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HomeMy WebLinkAbout10148499,10150290.pdf54' F— — — — — — — — — — — _I— — — — — — (N) BEDROOM M IiE-I W/14 (N) WATER HEATER LOCATION CONVERTED 4 TOA NEW COMPUTER (E) LIVING ItWM FURN/ACE -A--'I'O)ZEMMN _j (E) ATTIC lf-�' ACCESS T� KITCHEN fill /Ti7�7�C�7► f ti7� u SANCttlk Z Ni OAMP. ELE TRICAL ME (E) 54' SETBACK I r- - - - - - - - - - - - - - - - - - - - - - COnATED K (E) BED OOM �1 ) ------------------------------------------- TOA EW COMM ER ------- rr ------ ------ A"A (N) 150 AMP. ujo ELECTRICAL METER I \\\ i j rfJ 1 LIVING ROOM W/H q LP (E) WALL (E) WATER TO REMAIN MATERTO BE RELOCATED r ------ ATTIC ACCESS I �/ \\\ j (E) KITCHEN (E) BEDROOM 2 4 (E) BEDROOM EE - - - - - - - - - - - - SUbJect To The Following Approvals.o f- 13 Planning Department L1 Fire Department ment � & EN E (E)' IPublic Works n% GARAOE -r-,,uAge ar'G2R4W0 1 DSTUDS L TO REMAIN I] Grading%rrnit - - - - - - - - - - - - - - DENOTE MATERIAL TO BE C=111"Y u3E1U*?X9.e Health Department, HA 00% Isect L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MMEMRAL STRUCTURAL ACCEPTED FOR CONSTRUCTION The acf�vptance of this ploin apd spedfiCatiOnS SHALL NOT SHEET INDEX A- I TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DATA 7 A- 2 FLOOR PLAN & ROOF PLAN A- 3 ELEVATIONS, SECTION & DETAILS S-1 EXIST'G & NEW FOUDATION PLAN S-2 ROOF FAMING PLAN 4W4 &.,Z- SD.- I STRUCTURAL DETAILS EN-1 TITLE 24 ENERGY FORMS PROJECTTEAM E' --- NO_)� DESIGNER 124 REPORT PREPARED BY- 7!4) 667-2701 J&R INTERNATIONAL, INC ADVANCED TITLE 24 ° ` 2225 W. BROADWAY AVE., E-301 12350 N. HARBOR BLVD, -EKC A92804 ANAH SUITE235 Minn JOSE L. JUSTINIANO FULLERTON, CA 92835 (714) 496-2737 joseIjustfidua@sbc&Wmet 714,525AM t24ftacbetnet Cj'W Ito, 4a'*.0 co"J*"Per PROJECT INFORMATION JOB ADDRESS: 1425 W. TOLLIVER ST., SANTA ANA, CA 92703 SITE INFORMATION: CONSTRUCTION TYPE OCCUPANCY ZONING NUMBER OF STORY SITE AREA (F) HOUSE AREA (EXCLUDED GARAGE) (E) GARAGE ADDITION TOTAL FOOT PRINT AREA: - TOTAL COVERAGE AREA: MR. & MRS. PABLO SANCHEZ 1425 W. TOLLIVER ST., SANTA ANA, CA 92703 LEGAL DESCRIPTION LOT No. 91 OF TRACT MAP No. 2325 PARCEL No. 109-342-03 CITY OF SANTA ANA COUNTY OF ORANGE GENERAL NOTES: V-N NON SPRINKLERED R3/U1 R-1 ONE :6,048sq. ft. :1,124 sq. ft. :345 sq. ft. 538 sq. ft. :2,007 sq. ft. (33.18 % OF SITE AREA) :2,277 sq. ft. (37.64 % OF SITE AREA) 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO DESIGNER'S ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. 2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION. 3. ALL WORK TO CONFORM TO THE FOILOWINQ BUILDING CODE - CBC 2001 PLUMBING CODE - CPC 2001 MECHANICAL CODE - CMC 2001 ELECTRICAL CODE - CEC 2000 4. DIMENSIONS ARE FACE OF STUD TO FACE Or, STUD U.N.O. 5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC. 6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS. 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5/8" STANDARD DRYWALL-TYP. 8. PLAN CHECKIPERMIT APPLICATION FOR WHICH NO PERMITS IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL EXPIRE BY LIMITATION PER SECTION 107.4 CBC. 9. ELECTRICAL WIRING SHALL BE COPPER, NO ALUMINUM WIRING ALLOWED UNLESS CONTINUOUS SPECIAL INSPECTION IS PROVIDED. CONSULT CITY ORDINANCE ARTICLE 110 AND SECTION 110-115. 10. RECESSED LIGHTS AT INSULATED CEILINGS SHALL BE UL LISTED FOR DIRECT CONTACT WITH INSULATION. (ITC FIXTURES). 11. PROVIDE WINDOWS THAT ARE RATED AND CERTIFIED FOR 20 LBS/SF OF WIND LOAD FOR THIS CLIMATE ZONE. 12. PROVIDE MOIST -STOP FLASHING .AROUND ALL WINDOWS, DOORS AND OTHER OPENINGS. 13. PROVIDE BIT CH UT HANE AT OTHER NEEDED LOCATIONS SUCH AS INTERSECTING EXTERIOR CONSTRUCTION SURFACES, SMALL EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS. 14. EXTERIOR STUCCO SHALL COMPLY WITH CHAPTER 25 CBC. PROVIDE SEPARATE INSPECTIONS FOR FAC14 INSPECTION AT PHASES OF EXTERIOR PLASTER AS FOLLOW.- SCRATCH COAT, BROWN COAT, AND COLOR COAT. PROVIDE 60-MINUTE BUILDING PAPER MINIMUM FOR EXTERIOR STUCCO. 15. PROVIDE TWO LAYERS OF GRADE "D"PAPER AT ALL. EXTERIORS WALLS WITH WOOD BASE SHEATHING AND STUCCO COVERING PER SECTION 2506.4 CBC. 16. NO PLASTIC WATER PIPING ALLOWED WITHIN THE BUILDING. 17. OWNER SHALL EMPLOY THE SERVICES OF REGISTERED DEPUTY INSPECTOR, WHO MUST REPORT TO THE CITY BUILDING OFFICIAL PRIOR TO REPORTING TOO THE JOB SITE. 18. TAND CONCRETE CYLINDER SAMPLES SHALL BE TAKEN D TESTED FOR EACH ( ENGINEER OF RECORD TO FILL-IN SPACE) 19. MINIMUM GRADE PLYWOOD AT OVERHANGS TO BE CCX OR 1XT& G SHEATHING. 20. PROVIDE A MINIMUM CLASS A ROOFING MATERIAL WITH AN ICBO OR UL LISTING. ROOFING MATERIALS beheld to pemit nor be an approval of ft violatim of any FLOOD '%b SHALL BE INSTALLED TO MEET 1-UG14 WIND EXPOSURE C CONSTRUCTION REQUIREMENTS. ALL ROOFING provislo ce or State Law, AC-d By Date YEZS NO E- NO MATERIALS MUST OVERHANG THE EDGE OF THE ROOF SURFACE. PLYWOOD ROOF SHEATHING IS REQUIRED UNDER ALL ROOFS (UNLESS RE -ROOFING OVER EXISTING SHINGLES). 21. THE OWNER AND PROFESSIONAL DESIGNER HAVE RESEARCHED THE PARCEUS SETBACK AND EASEMENTS. THE PARCELS SETBACKS AND EASEMENTS ARE CORRECTLY SHOW ON THIS SITE PLAN. CITY OF SANTA ANA/--, YF's NO THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENIFIEDHEREIN W GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR 22. PLYWOOD SHEAR WALL JOINT AND SILL PLATE NAILING SHALL BE 19TAGGERE D IN ALL CASES. THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. ITOFCONSTRUCTION. REVISION ........... 7. 40� Mm z z 00 Z efl' > d g 0 z P ; N,- ;4 U vk 4 0 0 0 0-4 > u 0 0 0 0 F-4 Z < z In W0 W fl U c) r-- ." 0 1-4 0 P4 �: 0 d. 0-4 til W W W z 0 DRAWN BY: J&R Int). Inc. CHECKED BY: J&R Infl, I DESIGNED BY: J&R Infl, I DATE 03/17/05 SCALE AS NOTED JOB NO 05-106 FILE NAME: A-1 DRAWING A OF SHEE �t i(N) WATER HEATER LOCATION ry (E) 5'-Iff' SETBACK I 54' ------------- .......... H ATE L— — — — — — — — F 1 11 SI'E PLAN. SCALE: 1/8`1t=0fp 1425 Www I. TOLLIVER ST., SANTA ANA, CA 92703 — — — — — — — — — — — — — — — — — — — — — - CONVEJTED (E) BEDROOM — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — q,,ANTA IVA I TOAISEW cyrni OF ----------- irr ------ ic - I COMP TER L -------- ------ -------- ------- V ARF Nk ujo (F,) LIVING ROOM RAL wk C 0 'S" .Rig"W/H AC A 11 &EpARATS vsp, ma"S ob the (E) WALL (E) WATER 'AL' am b's on gas Of (N) _11�0 AMP. -it Ins In, '---FURN.NCE ELF, TRI ELECIr pec-liwavk t Mej�a it'Any, Chan, m the TO HEATER TO BE jwts set Ot plans an urjawlul 0 n 9 tsSIL RELOCATED m em tro an- ---- ----------- ------------------ ---------------- — game A m sit Was Sal"o it of Santa Ana. fjons QjjALL NOT 0^4 'S plan and ttle violaflon 01 wy E)=C 1 IBA 001 'Ipplove C be Law- A Go Of State hold to pot ordlivan tln80' Cq$gymAtm. A (E) KITCHEN(E) KITCHEN e (E) T-Y' SE TBACK } f / f \ \ } (E) (E) — — — — — -- BEDROOM 2 BEDROOM 3 a — — — — — — — — — — — — — — — — — — — — — — — — — — F_ f --4J 1 T j j j GENERAL LEGEND (E} DRIVEWAY EXISTG 2A WOOD STUDS qA%�Gjud WALL TO REMAIN Pv' DENOTE MATERIAL TO BE REMOVED G Y; L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — In SCALE: 1/4"=1'=0" SHEET INDEX A- I TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DAT A-2 FLOOR PLAN & ROOF PLAN A- 3 ELEVATIONS, SECTION & DETAILS S-1 EXIST'G & NEW FOUDATION PLAN S-2 ROOF FAMING PLAN SD-1 STRUCTURAL DETAILS EN-1 TITLE 24 ENERGY FORMS Urwo��� DESIGNER J&R WFMATIONAL, INC 2225 W. BROADWAY AVE, E-301 ANAIMIKCA. 9289 JOSE L JUSTINIANO (714)496-2737 jose1jwtinimo@sbc0obabet T24 REPORT PREPARED BY: ADVANCED TITLE 24 12350 N. HARBOR BLVD., SUITE 235 MA,LERTON, CA 92835 714525.9824 &@pacbelhet PROJECT INFORMATION JOB ADDRESS: (N) 150 AMR ELECTRICAL 1425 W. TOLLIVER ST., METER SANTA ANA, CA 92703 SITE INFORMATION: �Qh'1�L"l�V CONSTRUCTION TYPE OCCUPANCY ZONING NUMBER OF STORY SITE AREA. (E) HOUSE AREA (EXCLUDED GARAGE) (I-) GARAGE (N) ADDITION TOTAL FOOT PRINT AREA: TOTAL COVERAGE AREA: MR. & MRS. PABLO SANCHEZ 1425 W. TOLLIVER ST., SANTA ANA, CA 92703 LEGAL DESCRIPTION LOT No. 91 OF TRACT' MAP No. 2325 PARCEL No. 109-342-03 CITY OF SANTA ANA COUNTY OF ORANGE, GENERAL NOTES: : V-N NON SPRINKLERED : R31UI :,R-1 :ONE :6,048 sq. ft. :1,124 sq. ft. :345 sq. ft. :589 sq. ft. :2,058 sq. ft. (34 % OF SITE AREA) :2,345 sq. ft. (38.77 % OF SITE AREA) 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND LOCATION OF EXISTING UT1jxm4.s BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO DESIGNER'S ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. 2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION. 3. All, WORK TO CONFORM TO THE FOLLOWING: BUILDING CODE - CBC 2001 PLUMBING CODE - CPC 2001 MECHANICAL CODE - CMC 2001 ELECTRICAL CODE - CEC 2000 4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O. 5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC. 6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS. 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5/8" STANDARD DRYWALLTYP. 8. PLAN CHECK/PERMIT APPLICATION FOR WHICH NO PERMITS IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL EXPIRE BY LIMITATION PER SECTION 107.4 CBC. 9. ELECTRICAL WIRING SHALL BE COPPER, NO ALUMINUM WIRING ALLOWED UNLESS CONTINUOUS SPECIAL INSPECTION IS PROVIDED. CONSULT CITY ORDINANCE ARTICLE 110 AND SECTION 110-115. 10. RECESSED LIGHTS AT INSULATED CEILINGS SHALL BE UL LISTED FOR DIRECT CONTACT WITH INSULATION. (ITC FIXTURES). 11. PROVIDE WINDOWS THAT ARE RATED AND CERTIFIED FOR 20 LBSVSF OF WIND LOAD FOR THIS CLIMATE ZONE. 12. PROVIDE MOIST -STOP FLASHING AROUND ALL WINDOWS, DOORS AND OTHER OPENINGS. 13. PROVIDE BITCHUTHANE AT OTHER NEEDED LOCATIONS SUCH AS INTERSECTING EXTERIOR CONSTRUCTION SURFACES, SMALL EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS. 14. EXTERIOR STUCCO SHALL COMPLY WITH CHAPTER 25 CBC. PROVIDE SEPARATE INSPECTIONS FOR EACH INSPECTION AT PHASES OF EXTERIOR PLASTER AS FOLLOW: SCRATCH COAT, BROWN COAT, AND COLOR GOAT. PROVIDE 60-MINUTE BUILDING PAPER MINIMUM FOR EXTERIOR STUCCO. 15. PROVIDE TWO LAYERS OF GRADE "D"PAPER AT All, EXTERIORS WALLS WITH WOOD BASE SHEATHING AND STUCCO COVERING PER SECTION 2506.4 CBC. 16. NO PLASTIC WATER PIPING ALLOWED WITHIN THE BUILDING. 17. OWNER SHALL EMPLOY THE SERVICES OF REGISTERED DEPUTY INSPECTOR, WHO MUST REPORT TO THE CITY BUILDING OFFICIAL PRIOR TO RE -PORTING TOO THE JOB SITE. 18. THREE CONCRETE CYLINDER TEST SAMPLES SHALL BE TAKEN AND TESTED FOR EACH ( ENGINEER OF RECORD TO FILL-IN SPACE) 19. MINIMUM GRADE PLYWOOD AT OVERHANGS TO BE CCX OR IX T & G SHEATHING. 20. PROVIDE A MINIMUM CLASS A ROOFING MATERIAL, WITH AN ICBO OR UL LISTING. ROOFING MATERIALS SHALL BE INSTALLED TO MEET 1-11611 WIND EXPOSURE "C" CONSTRUCTION REQUIREMENTS. ALL ROOFING MATERIALS MUST OVERHANG THE EDGE OF T14E ROOF SURFACE. PLYWOOD ROOF SHEATHING IS REQUIRED UNDER ALL ROOFS (UNLESS RE -ROOFING OVER EXISTING SHINGLES). 21. THE OWNER AND PROFESSIONAL DESIGNER HAVE RESEARCHED THE PARCEL'S SETBACK AND EASEMENTS. THE PARCELS SETBACKS AND EASEMENTS ARE CORRECTLY SHOW ON THIS SITE PLAN. ®V"T:'i911" MI�M I M� z. z z z u th z 0 C) 0*1 > u 0 :r+ 0 '!� 0 Z 0 z X 0 0 U C u 0 N a ,-4 w w 1 z 3: DRAWN BY, J&R Infl, Inc. CHECKED By' J&R Infl, Inc. DESIGNED BY: J&R Int), Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-106 FILE NAME- A-1 DRAWING OF SHEETS *THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITI'ENAUTHORIZATION OF J&RINIERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT IIIE EXPRESSED WRITTEN CONSENT OF J&RMTERNATIONAL, INC- PLOT DAM 07/06/05 * GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING 33'-6" 14`-7" IX-11" ATTIC VENTS (� 3 'r `�r-0' , 1.75 sq. ft. EA ©0 W SLIDING VI WINDOW W/ DUAL G SS CLEAR __---------------------------------- - fl // f / / %I , /%/ % ! �, / % / t r r J. f� r t t t f � r•� // �� / j % �/ � >/� �, r�i����f ���� " ��j� /. rr� fr/f f' fJ` � € w,__�.__.__... _.____ i / (N) 24" MIN. i (N) I A 3 / ,/////,� ,/ / /, /'��// / A-3 t _, MASTER //'. � .., ... ., /'� r/%r` � � r / _ �� BEDROOM / r ✓/ ,/,% >/ /f / / , rrr rrf''r .r' , i /, r f r r% r , , / BEDROOM r �. f rr /' r ,, rJ'/ / l : r r '� �if / 3ti - / sr va € �% ;�iJ�i',//i�/,� r/ � ''� �� /: : ! : / I� /,. J✓��� , , ,.. . , ri`- ,� Jr�/ f� . , /f '! / , ,, / /, € 'Ci � V J� / l� / r�• J � / i !r � � � >� � � ✓� r'/ //� �/� ,' �,/� � =� ..rEY, I .SD DOOR z -4 5c6 -s /f / z 6 x6 8 2 65�6-8 �, .lr.� ,r,:r,•,J�,./�11 �.� ,��/ r rr,f / : J( ../ l / r,/r , , r r,.:-r>� / 1 /r ! % F r fi /✓ % r f // // rr rx /f rr % frr J r x ! % x J /w % % /' OQ I ' k t /r f / rx /% J� / / r rrr 'r % / DOOR S S ,r A-3 ,, ,� „ ,� �f/i',/'i'i,,;%�' / � !/''.�'///' /',i/ �'i/ r�'f r;/ ,f' J`�' r`' // � ;�`/;;f'` ' �/'/ /.//�/ r<'/ /i/� /r�i r�' � I -r D o s -� I DOOR N TO MATCH r'� �f , r%/ J` a// r� r�f r r 1r' f r TO MATCH : r/ r� t % ��rj�i'/r r�J !// ,� lJ` />�r� ,/% /F` 3-5 € t r /.. EXIST G G # € i 4 R ________�........... 9 10 N :.;, r. //f-...1. f'r/ flf ✓> _ .�/'/ .' J,f . /:� ,.� „J rl.% r�.f. ./,". : o/ r . .J / x. ✓ ✓. .R er , :Xtl ..:J SD _ _._ 2 « -4'x6 8 SCALE: 1 /4"=1'=0" t (N) WATER— W1H HEATER ' O LOCATION - +!� JI i + CONVERTED BEDROOM DOOR i # € ® t I € V] � EXIST'G 2x4 WOOD STUDS WALL TO REMAIN NEW 2x4 WOOD WALLS NEW 2x6 WOOD STUDS WALLS ELECTRICAL LEGEND NOTE: (E) EXISTING ALL LIGHT SWITCHES TO BE DIMMER (EXCEPTION: FLUORESCENT LIGHT I iO V DUPLEX OUTLET + 12" UN.O. -60- SINGLE POLE TOGC' 3 +40" U.N.O, 3: 3 WAY = GFI: GROUND FAULT INTERRUPTER WP: WEATHERPROOF SURFACE HT FIX OU 1/2 HOT 110 V FOURPL FX OUTLET 110 V DUPLEX OUTLET IN FLOOR -E3- T14LEVISIONJAC-K COMPUTER TERMINAL T'EI.EPHONE JACK 1 { (E) T-na-O" 1 1 SLIDER VINYL WINDOW Fi___ € rr t s 6';'l € 15o AMP. _f (N} 7 _3r DOORr "'� ELECTRICAL t -TO A NEW , ' I METER TO REMAIN. R , t ( ) r r € FLEI-D VERIFY BY € C PI)"1'ER .�•+ t LIVING ROOM rr I CONTRACTOR w i ARCAA n� _ t rrr r =-' € I N rrr L -J i € t r € \ t r t7 t \ FURNACE i WALL TO r r qO TO REMAN REMAIN c'Zt rrr m t, I ' 'v I r �z Wa ( --------•--------------- -- -�--------`--------Z-------_-_ --_ -_.---_---__--.:.----_- - "w € t-...•-,--('E) ATTIC { ® t \ ACCESS € t € r € \\ E \ € r \ I r \ # rr \\ € r \ t r \ r \ r t \ € r \ I r \ € rr (E) (E) vv ` rr BEDROOM 2 € BEDROOM 3 \\ u> Z t rr i _.__\\ WTI € Wi r I �tr 1 t t t t i € € t t t�_ _ - __-------- I F-------- __-W/ff- t € SLIDER VINYL WINDOW (E) WATER = € i HEATER € i I LOCATION 1 i t 1 t i t € t I i € € € t 1 1 t t 9 € j (E) l t 1 GAikdE € i € # i 1 € 1 1 i I € i i t i i t t i i I € 1 i I 1 i i € I 1 € I € € 1 I € i 1 I I € I € I i € 1 I I t t `-------------------------I------------------------ I - SCALE: 1 /4"=1'=0" t�� € w t i I 1 € i i € i € Q (E) 1 KITCHEN € 4 to i�j�✓ i (Leor I I ------------------------------ i 1 (E) 3'-M64, SLIDER VINYL WINDOW SURFACE MOUb LIGHT FIXTURE ® RECESSED LIGHT EXHAUST FAN SD HARD WIRED WIC BACK UP SMOKE I = = = = FLUORESCENT f NOTED ELECTRICAL NOTES i. PROVIDE ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET AT TIIE EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS, ETC. (210-70-a NEC) EX. AT GARAGE MAIN DOOR. 2. PROVIDE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION (GFCI) FOR ALL 125 VOLT, SINGLE-PHASE 15-AND 20-AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES (EXCEPT DEDICATED OUTT ES) AND OUTDOORS WITHIN G-6" OF GRADE. (210-8(a) NEC) 3. PROVIDE WATER PROTECTION FOR ALL RECEPTACLES INSTALLED OUTDOORS. (410-57 NEC) 4. ALL LIGHT FIXTURES IN BATHROOM &. KITCHEN AREAS SHALL BE FLUORESCENT. LIGHT FIXTURES TO BE SELECTED BY THE OWNER. 5. ELECTRICAL LIGHT SWITCHES FOR BEDROOMS TO BE ON ARCH CIRCUIT. 6. PROVIDE A.F.C.I. PROTECTION FOR BEDROOM 7. PROVIDE BATHROOM A MINIMUM OF (1) 20-AMP CIRCU RECEPTACLE OUTLET. SUCH CIRCUIT SHAI J. HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE TTL ONE BATHROOM (CEC 210-52 (d)). 8. INSTALL MINIMUM 20 ft. UFEK GROUND MINIMUM 1 #2 TO NEAREST COLD WATER PIPE GROUND PER CEC 250. KEY NOTES n 30"x30" ATTIC ACCESS. ® PROVIDE. CERAMIC TILES OVER CEMENT PLASTER OVER WONDER BRD. EQUAL TO 70" ABOVE DRAIN AT 3 WALLS OF SHOWER TUB. GLASS SLIDING DOOR AND PANELS MUST BE LABELED CATEGORY U. LOW FLUSH.1.6 GALLON TOILET FIXTURE. SHELF AND POLE. [5 RECESSED MEDICINE CABINET. 0 CONCRETE LANDING W/ 1/4" PER FOOT SLOPE MAX. (SEC.1004.9 UBC) LANDING TO BE MINIMUM 36" DEEPx WIDTH OF DOOR. A DOOR MAY SWING OVER LANDING THAT IS NOT MORE THAN 1" BELOW THRESHOLD. (CBC 1003.3.1.6) L_!J SHOWERHEADS NOT TO EXCEED 2.5 GAL I.,ON PER MINUTE. ® SINK FAUCETS NOT TO EXCEED 2.2 GALLON PER MINUTE. WALL FURNACE 10 FULL HEIGHT LINEN CABINET 11 23 5/16"x23 5/16" SELF FLASHED MANUAL VENTING SKYLIGHT. BY: VELUX, MODEL QVM W/ COMFORT OR COMFORTPLUS INSULATED GLASS. ICBO# ER-6075 REMS10N 1 /1\ 1 06-30-05 1 z ;x rq��. 1rI � W h � �..! a •z < �t t Z ;4 Q F- tn 00 W � Ix Gh > U r-+ 0 aZ OP4 M 0 N III tY n 4 ctt 0 o ON Q Q 0 t= w � ILI 3 to O DRAWN BY: J&R Int'i, Inc. CHECKED BY: J&R Int'I, Inc. DESiGNED BY:J&R Int'I, Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-106 FILE NAME: A-2 DRAWING A...2 OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER. THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRI TEN AUTHORIZATION OF 3&R INTERNATIONAL, INC. THISDOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSEDWRM-F-N CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 07/06/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DFSCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING rl _3NEW COMP. SHINGLE ROOF �SDV (CLASS B MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXISTING. NEW 2x8 ROOF RAFTER @ 16 O.C., PER STRUCT. DWGS. 12 4 41 518" GYB. BRD. 5/8" GYB. BRD. 2x4 STUDS @ 16" O.C. 2x6 RAFTER TIE @ 48 O.C. 5,-Rl3BATr 5 INSULATION 2x10 CLG. J. @b 16 O.C, 2x6 FLOOR JOIST @ 16 O.C., NEW STUCCO PER STRUCT DWGS. PER STRUCT. DWGS. 5 > W/ R30 INSULATION Wl R 19 INSULATION TO MAXCII EXISTG NEW MASTER BEDROOM NEW BATH NEW BEDROOM Im, zma 7M m 61 am ME aw 7m Tm 5'= BE I um R7 im Am rrml rA m m [A t SECTION VIEW COMBUSTION AIR FROM OUTSIDE THROUGH ROOF, WALL OR ATTIC SPACE VENT TO OUTSIDE FRAMING MEMBERS BOX -OUT FOR HIGH AND LOW COMBUSTION AIR HIGH COMBUSTION AIR OPENING W1 114'GAL. METAL SCREEN OVER SIZE PER W.H. MANUR SPEC. 16 GA. X 1.5' WIDE MIN GAL. STEEL STRAP WATER HEATER 2 X STUD WALL W1 5/8' TYPE 'X' GYP. BD. ON EACH 51DE lro G.A. X 15' WIDE MIN GAL. STEEL STRAP LOW COMBUSTION AIR OPENING W1 1/4' GAL. METAL SCREEN OVER SIZE PER W.H. MANUR SPEC, WATER HEATER CONTROLS FIRE BLOCKING CONTINUOUS LEDGER 5/8' THICK PLYWOOD PLATFORM, TIGHTLY SEAL ALL JOINTS 3/4' 01A. X 5' LONG LAG SCREWS THROUGH LEDGER 2 X LEDGER WATER HEATER 16 GA X 1.5' WIDE MIN GAL. STEEL STRAP VENT TO OUTSIDE AIR 2 X STUD WALL W1 5/8* TYPE 'X' GYP. BID. ON EA. SIDE TIGHT FITTING DOOR W1 SEALS WATER BEATER STRAPPING SHALL BE AT POINTS WITHIN THE TIPPER ONE-THIRD (1/3) AND LOWER ONE-THIRD (1/3) OF ITS VERTICAL DIMENSION' AT THE LOWER POINT A MIN. DISTANCE OF 4" SHALL BE MAINTAINED ABOVE THE CONTROLS W/THE STRAPPING (U.P.C. 510.5.) FIR GRADE L SECTION SCALE 1/41f=lf-0 ti STUD WALL 'L SILL C. FOUNDATION K ABOVE EARTH N. ABOVE PAVED AREAS TYPICAL STUCCO: 116' STUCCO CEMENT PLASTER W1 EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W1 I(o GA. STAPLES 6 rol O.C. STUCCO WEEP 2x ROOF RAFTER 6 16 O.C, PER STRUCT. DUrzS. ROOF SHEAT6z, 12 SEE STRUCT. DWGS. 4 COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT on + 2-2x4 TOP PLATE5 -R-13 BATT INSULATION -1/2' GYP. 5D. STUCCO I 2x4 STUDS Q W/`NO PLUMBING 4 2xb STUDS 10 16*O.C. W1 PLUMBING 2x FASCIA 2x C. J. a Iro, O.C., PER STRUCT. DUG5. W/R-30 GATT INSULATION NOTCH ROOF RAFTERS TO LOOK 2x4 AT THE OVERHANG. U.N.O. TO MATCH EXISTING WATER HEATER SCALE SCAL 1 EAVE DETAIL N.T.S N.T.S.E FRAMING MEMBERS ROOFING MATERIAL ROOF SHEATING COPPER VALLEY FLASHING, 20 GA. MIN. 1-:1 z OPERABLE AREA 5.7 SQ. FT. MIN. O d r OPENABLE AREA 5.7 SQ. Ff. MIN. 20" CLEAR (MIN-) 34 1181, CLEAR (FOR MIN. 24'HEIG­H`1) FINISHED FLOOR ALL SLEEPING ROOMS IN DWELLING UNITS BELOW THE FOURTH FLOOR SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY OR RESCUE. THE EMERGENCY WINDOW OR DOOR SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE AREA OF, 5.7 SQUARE FEET THE MINIMUM NET CLEAR 11EIGHT DIMENSION SHALL BE 24 INCHES, THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. THE, TABLE BELOW SHOWS THE MINIMUM HEIGHT AND WIDTH OF REQUIRED 5.7 SQUARE FOOT OPENING. -91 29 29,51 3 31.5 1 31.5 34.5 WIDTH 27. 28 J8.5 1 1 31 32132.51 HEIGHT 29.8129.3 28.81[A28� p2q38 _2LTA81 27.A[2Z6 9 26.51126.11125.7 25.3 . 24.5 24.1 23.8 IWIDTH 9 20 20.5 21 36.5 10.51 2121.5 24.5 1 411 40 39.1138 21.51 36 1137.3.5135.7 3-5 34 9134 133 32 81�32.5 3 6 2 31 30.27 EMERGENCY ESCAPE & RESCUE WINDowl STUCCO SPECS. TYPICAL STUCCO: 7/8" STUCCO CEMENT PLASTER W/ EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W/ 16 GAL STAPLES @ G'O.C. VA"t AR 6" NEW COMP. SHINGLE ROOF (CLASS AMIN.) OVER 2LAYERS 15# FIST TOMATCH EXISTG NEW FASCIA TO MATCH EXISTG rr 3 I I I - I F.F. NEW COME SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT NEW 14"x24" TOMATCH EXISTG VENTS TYP, I NEW PITCH TO MATCH EXISTG -NEWFASCL,k TOMATCH EXISTG C� rr NEW STUCCO F.F. ------------------------------------------------------------ T -------- F.F. EXISTG HOUSE EXISTG HOUSE .F -------- L --------------------------------------- I I I I N 111114,111&, 1 /4**�l '-0-1 WEST ELEVATION NEW COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXISTG NEW STUCCO T F.F. TO MATCH EXISTG ---------------------- --- EAST ELEVATION NEW FASCIA TO MATCH EXISTG Up- v fi con op Z >Z 0 Z 00 C'A C's) U efa a; 44 < tL z 00 o > U o � o z 0 0 z z In 0 U) III fr- 0 U z oN '--q 0 0 U as 0 z o 0 w P w W wz 0 DRAWN BY: J&R Int'l, Inc. CHECKED BY: J&R Int'l, Inc. DESIGNED BY- J&R Int'l, Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-106 FILE NAME- A-,3 DRAWING A�3 OF SHEETS is THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&RINTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BEREPRODUCED ORMODIFIED INANY WAY WITHOUT THE EXPRESSED WRITTENCONSENT OF J&R INTERNATIONAL, INC. PLOT DATE 07/06/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAI, INC. ATTENTION IN WRITING PRIOR TO START oFcoNsTRucTioN. DO NOT SCALE THE DRAWING ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 72" O.C. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" OF EA. END OF EA. PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA, BOLT TO THE PLATE, 2. ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS SPACED PER FOUNDATION PLAN 3. ALL INTERIOR NON —SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U.N.O. STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 4. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 5, PROVIDE 5/8" DIAMETER BY 12" ANCHOR BOLTS AT 3X FOUNDATION PLATES WHERE OCCURS. VERIFY WITH FRAMING PLANS. 6. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (UBC SECT. 1806.6.1) T ALL STUDS AT 1ST FRL SHALL BE 2X6 OR 3X4 0 16" O.C.(TYP) & THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR CONTINUOUS FOOTINGS. ANCHOR BOLTING: AB48 5/8" DIA. X 10" ANCHOR BOLTS AT 48" O.C. AB32 5/8" DIA. X 10" ANCHOR BOLTS AT 32" O.C. AB24 5/8" DIA. X 10" ANCHOR BOLTS AT 24" O.C. AB1 6 5/8" DIA. X 10" ANCHOR BOLTS AT 16" O.C. AB 8 5/8" DIA. X 10" ANCHOR BOLTS AT 8" O.C. AB48X 5/8" DIA. X 12" ANCHOR BOLTS AT 48" O.C. AB32X 5/8" DIA. X 12" ANCHOR BOLTS AT 32" O.C. AB24X 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. A816X 5/8" DIA. X 12" ANCHOR BOLTS AT 16" O.C. AB 8X 5/8" DIA. X 12" ANCHOR BOLTS AT 8" O.C. * 2AB (2) 5/8" DIA X 10" ANCHOR BOLTS. * 3AB (3) 5/8" DIA. x 10" ANCHOR BOLTS- * 2ABX (2) 5/8" DIA X 12" ANCHOR BOLTS. * 3ABX (3) 5/8" DIA X 12" ANCHOR BOLTS. * 2ABXX (2) 3/4"DIA X 12" ANCHOR BOLTS. * 3ABXX (3) 3/4"DIA X 12" ANCHOR BOLTS. * EQUAL SPACING. EXCLUDING HOLDOWN A BOLT. No r_r"TT­1 & IR I El: GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY ALL THE EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS AND CONDITIONS BEFORE START OF WORK, ANY DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. NEW FOUNDATION EXISTING FOUNDATION 24%18" CRAWEL SPAPE ACCESS W/4x6 HDR NEW 18"SQ x 18" THK I'M PAD FOOTING, FOR MORE INFO SEE DET: % 5/8 0 RED HEAD @ 24" O.C. (8" EMBED. 4" MIN. EDGE DISTANCE) SCALE: 1/4" = 1'-0" GENERALNOTE,S: 1. CONCRETE: At work, testing and inspection shot[ conform to the 2001 California Building Code. Strength Design used for all concrete grodes. Concrete Strength Location (28 day) rc = 2500 psi all the concrete USE TYPE V CEMENT Maximum Size of aggregate should be 1". 1 1/2" aggregate may be used in continuous footings or isolated pad. 2. REINFORCING STEEL. Shall be deformed bars conforming to A.S.T.M. A615, see schedule below for grade of reinforcing steel. Placing of reinforcing steel shall be in accordance with Section 2607 of the Uniform Building Code, Latest Edition. Electrically welded mesh shall conform to A.S.T.M. A185. GRO, 60: all the reinforcing. 3. BOLTS: Shall conform to A.S.T.M. A307. 4. LUMBAR: All lumbar shall be grade marked No.2 minimum except as noted on plan. Plywood shall be Ooulgas Fir sheathing conforming to PS 1-83 United States Department of Commerce and shall be grade stamped "D.F.P.A." Exterior Glue. 6. DRYPACK: Shall be "Embeco" or approved equal. 7. GENERAL CONTRACTOR IS FULY RESPONSIBLE TO VERIFY ALL THE EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS BEFORE START OF WORK, ANY DISCREPENCY SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. I REVISION I ty G. 00 Cn 4 00 Cq > Z Z 00 U cn t C-4 Z 0 V > U 0 Z >* Ut in Ld 0 0 U Z ON Z Z 0 to 0 DRAWN BY: J&R Int'l, Inc. CHECKED BY: 00'e-IR Int'l, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-106 FILE NAME: S1 DRAWING S1 OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN ATYI-110RIZATION OF J&RINTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&RINTERNATIONAL, INC. PLOT DATE: 07/06/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING ----------------------°--i-------__. _ ._--..—__ — _.— ---- I F= I 1 i I f ' 1 1 1 i 1 ' ! i ' I ' i I ' 1 I ' i I ' I I f f I ' I ( ' ! 1 ' 1 ! ' f I ' 1 I ' I ! ' 1 I ( } p I I I ' 1 1 i I I ' ! f ' I I 1 I I I I I I 1 f f I 1 1 1 ' ! 1 1 g f r.-____--_-_----_..-------------------- I t ~'* ► .� t I I t `1 j if t f f — i _ i-__---_---_.---_-----__ ________ _____________ 1 1 p ' ► I f f jjj i i 1 I i0 I Of I i SD1 � 1 PCI2 I ! f CALIF. I p 1 1 I FRAM"G I I 1 i I i 17 23 ' SDI SD1} �} I 1 C5 I i r} 7 19 I E HD r4x6 HD ti I DF1 4x14 FLUSH BM SDI SDI 0.5 L------------ L-18'-6" } f l 5 � X I 1 ci } 12 p X SDI SD1 _ _r a- � Ks- 1 4 I ! 2x1Q R.R. ' I $ E @ 16" O.C. 1 aaa- 6 ! SDI 9 8 SDI SDI I (o xi Z `q C }w cQ Q cU cv x - 2x10-R.R. @ 16" O.C. l 1 �, Dl i 1 � �- TYP 13 SDi { L J u . L-----__-__._ --- .-_ - --' L= i -7 =4' SPN4 SDI SDl E SD1 1 iZ H 1` �' a. f' z� 1 8 9 co SDI SDI cr ctU ( x I !�z 4x6.HDR nf 1 1 _-- SPN4 18 Q`j'� SDi Roof Framing an 1 � ♦ 1 RNA � � � U I ( 2001 C &C ; SEISMIC ZONE 4 ) FRAMING MEMBERS DOUGLAS FIR -LARCH A# VERTICAL.: AT 16" O.0 A3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 6" O.0 AT PLF EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) .....280 A3/8" WOOD STRUCTURAL PANEL NTH 8d COMMON NAILS AT 4" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) 350 PLF 3 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 3" O.0 AT EDGES AND 12' O.0 AT FIELD (TABLE 23-11-1--1 UBC) ...___490 PLF 1 4 \ 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 2" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) _.... _640 PLF A1/2-(OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) ..... _7.70 PLF v. l 1/2-(OR 15/32) STRUCT I WOOD PANEL NTH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) ..... _870 PLF NOTES: A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG TESTING LABORATORIES ( THIS INCLUDES OSB) THESE VALUES ARE FOR DOUG-FIR LARCH OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES, B. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS. C. WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6" O.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE. D. FOR SHEAR WALLS TO 6 USE THE FOLLOWING: 1) USE 3x MUDSILL 2) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING 3) NAILINGS SHALL BE STAGGERED E. IOd SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY, F. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT. (UBC SECT. 1806.6.1) HORIZONTAL: ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR (TABLE 23-II-E-I AND 23-11-H UBC) ROOF: JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL Pll 24/0, WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. NEW ROOF SHEATHING 1 /2" CDX PLYWOOD, P.I. 32/16 NAIL w/ 8d AT 4" o.c. BOUNDARY 6" o.c. EDGES 12" o.c. FIELD SEE SD1 FOR PLYWOOD LAYOUT DIAGRAM NEW ROOFING: CLASS 'A' ASPHALT SHINGLE ROOFING FLOOR: « JOIST SPACING EQUAL TO OR LESS THAN 16" O.C: 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG, P11 32/16, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 10 O.0 FIELD. JOIST SPACING EQUAL TO OR LESS THAN 20" OL: 1 /8" WOOD STRUCTURAL PANEL T&G SHTG, Pll 40/20, w/lOd's AT 6" O,C AT EDGES AND BOUNDARIES, 10' O.0 FIELD. JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG, P11 48/24, w/lOd's AT 6" O.0 AT EDGES AND BOUNDARIES, 10,O.0 FIELD. Z+TOTE: L EXIST'G FRAMING IS NOT PART OF THESE WORK. NEW ROOF MATERIAL MUST MATCH EXIST'G. 2. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FRACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. 2. CONECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE NTH 2O01 CBC CHAPTER 23, DIVISION IN, FRAMING LEGEND: INDICATES SPAN AND DIRECTION OF ROOF JOISTS AND RAFTERS INDICATES SPAN AND DIRECTION OF FLOOR JOISTS & ROOF DECK INDICATES SPAN AND DIRECTION OF CEILING JOISTS INDICATES SPAN AND DIRECTION OF DECK JOISTS (SLOPED AS REQUIRED) 0 2X4 AT 16" O.0 B) 2X6 AT 16" O.0 C 2X6 AT 24" O.0 D 2X8 AT 12" O.0 `7 2X8 AT 16" O.0 E£ 2-2X8 AT 16" O.0 2X8 AT 24" O.0 2X10 AT 12" O.0 l l 2X10 AT 16" O.0 2X10 AT 24' O.0 (2)2X10 AT 16" O.0 2X12 AT 12" O.0 f PA 2X12 AT 16" O.0 2X12 AT 24" O.0 1 3/4 x 11 7/8" ML. 12" O.0 r CALIFORNIA PROVIDE FRAMING f M=L INDICATES (1) 1 3/4" x 11 7/8" MICROLAM P-L (OR PSL) INDICATES PARALLAM LFA. = LOAD FROM ABOVE HEADERS AND BEAMS, REFER TO ENGINEERING CALCS. INDICATES INTERIOR BEARING WALL NOTF: APPLY SHEAR PRIOR TO FRAMING OF j� PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE) r'�------INDICATES MOMENT FRAME SOLE MARK: PLATE NAILING LEGEND DESCRIPTION SPN4: 16d SOLE PLATE NAILING @ 4" O.C. SPIN 3: 16d SOLE PLATE NAILING @ 3" Q.G. SPN2: 20d SOLE PLATE NAILING @ 2" Q.C. (PER DIRLLED HOLED) SPN1: 1/4"X5" LAGSCREW @ 4" O.C. (PER DIRLLED HOLED) NOTE: USE 2-2x10 @ 12" O.C. UNDER "HVAC„ DBL. JOIST @ 2ND FLOOR FRAMING WHERE WE HAVE WALL CEILING JOIST SCHEDULE SIZE SPACING MAX. SPAN 2x4 16" o.c. 8'-0" 2x6 16" O.C. 13'-0" 2x6 12" o.c. 15-0' 2x8 16" o_c. 17'-6" 2x8 12" o.c. 19,-6" 2x10 16" 0.c. 22'-0" 2xl0 12" o.c. 24'-0" CUTTING AND NOTCHING BORED HOLES STUD STUD STUD STUD 5!8' MIN. 518' MIN, NOTCH NOTCH RUI2ED HOLE 1 IBOR.ED HOLE -w 2x4 STUD -- 2x4 STUD 2x4 STUD 2x4 STUD I illro' MAX. -I18' MAX. 111ffo' MAX. 2 118' MAX. 2x6 STUD 2xro STUD 2x6 STUD 2x6 STUD 2 311'o" MAX. 1 318' MAX. 2 3116' MAX. 3 5116" MAX. 40% ALLOWED 25% ALLOWED 40% ALLOWED ANY WALL 60% ALLOWED NONBEARING PARTITIONS EXTERIOR WALLS .AND ANY NONBERING WALL OR BEARING PARTITIONS EACH BORED STUD DOUBI F.D BORED HOLE NOT PERMTI'T'ED IN MORE THANTWO WO SUCCESSIVE DOUBLED STUDS CBC. SEC. 2320.11.9 AND 2320.11.10 MAX. ALLOWED NOTCHING AND DRILLING k" r x f px x u� r- `.. , r tL d 00 W Cx � u 0 *� 0 ***P4 z 0� to !Y CJ �� yF Q O U� z o U E_+ o 0 z Ix W �{ h w Ill r � to O DRAWN BY: J&R Int'l, Inc. CHECKED BY: J&R Int'I, Inc. DESIGNED BY: J&R int'l, Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-106 FILE NAME- S2 DRAWING OF SHEETS * THIS DOCUMENT, AND -THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE "WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRT£TEN CONSENT OF 3&R INTERNATIONAL, INC. PLOT DATE: 07/06/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING (N) FLY. SHT'G 2 xBLK'G (E) (N) (N) ROOF RAFTER (N) PLY. 5HT'G ad o 410.C. EQ. EQ. NEW EXISTING (N) 5IMP. (N) ROOF SIMP. A34 (N) 44 POST EQ. EQ (2)2x TOP PLATE 2-04 DOWELS RAFTER (N) MST48 A35 6 lro*O.C. EN. (E) SILL PLATE (E) FLOOR SHT'G (E) 2-2xPLATE /--SIMPSPN ST22 @ 48' O.C_ 2x5LK'G U.N.O. N. 5IMPBON, A35 FLUSH RIDGE BM (N) SIMP. (N) SIMP. A34 HEADER (5E PLAN) OR BOARD 2x RAFTERS (N) SIMP. (N) 44 POST MST 48 (N) 2-2xPLATE (SEE PLAN) ALT. LOCATION (N) FULL HT. 2x4-- 3/8. PLYWOOD W/ T STUDS is 16"O.Cl4 a rolo.c. slmp. co 3/,5* PLYWOOD W1 4 PROGRESSIVE TOE NAIL 4 44 4 j4 NAILING EA_ SIDE OF HEADER bi MIN. 1�wlro' dia. HOLE 24" 8 A AND INSTALL W1 PER —TRIMMER PER PLAN LU S, TYP SIMPSON SET EPDXY ADHESIVE PER PLAN 2#4 EA. WAY I.C.50. NO. 521'�5 (N) FULL HT. 2x4 PER STUDS 6 PLAN SEE PLAN SIMPSON A35 NOTE SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE (E) STUDS (E) STUDS (E) STUDS PRIOR TO POURING NEW CONCRETE. 2xSTUD w/16d NAILS 2x SILL @ 4" O.C. SCALE SCALE CONNECTION SCALE FULL HEIGHT STUD SCALE RAFTER TO SCALE NEW CONC. FTC. SCALE SHEAR TRANSFER 20 PAD FOOTING 16 N 12 9 5 N.T.S. N.T.S. DETAIL N.T.S. CONNECTION N.T.S. FLUSH RIDGE N.T.S. TO EXISTG FTG. N.T.S. 2x ROOF RAFTER (N) PLYWOOD (N) 2x6 FLOOR (N) SHT'G SHEATHING JOISTS @ 16" O.C. B.N. T SIMP. A35 #3 TIES 6 16' O.C. 24" O.C, CALIF.(N) EA. WAY. (ALT. USE W.WM.) RAFTERS 2x RR PER PLAN 1 SIMP. A3 B.N. 2 X CONT. <N) 2xR.R. ROOF SHT'G, — 4 FOOTING @ 24 O.C.BRACE w/ 3 — 16d (N) SIMP. 6' 18" 16d S.P.N. (N) 4 X 4 SIMPSON AC4 TO EACH 4 X BRACE METAL 1435 FROM R.R. FLASHING TO PLATE SIMPSON A35 AT 16" O.0 POST EACH SIDE OF B.N,---_ A 26 GA. MIN. 2X C.J PER PLAN E.N. W/4-16d NAILS @ T POST (2)—J/2"O BOLTS 2X BEW6. CONT� EACH SIDE (TYP) STRAP TO POST 2 X 4 FLAT X 2'-0" WHERE OCCURES I I A LONG w/ 4 16d 111-1 NAILS (N) 2x& PL kTE5 B.N. (3)-16d NAILS W/2 - bad 0 EA. BLOCK 5-16d Sllre>' clia. HOLE —(E) 2x ROOF (N)51 AB RAFTER EDGE NAILING RAFTER @ TOP PLATE ROOF SHEATHING —(N) ROOF SHT'G (N) 2x 5L< PLACE DIAGONAL ALONG TO DBL 2xS PLATES 2-2x4 TOP PLATE x PER OWEL5 6 24" care r-OR NAILING AND NAIL W1 PLAN HDR OR BM, WHERE OCCURS NSTALL W/ SIMPSON SET 00 WALL OR BEAM 2 X 4 PURLIN 2-ligd AS SHOWN ------ PLYWOOD ABOVE HDR EPDXY ADHESIVE PER — PER PLAN BRACE @ 4'-0" o.c. LCBO, NO. 5219 PER PLAN N NOTE SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. SEE PLAN NEW CONCRETE PIER FOOTING RAISED FLOOR SCALE SCALE TYPICAL RAFTER TO SCALE CALIFORNIA SCALE SCALE CONNECTION SCALE 21 SHEAR TRANSFER 17 13 10 EAVE DETAIL 6 2 FOUNDATION N.T.S. N.T.S. HIP -VALLEY CONNECTION N.T.S. FRAMING N.T.S. N.T.S. DETAIL N.T.S. EXISTING NEW ROOF PLYWOOD SHT'G. W/ 8 d's @ 6" O/C 2x4 FLAT n u U.N.O. @ 48 O.C. 2x4 STUDS a IWO.C. LINO 3-16d WALL FIN. PER PLAN 6 SIDE SILL NAILING NAILS E.N. E.N. (E) STUD @ 16" O.C. PER PLAN 12" MIN, BLOCKED BM (PER PLAN) EN. 3-16d 2 X 4 PURLIN 24" MIN. UNBLOCKED 2x& P.T. SILL W1 IT 16d NAILS 2x RR NAILS BRACE @ 4'-0" O.C. FLOOR J016T6 w/PLYWD. ANCHOR BOLTS 4 FLOOR DIAP. PER PLAN 4"O.C. PER PLAN— BOUNDARY NAILING (B.N.) 2 2 x PLATE PLATE WASHERS 2x BLK'G w/A-35'ss Iro'O.C. Q 46' O.C. PROVIDE 2x BLK'G "U" SIMPSON 2X SHEAR BLK'G. JOIST 2 X BLKG. 2 X 4 PURLIN BRACE JX4 HANGER @ 48" 0-C. B.N. B.N. BEYOND (STAGGERED ------DOUBLE @ 4'-0" o.c. FROM FIELD SIMPSON A-35 TOP OPPOSITE SIDE) NAILING (TYP.) @ 24" O/C U.N.O._'lz PLATES 4x BLK'G. SIMP. A35 AS SHOWN > FINISH GRADE L SEE PLAN <# (6 PLACES) 2 04 BAR, TOP 2x STUDWALL PER PLAN (E) FLOOR 2 xro 0 12'0�C. HORIZ. 0 4�. O.C. JOIST ul SECTION UJ Cf) 0 TYP. EDGE $4 VERTICAL 24' O.C, 2 #4 BAR, BOTTOM NOTCH 0 Z_ < C) NAILIING (E.N.) I-_ (A -s 12'0.C- HORIZ. 'a 4a' O.C. &—/-R.R. BY 2x6 LEDGED 3-16d W/ 3/8"0 DIA. 1/2 SIMPSON A34 (N) CEILING JOISTS TYP. BOUNDARY NAIL 4 1 1/2x3 NAILS. (TYP) 2 X BRACE TO AROUND ALL LAG SCREWS 0 8"O�C, TO 2x(E) BLK'G --+--I<— 3-16d TOP PLATE OPENINGS HDR (PER PLAN) NAILS 'j IN .(E) STUD WALL TYP, 2 X 4 FLAT EDGE BLOCKING 12' (E) FTIG PLAN VIEW 2x4 FLAT V WHEN SPECIFIED @ 48 O.C. A ON PLAN CONNECTION SCALE ROOF SHEAR TRANSFER & END SCALE PURLIN BRACE SCALE CONNECTION SCALE RAISED FLOOR SCALE 22 18 14 FRAMING MEMBERS 7 3 DETAIL N.T.S. ROOF RAFTER CONNECTION N.T.S. @ TOP PLATE N.T.S. PER PLANS DETAIL N.T.S. FOUNDATION N.T.S. ROOF SHT'G. 2xRIM U.N.O. NOTE: -1 T— SILL NAILING EQ. EQ. PLACE FACE GRAIN OF PLYWOOD 12 24' FLOOR SHT(3; PORTION TO BM. TO BE BN! NOTCHED TO MATCH PERPENDICULAR TO FRAMING UNLESS D51_• TOP PLATES MIN. MIN. 2x BLOCKING EN. 2XFLOOR ROOF RAFTER SLOPE —SIMPSON ST6224 NOTED OTHERWISE. JOISTS, PER PLAN 614T'G. DIMENSION NAIL EDGE DISTANCE SHALL BE MIN, 3/8" . . . . . . . 2xBLK'6 PER PLAN11". 2, FROM EDGE OF PLWYDOD AND 2 X FRAMING 4a'O.C. MEMBER. (3/4" AT 3 X OR 4 X FRAMING SIMP" A35 MAX. NOTCH [> 2-2x TOP PLATES MEMBER.) # x ;�-BHEAR WALL EN. 4xro GIRDER SIMP. GH46-S PROVIDE BOUNDARY NAILING (B.N-) AT (PER PLAN) 166 NAILS 3. DIAPHRAGM BOUNDARIES, CHORDS, DRAG 4'0-C- TIES, OVER SHEAR WALLS AND WHERE SPECIFIED. WOW. LRIDGE WHERE JOIST LAP/SPLICE OCCURS PLYWOOD SIMPSON CSIC2 SEE FRAMING PLAN. TYR ­ - - - - - - - - - - - - - - - - - - - BEAM x AND 4' JOINT IS OFFSET, ADD 6 EA. CORNER L —d EA, S W/ 2 X 4 OR 3 X 4 N.AILER__A2 - - - - - - - - - -- BEAM (PER PLAN) I MN. 2x CJ, - - - - - - [:2x C'j. I L--2x RAFTER w/SLOPE SIMP. lul SIMP. lul -L+- 16 d's @ POST 12" O.C. PER PLAN 16d @ 12" O.C. AVA' A . ..... 1 HANGER HANGER (PER PLAN) # x 4xBEAM 2x R.R. A PER PLAN UN.0 2xRLK'G CONT. WIlrod NAILS ls4'0.r­ SCALE BEAM NOTCH @ SCALE CONNECTION SCALE iru"Ll' LA SCALE SPECIAL SHEAR AT SCALE RAISED FLOOR SCALE SHEAR TRANSFER 23 19 15 i 1 8 N.T.S. WALL DETAIL N.T.S. DETAIL N.T.S.INDOW DIAGRAM N.T.S.N.T.S OPENING OPENING- T.S. N.T.S.OUNDA TION N.T.S. I REVISION I A MR, la z cc b. 15 00 rq z > Z z 00 o Cr\ > u 0 0 > per-+ � 0 It 0 0 m 0 u o C u u o F I w z V) 0 DRAWN BY: J&R Int'l, Inc. CHECKED BY'J&R Int'l, Inc. DESIGNED BY: J&R lnt*l, Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-106 FILE NAME. SDI DRAWING SDI OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONEIDFNTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL. INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&RINTERNATIONAL, INC. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. PLOT DATE 07/06/05 DO NOT SCALE THE DRAWING Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R NOTE: 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 150(a): Minimum R-1 9 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R-Value. 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does not apply to exterior mass walls). LAJ 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent, 0 150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2,0 permfinch. - IAI 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. F�l 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls LAJ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. 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 Section 151 meets Commission quality standards. Fv--] LAJ 1 50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry 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. Space Conditioning, Water Heating and Plumbing System Measures FV] 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. y150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA, Fv__] I A I 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-1 2 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-1 2 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated, 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 2299 Job Number: 040205 Page:5 of 14 Mandatory Measures Checklist: Residential (Page 2 of 2) MF-1 R NOTE: 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 minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable, DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures. (continued) Fv--1 * 150(m): Ducts and Fans IA I 1, All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3: ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seat openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust tan systems have back draft or automatic dampers, 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. [K-71 A 1 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on -off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. Fv__1 IA 1 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 0 118 (f): Cool Roof material meet specified criteria Lighting Measures 150(k)1: Luminaires for general fighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. Fv--] ,A I 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in'Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3,1 By EnergySoft User Number: 2299 Job Number: 040205 Page:6 of 14 1 Certificate Of Compliance: Residential (Part 1 of 2) CF-1 R SANCHEZ RESIDENCE ADDITION 4/4/2005 Project Title Date 1425 W. Tolliver Street Santa Ana Project Address Building Permit # ADVANCED TITLE 24 (714) 525-9824 Plan Check/ Date Documentation Author Telephone Computer Performance 8 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only [0101114ROMIN10 Total Conditioned Floor Area: Total Conditioned Slab Area: Building Type: (check one or more) A I r\_/_1 Single Family Detached 1:1 Single Family Attached F] Multi -Family 1.662 f? Lr,. T.�.T2 L Average Ceiling Height: 8.0 ft F] Addition El Existing Building Ai Existing Plus Addition Front Orientation: (South) 180 deg Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: [] Slab Floor Component Type Frame Type Const. Assembly U-Value Default Floor Prior To 1991 Wood 0.098 Default Wall Prior to 1978 Wood 0.386 Default Roof 1978 to Present Wood 0,047 R-19 Floor (F.19.2)<8.16) W ood 0.038 R-113Wall (W.13.2x4.16) W ood 0.088 R-30 Roof (R.30.2x6.16) W ood 0.035 Location/Comments (attic, garage, typical, etc.) Exterior Floor / Over Crawlspace LwLR-6 Credit} Exterior Wall Exterior Roof Exterior Floor / Over Crawlspace (w/R-6 Credit) Exterior Wall Exterior Roof FFNPSTRATION Sh2riinnnt-vir,,-,-, Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Ea=r SHGC Shading Yes No Yes No Front (South) 25D 1.28 0.83 Bug Screen n nx n 0 Left (West) 54.0 1,28 0,83 Bug Screen F1 nx F1 nx Rear (North) 6.0 1.28 0.83- Bug Screen El [x] F1 Fx1 Right (East) 21.0 1.28 0.83 Bug Screen F] nx f❑I x] F Left (West) 24.0 0.60 0.65 Bug Screen 0 x] F El 0 Rear (North) 6.0 0-60 0.65 Bug Screen F1 Fx] F] Fx] Right (East) 24D 0.60 0.65 Bug Screen n FX1 1:1 nX 1-1 F] n n E] E] El 0 n n El 0 F1 F] n n 0 F] 1-1 El Run Initiation Time: 04/04/05 11:19:26 Run Code: 1112638766 EnergyPro 3.1 @y EnerqySoft User Number: 2299 Job Number: 040205 Page:3 of 14 Certificate of Compliance: Residential (Part 2 of 2) CF-1 R SANCHEZ RESIDENCE ADDITION 4W2005 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R-Value Type Comments Fan Type Wall E, imace QQ% AFUE rai I=, imacp 64% AFUE Ductless I witb Fan Ductless! ! \Atith Pan nZa n4a Ho Setback___ No Setback Existing System New System Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments No Cooling 10-0 SEER N[c) Cooling 1 n 0 qFFP F)l 1(-tipqq n n/a No Setback Kin '1;ethqck_ ExistincISVstem Wow System WATER HEATING SYSTEMS Rated Tank Energy Facti 1 External 'gy Water Heater Water Heater Distribution # in Input Cap. or Recovery y Tank Insul. 0 ry Standby System Name Type Type Syst Btu/hr (gal) Efficiency Loss R-Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. 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. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Jose L Justiniano Title/Firm: PABLO SANCHEZ Title/Firm: J&R INTERNATIONAL, INC. Address: 1425 W, Tolliver Street Address: 2115 W. Crescent Avenue, Suite 252 Santa Ana, CA 92703 Telephone: (714) 543-1961 Lic. #: (signature) Enforcement Agency Name: Efrain Olivas Title/Firm: ADVANCED TITLE 24 Address: 1235 N Harbor Blvd, Suite 235, Fullerton Telephone: (714) 525-9824 Anaheim, CA 92801 Telephone: (714) 774-3528 04/04/05 (date) (signature) 04/04/05 (date) 621� 04/04/05 I EnerqyPro 3.1 By Enerq ySoft User Number: 2299 Job Number: 040205 Paqe:4 of 14 1 I REVISION I NO. I DATE 0� R Z 4 Z > Z N Z Mi U) Qo c 0 �i > p 0 Z 0 1:4 0 P4 Z is ! _17 0 U) W 0 tx 0 0 U Ch -4 0 Z ki W W W 1 Z 1:?, of 0 DRAWN BY: J&R Intl, Inc. CHECKED BY: J&R Int'l, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 03/17/05 SCALE NONE JOB NO 05-106 FILE NAME: EN-1 DRAWING N...l OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT TIM WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED ORMODIFTED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE. 07/06/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. DO NOT SCALE THE DRAWING