�bd.shou aoy MAY 19 1998 ook r t v ' �`GN�n�S. {,,�(- /� .. ,y BLDG, INSPECTION DEPARTMENT' 4 (101117 Yi bl il�r VRIRtr ,, {AI'�IURIRA► w . ., �� O L csfionabrls are t� betty fralte sift P►' dposrd d` In accofidarie with ' clry cuPI.FrTINo 5. Cfitlr etim, Plpdr owor*Oo wdamo�rdpavhig, tom, 4o6i other .. fwmmwm -. «e "—"`.•"'+'st %e.d'e': 5:. uu.a. ✓.:z4t4r�@,:4ma4?: ,...ew..me f,. :.,. ,.. �1 I T 1 31 `TTT 411111117r, I�61 IM[I 1 2 31 41 51 61 71 gl— gl- 101 X111 12 113 14, 15 •:t 1+ � ■/iiia r //■■ice • •1 •:t 1+ 0 NVAc 111111161Paps 1 Wnc Proint Title.......... TITLE 24 Date........ Wow" Project Address........ 10376 110111111411Y COURT •'••see' CUMIN0, G. *v4.i0' Documentation Author... GARY NIYADTO •""'• Nsgn Associates Architecture P.O. Ie No Atasesdsre G 93123 0G5.466.32f7 Clime Ion 04 ....... Co ptisres Method...... NIWAS4 v4.50 for 1995 Standards b/ Enerc ap, Inc. NIC1OIAS4 v4 SO fite•GALLAKR wth•C"011 2 Proem -l" SIZING tbarN-M►1Tj9 Inter -toga Associates Architec Run -Typical Nouse GENERAL INFORMATION floor Area ................. 1975 of volnaa..................... 15000 cf Front Orientation.......... front Facing 100 des (S) 1100 Location............ a1PERTINO Latitude................... 37.3 depress MinterOutside Design...... 33 F Winter Inside Design....... TO F Summer Outside Design...... N F summer Inside Design....... 73 F Sumer Range ............... 30 i Interior Shading Used...... No Exterior Shading Used...... No onitoo shading treed...... No Latent Lad fraction....... 0.20 WATING AND COOLING LOAD GUMMY Mating cooling Description (stub) (Ituh) Op"n Conduction and Solar...... 25950 7228 Glazing Conduction ............... 12328 3332 Glazing Solar .................... Ne 8485 Infiltration ..................... 8029 1010 Internal Win .................... Na 2100 Ducts ............................ 4631 2215 Sensible load .................... 50938 24370 Latent Load ...................... Na 4874 Nln(sa Total Lad S0938 292" Note: The loads shown are only ane of the criteria effecting the selection of WAC eWipsnt. Other relevant design factors such a air flow requ(mmants, outdoor doelon tuporstures, coil siting, evailebility of idered. it Is t(Vtng irtttsfbe rsteWACdafgrer srespenibliyo considerall actorwhen selecting the HVAC aqulpant. ADDITION UORKSRg,IT ►roJ)set TITIA 4Ui ►roJIII 'Address ....,..• 10116 tpT,COAIT CUPWIND G. + Documentation Author... GARY NirAialp Rogsf► Associates Archttsetuaran ` P.00. Sox 201 Ataaeadsre CA 00 006.466-327 Of Zane........... 04 t'.9.. X'v 1 t 400 , PIttill 11110101111W Its. !'f tR�ltry i•`.4i.ff•f.15: coast laws Method...... NICSOPAN v4,50 for 199! Itaamdmrdl by tirtrcesgr, Inc. NiCROPAN v4.110 flip-OAIVAN P�q�rarA101T10NG Ueerp-mita 29 User•Raen Associates Ardlitec Run•fypicel Mow ADDITION WORKOUT • C0IWTER PWOMANN EXISTING Project Title.......... TiTLE 24 File Moa .................. SAILANER Run Title .................. Typical Nowa Conditiawd floor Ara..... 1975 of standard Design Energy We. 26.08 kitu/sf-yr Proposed Design Etargy Ilse. ".75 1itu/sf•yr NEW (EXISTING PLUS ADDITION) Pile Mesa ...:.............. WMLL File Not .................. Run Title .................. REWINU.L Typical Now Conditioned floor Ara..... 1975 If standard Delon Energy use. 36.08 kstu/sf•yr Proposed Design Enaryy Use. 44.19 kltu/s!•yr FLOOR AREA RATiO floor Now At" Flxoorting At** Fl Aral Ratio 1975 / 1975 • 1.000 ADDITION DESIGN ENERGY UK FOR NEW (EXISTING PLUS ADDITION) fAra New Exlstirwp ExistingAddition Standard Ratio Proposed standard Design 26.06 • 1.000 x ( 45.75 • 26.08) • 44.75 Note: If (Existing ►rapoted - Existing standard) is npative, this difference to est to zero. C�EF�Ef�AI. r ►'�•�IGi'�� f'�L NOTS'a Note: 1. All details not covered here shall be per UBC 'Conventional Building Standards' 2. Truss manufacturer shall be responsible for wood Truss design. It is not a part of this analysis. Foundation: 1. Unless otherwise noted, son Is assumed to be UBC Type 6 with allowable vertical design pressure of 1000 psf, It any other soils are encountered N should Immediately be brought to the attention of the Architect. 2. Ah bearing footings shall extend a minimum of 12' Into firm natural undisturbed soil or approved compacted fig. Where fills are encountered the Sons Engineer's reports than be submitted to the Architect for their review and approval of compatibility with the foundation design, Non-bearing footings to extend 8' into the subgrade. Reinforced Concrete: 1. Unless otherwise noted all concrete shall be 2000 psi at 28 days and shall conform to UBC 1905.1,3. 2. Ready -mix concrete shall conform to UBC Standard 19.3. 3. Reinforcing sten shah be grade 40 deformed bars conforming to UBC 1903.5.3 or ASTM Standard A 616 or A706 as appropriate. Reinforcing steel shall be accurately placed and adequately supported before concrete is placed and shall be secured against displacement within permitted tolerances. 4. Eiectricahy welled wire mesh (EWWM) shall conform to UBC or ASTM Standards A 615, 706a and as appropriate. Rough Carpentry: 1. Sawn hander shall conform to UBC 2303.1 Standards 23•A-1, 23•A•2, as appropriate. Plywood shall conform to 23.2,23-3. Structural glued -laminated timber shag conform to ASTM 3737. Connectors shah conform to 2311. e 2. All 2 x 4 framing shall be 'standard grade' or better unless noted otherwise. 3. 2 x 8 studs and other wall framing shall be 'No. 3' or better unlets noted otherwise. An other 2x8'0 shag be 'No. 2' or better unless noted otherwise. 4. 4 x posts or columns shag be "No.1' or bettor unless noted otherwise. 51 All 2 x 'a and 4 x is not included above shall be 'No. 2' or bettor unless noted otherwise. e. 6 x's and larger shag be 'No. I' or boner unless noted otherwise. 7. An plywood sheeting shag be cdx. 8. An nailing not specined than be per UBC 'Nailing Schedule'•Tablo 23.1.0. 9. Rafters, caging joists and Door joists to be solid blocked at seg supports. Additionally, for 2 x Ms and 2 x12's, solid block at 8' • 0 minimum intervals unless the plane specifically state 'no blocking required.' 1(D. Special attention shall be glvon to UBC Sec. 231" 'Protectlon Against Decay and Tonnhea" Unless approved as moderate or sight by the Building Official this structure shall be assumed to be In a 'high' hazard area, 11. Bon holes shall be the some diameter as the bon. 12. All bons In wood shall be A307. ADDITION ENERGY USE PAMY Energy Use Addition Proposed Compliance (k9tu/sf-yr) Design Design Margin New .................... ".75 ".19 0.56 •" Addition caq(ias with Computer Perfonwxe MaNssnlstleiF Alr�e►.. t7gsNitiMl0 i4tbad...... : - AW11ipl'� • POitlt' R 4 iCINIP v4,50 File-GALLAW lith-01049011ProorwPOM WIN Project Title.......... TiTLE 24 I; UW#.W17i0 UNr•Nega Aseeolstes Arohltes Atin•rynpJeal MW IXIiIMS Address........ 10376 SOMMET COURT •• Nlfl 111 a..,....•••+•�•+•+•�4s Meuse • Amo.,,. Z Csn6ltierled floc H7S at •!1 iruilil � Point 'T • .,.,.......•.... ' Typ............... 'Sir is*fly Ooladaq N o'(Exl$tlw 111th AODItIOR) CsfMlructlon t ......... New outlu9frng Frentikientation. fr9M facing IN der (1) Pile Mesa ...:.............. WMLL 'for* Malting Wits... 1 Run tklq,,,.....••••.••••• TIVal Rove of 2 conditioned flsor Ares,..'.. 1975 of lowStories.......... floor Corstruatien Type.... Stab On Arab Po Tntal,.lf Hifi.. f.,1• .10 0loting ......... 14.2 If of floor area ato "Ingo POINT OW FOR NEM (MVING DtW A0011194), lstw, A$41soron Ifra AW"o stating vette..•• 1.19 Rtlybr-if•F E:liting 'Addittan � ldggatA.. 11010110lop points 11010110 At", 114 Am .,..,.._.. : Pm�lts ...�,. :.-.....- if •St x 1115) • ('. 0 R 0)f !' >~75 Type Type R -value R-wlwe U -volas Loatlwc4m rants .....,■.r..-0,,.3.i.6�. ADDITION POINT tYfT81,StRAIAR+r Addition Proposed Points points Design pulp "in Not, ........ 4 ........ -51 •SO 1 it" Addition o"Ma with Point fyato ••e exRTtftcAt4 OF;ixnI�41AN project Title..,,...... Project Addraa........ DsaW40tion NOW.* It,Pale 1 C/•iR Date'..,H.. ti(•w •• UStt COAT eea.ee ENO '.a•*N ataae Arphited,Kw• Plan SW e G 9s4u k►tiTii'Qi..'ii73T Cllata tonne........,.. 04 easolatw Nedrsd...:.. MICOOPA84 %4.50 far 1905 Standards IN Ilsomieasi, in. MANDATORY WASURES CNECKLiST: RESIDENTIAL R 4 iCINIP v4,50 File-GALLAW lith-01049011ProorwPOM WIN Project Title.......... TiTLE 24 I; UW#.W17i0 UNr•Nega Aseeolstes Arohltes Atin•rynpJeal MW Project Address........ 10376 SOMMET COURT •• soft 1MFONIAt100 Z COndltfired Fiat Ara..... liM of ' iruilil � RutldlIM Typ............... 'Sir is*fly Ooladaq P.O. kA 202 CsfMlructlon t ......... New outlu9frng Frentikientation. fr9M facing IN der (1) Ataseadere G 93423 aOS•46 iHr 'for* Malting Wits... 1 Cll"ts Zone........... 04 of 2 lowStories.......... floor Corstruatien Type.... Stab On Arab 0loting ......... 14.2 If of floor area ato AW"o stating vette..•• 1.19 Rtlybr-if•F BUILDING SWU (a"TION Component irw o"Ity shaethuo Assam y Type Type R -value R-wlwe U -volas Loatlwc4m rants .....,■.r..-0,,.3.i.6�. J Vil�.,._..... Wed 1° O.OS1 (bed R•9 1•0 Attla .a.,F R.Na 4•0 R•Ns 0330 Solid Ilood �, 1-0 R -Ns 0.720 To outside tthh iERpTRAIIOII ' tt' If Of Interior Over• Ares U• POW Shedlng/ Exterfor hmo/ irasdnh orfsMotim (of) Valle a Description Shading Fine Typo _...:.. _ ...... _..�.-- Front (s) MA 8.198 1 Orapes.Std tui Scram . _ ..... Yes Notal ifindom front (1) 4.0 1.1" 1 bt*",Std an term Y40 runt Wlndlw Front (S 33.0 1,190 1 Dr*n.S d an Screen In Ictal MtrdoW: left (W) 24.0 1.199 1. Drapss.std Sun Scran Yes Neal.; Mindow left (W) 9.0 1.190 1 Orspss.Std an Stresn To iktrt- r Avindoidofolnoww 1 J90 J Orsion.9tol so WON 78.0 1 Onpse.itd Stn Screen In fast I To Metal Sock (M) 1.190 , d r Window took (R) 36.0 1.190 1 Drspos.Std sun Scrap Yes 1l" W140MO Rldnt (E) $6.01.190 1 Or".std Sm Rersen SM Screen Yes Metal To N" W Right (1) 12.0 1.190 1 Oropes.std : t TIKpK MASS Q Argy Thteliou 1ypt , Er`mad , (if) (in) LoWleVCasawts stabomorde Ya' 12 3.5 Exposed SlabOr*d* No 1243 3.5 Covered tnnlsriowsrt Yes 1.0 Tile Wlla k 'a :w intm�tOrMort yes ; 36 1.0 Tile floor b MANDATORY WASURES CNECKLiST: RESIDENTIAL Page 1 NF•11 Project Title.......... TiTLE 24 Date........ 12/10/97 Project Address........ 10376 SOMMET COURT •• Z CUPERTINO, G. w4.50' Documentation Author'... GARY MIYANOTO "'•'"' iruilil � Raga Associates Architecture P.O. kA 202 Plan Ctiock Date Ataseadere G 93423 aOS•46 iHr Field 0*04 Me Cll"ts Zone........... 04 Capt force Method...... NICROPW v4.50 for 1995 Standards by Erereep, Inc. I HICRO" v430 fit*-GALLAW lith-CTZOIR92 ►roorm-PORN NF -1R Users-Np1729 uw-kpn Associates Archltec Run-Typiesl Mouse Lowaist residential buildings sbjeet to the standards salt contain time assures regardless of the contplirnce tr room kmad- Itas marked with n asterisk (') may be superseded by more stn resent tampllame regtirenents listed on the Certificate of Compile&*. Men this deddist Is Incorporated into the permit docuants, the festures noted shall Its oersidared by all parties a binding minlmus component performance speelflaatione for the twsrdetory mesaWm whether they are shown eleewhare in the doarnts or an this chsekltse anly, N_ BUILDINGENVELOPE MIAIURES Wow Enforce - or omt •160(a)t Minus 1-19 a „ calling insulation. 150(b)t loose wnu fill insulation sfaatur•ers labeled U•vsiue. �y�LL'!.- •1SOW: Nlnfma 1.13 well insulation in frond wits 4(0:Minion not apply to exterior sass wits). 1S (d): Minion •13 reload floor Insulation in frased floors; NA minfen 1-8 In concrete raised flow$. 1S0(1)t Slabedge insulation . motor absorption rete n greater than 0.3x, water vapor transslssion rate n greeter than 2.0 NA persl/inch. stat In elation specified or .Intatlad wets MC gwlity ✓ standards. Indicate type and form. 116.17: Freatrotlon ►rodato, Exterior Doors and infiltratlery axfiltration controls a. Owe and window between conditioned and wneanditiawd spaces daisrsd to limit air leakage. b. NNanucort'actur!ded v elnatration products have latortif e(Kion e. Exterior doors and window weatherstripped; all joints and postratiwns caulked and sated. ._ 150(9): vapor barriers mandatory In C1 lute Zaps 14 ed i6 onl 150(f : rial infiltration barrier installed to comply with Sec. til acts CIC quality standards. YL _.._ 150(e): Installation of fireplace, Decorative bas Appliances and gas lop 1. masonry and factory -built fireplaces have: A. closeable "tat or of"$ door control It. Outside air Intake with duperand c. Flue deeper and control NA 2. No continuous burning gas pilots allowed. ,.._ Lo -Top Ft.. \� `4 f I 1 i �� STUB I, `, U_ til. T1�IMM�jz i" 1 1 r VIST. TDP 1 1 1 E X CEM WALL AAaAft 2 'A" FLYWt2, (WHates zicaras) TD -� Tor OF FLIZ , JoIST91588 FLOG `( A i . HOL.r",�OWN f, ` OF 3 } SEGTIoN i I 11 I 21 TI - I -� 1 31 r -r �l I 5 TI�61 I 1 2 31 4 5 61 71 i 81 91 10� X111 12 I13 14, 15 CUIIfIGTI Or ol>fl tmml USImtk Peel a C► -11 W9 $"Tom Monism Duct Butt 1►gmmltat Equipment type Efficisrey Lawton A•volve Typo .,,....-...,-...--.. .........--.,....w...----•-r- .. furnW 0.750 API! Atha 11-4.2 Setback woCooline 10.00 SILO Attie 4-4.2 Setback WAIN RAATIia PMO Meader Tardi External Tank Type Nater Type elstributign Type Cysto ff'actoorr (all) R Volvo Son Itation Water Nester to act oinlsla CEC ltsitdsrtb -..-.• SPUN NATW /RaAW OIMltANON STATOOT This certiflests of topllsnce lists, the gsltdlng fulturso and ferfornmee speeifteatlans needed to eogrly with Tltlr��4{ '►uta / and 6 of tM California Cede of Regulations, sad the adgiwItnitive.rg� stions to loptood dw�: This cart fiesta bort peen Stoned bI the Irdtwtdat wilt overall design up tbllity. (Asn this Wtifl of lana is submitted for a sing • building dan to be built in rslltipte, entetfwo, arty Shading foson tW to varied is indicated in MIs Spaelsl fastu m/ Rmasrkt action.; DESoon or on OoQSS;NTATION AUTHOR Nana.... NIKE KINOUITA Nes.... am Nlymato Ca N. Napa Aaoalatw Architecture AWM: Aonrses. P.O. Nut 202 SMIMYYALE, G. 91086 Atimicadwo G 93427 Phone.., (400) Pit"... iiwigi License. n -I P2 slow.. r pad.. ENFORCEMENT AGENCY Nona.... Title... Agency.. Phare.. sigsd. (ditte MANDATORY MEASURES CNECKLIST: RESIOMIAL page 2 Nf•1R SPACE COMDITIOdING, WATER (EATING An PLUNGING SYSTO MAf1UD bnign• Enforce - or sant 110-13: WAC sWipasnt, water haters, shwAWtAO s and faucets . cart Ifled by the CEC• 1SO(f): Setback denamtat on all applicable hating systessa 150(j): Pipe and Tart Insulation 1. indirect hot water tris (e.g., unfired storage tardus or becfap solar hot Water tots) have insulation blank t (4-12 or grater) or combined interior/exterior insulation (1.16 or greater). 2. first S fest of pipes closest to water hater tank, tion - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating section of hot water system. 4. hooting systa pipping below 55 degrees insulated. S. Piping Insulated between hestfng sax`ce aid indirect ./� hot motor tut. ser, 0150(m): Ducts and Fare 1. Ducts miatructed, installed and sated to comply wits NUK section 1002 and 1004; duets Insulated to a minima installed value of R•4.2 or ducts enclosed entirely within conditlixed space. 2. Exhaust ten s"ton haw bockdroft or sutomst11c dampers. 3. Gravity ventitating systems servtng conditioned apses have either mastic or readily aceasibte, sun catty NR operated capers. 114:Pool and Spa Rating Systems and Equipment 1. System Is certified with 78x thenal efficiency, on-off witch, weatherproof operating instruction, no electric resistance hating and no pilot tight. 2. Systa installed with: a. At teat 36 Inches pipe boamnon filist and beater for futurt solar hating. b. Covert for outdoor pools or outdoor cpm. 3. Pool syato has directional Inlets aid a circulation Nh - pup t'me witch. 115: Ga -fired c:ontral furnace pool hater, spm hater or houmehold eaoktro appllove is;; no eantinaauly bWniro pilot light (Exception: Man•electrfat cooking mppllance with pilot < 150 Stu/hr.). LIGNTING 1EAWs Design- Enforce - or teats /50(k): 40 luaus/vett or grater for Bonnet fighting in kitchen and coon with water coasts; and recessed eeilfno Nh fixtures IC (Insulation coves) opprowd. f --EXIST, SUBFLCCFL olEiclST. FI.R Join, VEFIFY NAI LIt &,SE Ie ^ nor, 13/3 _.,A41 Ve IFY NAjt,ING IN c�M 3 -MIN, all IiN n- 'C :MST 7L INTO EAST, k Fl.t0iJO��T 411 �, oAGe-IN& 7 I.ON (58ft� W/ 17�L.16d osa, , I L 5yr,_T, U+ v WSona ?tl f7G�V (BOG FLS JCiler (TH Vt.T (2x voiN&, 4' STH LANA w/IS • 16d� amaasma�� UJ V Z W t WN UJ `0 s : J •. V .a.,F �, tthh tt' , Z� 1118 Y� V � d � if Q k c x 7'� -jr;'4 'r t ro ♦ TP 5 &tY F t 0 E : trtwsgms amaasma�� UJ V Z W t WN UJ `0 J •. V �, tthh tt' Z Z� 1118 Y� V � d � if Q i