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HomeMy WebLinkAbout10148498.pdf■ ell" ADDITION TO. 2502 W. STANFORD ST. SANTA ANA CA 92704 woro SHEET INDEX A- I TITLE SHEET, SITE PLAN, DEMOLITION PLAN & MISC. DATA A- 2 FLOOR PLAN & ROOF PLAN A- 3 ELEVATIONS, SECTION & DETAILS S-1 EXIST'G & NEW FOUDATION PLAN S- 2 ROOF FAMTNG PLAN N d SD-1 STRUCTURAL DETAILS CHIT C EN-1 TITLE 24 ENERGY FORMS ©1" Cv l O �- . . •,.. M . `> 45' ` W`/' � � P, D✓ AID u I is r r rr rr rr r r r r raw I---------- PROJECT TEA M _ # # ; a�. E PERMITS ! # # # ( } � It3S1 t; t2 € al G'CHANICAL PLAINSRADING DESIGNER: n and 0001 T24 REPORT PREPARED BY: t U ( l # t e �� r.w.. d 13,1 ( { 1 t3 tt { J&R INTERNATIONAL, INC. ADVANCED TITLE 24 t`t W I I I1permissionfrom the 2225 W. BROADWAY AVE., E-301 12350 N. HARBOR BLVD., //ZvO,�'bd . ANAHEIM, CAA 928{}4 SUITE 235 rra JOSE L, JUSTINIANO S l�Df t # # # SETBACK FUU ERTON, CA 92835 � i ( "sSHALL NOT NSTMTYPE (714)49G-2737 Bq� 714525.9$24 nan xbg�l ust o-1 VA@pacbefl.netnet RA N GARAGE all),,,i i of ii M° Avian /FLOOD Z s PROJECT INFORMATION f — — — — — — — (N) 9'-0"FLOOD ON'{ OaO N _ ..... .wm.,...,- SETBACK # # � { �(� a;x ' � JOB ADDRESS: t���E�� MICROFILM{SON �)_� # X i __ _ ' " 2502W STANFORD t_ _1;. B SBB t # ) — _ _ t _ _ _ _ _ _ _ _ _ _ _ — — — _ _ _ _ _ _ _ — — — SANTA ANA, CA 92704�, :. t dwW ► , #/ / / # : a {i v- v ����,__���f I# b { SITE INFORMATION: - � 1fi)16� " ' -_=_=_= �`---- ____-====--------- CONSTRUCTIONCONSTRUCTION TYPE : V-N NON SPRINKLERED ZONING : R-I y da t ,, / � NUMBER OF STORY :ONE (N) 24 -7 SETBACK " ;::...� i \ \ / / # �.d/� "� d3 SITE AREA : 5,220 sq. ft. (E) HOUSE AREA (EXCLUDED GARAGE) :1,01.0 sq. ft. # (E) GARAGE : 403 sq. BEDRpoM2 # I A S j , ft. # - — C (N) ADDITION : 576 sq, ft. TOTAL FOOT PRINT AREA: :1,989 sq. ft, 38.10 %© OF SITE AREA # COVERAGE AREA: : 2,31$ sq. ft. (44.40 % OF SITE AREA) y #--------- ------ OWNER MR. JOEL GONZALEZ # 2502 W. STANFORD ST., I # SANTA ANA, CA 92704 (N) 5'-0" # BEDROOM{ 1 I SETBACK LEGAL DESCRIPTION - E WATER # , " HEATER / / / / LOT No. 12 OF TRACT MAP No. 506 I / # PARCEL No. 408-052-12 CITY OF SANTA ANA COUNTY OF ORANGE GENERAL NOTES: # TO A NE'W j j / KIkE EN ®' ' . > . "-.:.: :� # __ � /\ I 1. GENERAL CONTRACTOR TQ VERIFY ALL DIMENSIONS AND LOCATION OF EXISTING UTILITIES ( COMF'U. �# / "l. ' # L �i / # BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE { AREA / / { { C� / / \ \ # BROUGHT TO DESIGNER'S ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. t # \ / / # t # / (E} WALL \ # 2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AS REQUiAED TO COMPLETE CONSTRUCTION. t li/:.� : : a t FURNACE { (E) WA;&_,R / # TO REMAIN ` # 3. ALL WORK TO CONFORM TO THE FOLLOWING: HEAAR # # \ \ BUILDING CODE - CBC 2001 SETBACK E 8'-5" a { # • ( i (E) I : ( ) PLUMBING CODE - CPC 2001 — SE`I BACK # v DINING { \ \ MECHANICAL CODE - CMC 2001 t { \ T ROOM:..:." ; .t # { \ \ { ELECTRICAL CODE - CEC 2000 /— # (E) WALL \ \ �� { \ \ # 4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O. # --- FURNACE \ #� # / \ \ \ \ \ ( 5, GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC. t # TO REMAIN (E} v { 11 I / v v t ` \ LIVT:N(x R6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS. # \ # / \ \ \ # * c� <. �. a 1I the ) # / / \ \ ti # 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WTTH 5/8" STANDARD DRYWALL.TYP. (E)/ \ \ \ \ { _ i1 urn # / / \ I j \ 1 I� # 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 S AT INSULATED CEILINGS SHALL BE UL LISTED FOR DIRECT` CONTACT WITH INSULATION _ _ # RECESSED LIGHT I #w1w M(ITC FIXTURES). i _ _ ` ` — ` — — — ` — - — — — — — — — — J 11 PROVIDE WINDOWS THAT ARE RATED AND CERTIFIED FOR 20 L 1 F OF WIND LOAD FOR THIS CLIMATE now LDNDO BS S t ZONE. t � ,w10 .: ` row. 12. PROVIDE MOIST -STOP FLASHING AROUND ALL WINDOWS, DOORS AND OTHER OPENINGS. t GENERAL LEGEND 13. PROVIDE BITCHUTHANE AT OTHER NEEDED LOCATIONS SUCH AS INTERSECTING EXTERIOR z , CONSTRUCTION SURFACES, SMALL EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS. EXIST'G 2x4 WOOD STUDS WALL TO REMAIN 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 t t _ -" — — T — - DENOTE MATERIAL TO BE COAT. PROVIDE 60-MINUTE BUILDING PAPER MINIMUM FOR EXTERIOR STUCCO. REMOVED ._ r _ r r 15. PROVIDE TWO LAYERS OF GRADE "D" PAPER AT ALL EXTERIORS WAILS WITH WOOD BASE SHEATHING AND r r r 45, STUCCO COVERING PER SECTION 2506.4 CBC. 16. NO PLASTIC WATER PIPING ALLOWED WITHIN THE BUILDING. 17. OWNER S14ALL EMPLOY THE SERVICES OF REGISTERED DEPUTY INSPECTOR, WHO MUST REPORT TO THE N• CITY BUILDING OFFICIAL PRIOR TO REPORTING TOO THE JOB SITE. GUNT����R STREET 18. THREE CONCRETE CYLINDER TEST SAMPLES SHALL BETAKEN 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. MAY 2 d(� (�2005 20. OOFING MATERIAL NVIT14 AN ICBO OR U1. LISTING. ROOFING MATERIALS PROVIDESND CLASS ATALLBE INSTALLED MEETIGH WIND EXPOSURE 110 CONSTRUCTION REQUIREMENTS. ALL ROOFING SITE� PLAN- DEMOLITIONDILAN. G 0 T NZA Z S D _N C MATERIALS MUST OVERHANG THE EDGE OF THE ROOF SURFACE. PLYWOOD ROOF SHEATHING IS REQUIRED UNDER ALL ROOFS (UNLESS RE -ROOFING OVER EXISTING SHINGLES). SCALE: 1 /8„ =1 ' M 0" SCALE: 1 j4`1)— 0"CItY of Santa Anse 21. THE OWNER AND PROFESSIONAL DESIGNER HAVE RESEARCHED THE PARCEUS SETBACK AND EASEMENTS. THE PARCEUS SETBACKS AND EASEMENTS ARE CORRECTLY SHOW ON THIS SITE PLAN. 22. PLYWOOD SHEAR WALL JOINT AND SILT, PLATE NAILING SHALL BE STAGGERED IN ALL CASES. 1 _ R MSIOv "N' F FS k�S,W 3 e 00 �c,� F� a 4� h Q tn Q _ _U z w oAc Tr I I 11 t 41 11 1e BiSt 13oraWs 1tI f`�tT h cc 0i , I ,,, V5 (::; ,t ; N 00 � N Q 0 N F � w p DRAWN BY: J&R Int'I, Inc. CHECKED BY: J&R Int'I, In DESIGNED BY:J&R Int'I, I DATE 03/17/05 SCALE AS NOTED JOB NO 05-105 FILE NAME: A_-1 d DRAWING A�l us of 0- OF SHE 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 WRITTEN CONSENT OF J&R INTERNATIONAL, INC, PLOT DATE: t * 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 S C ALE THE DRA ►LL NOT BE LESS . VENTILATED. .3 (VENTILATION) )DARE INCHES SION RESISTANT I INCH. SCALE: 1 f4"=l'=O" 15-5" 6-7 30" MIN. } - -� f 6FI r / j v Z �/ (N) tUJ14L I f i DOORdb TO, 5" � r' 12'-2"' -44 ► N BEIIROOM C7 !r f -�-- r Y f ca ffri.�1 i� O 1 } ' f f _U �v7 I _ e} SD DOOR is� f - f Cr c*a I --- 2v ---------------- t------- ---- } t IF I BEDROOM I f U 5" 3'-2'ICLEAR ! Z" 1 j t 1 (N) 200 AMP. ! f } E ELEC. METER -� f CSD f LOCATION. f t f i 1 FIELD VERIFY BY CONTRACTOR � i f 7-9" i 3"-8'" } 4'-0," ! { C7 {N) } f DOOR '� f i DOOR T 11 j (N) 4'-0'",4'-0" VINA,L in iSINGIE HUNG WINDOW ' ca ,z VS tom+ U Ic 1 I r' N ZD j` - W-CI J�AR-01ASS- _ cn rr BY: WINDOW MASTER r' i GENERAL LEGEND EXIST'G 2x4 WOOD STUDS WALL TO REMAIN I�I1I�1iI�IiEItt�IiMii WALLS /f/////f/!/.//ff!/I///// iSTUDS ELECTRICALWALLS N NOTE: (E) EXISTING (N) NEW ALL LIGHT SWITCHES TO BE DIMMER (EXCEPTION: FLUORESCENT LIGHT SWITCHES) = � 110 V DUPLLEX OUTLET + 12" U.N.O. GFI: GROUND FAULT INTERRUPTER WP: WEATHERPROOF -cis— SINGLE POLE TOGGLE SWITCH 3 +40" U.N.O.3: 3 WAY SWITCH SURFACE MOUNTED CEILING LIGHT FIXTURE '� 1/22 HOT Fo SURFACE MOUNTED WALL 110 V FOURPLEX OUTLET LIGHT FIXTURE 110 V DUPLEX OUTLET IN FLOOR ® RECESSED LIGHT FIXTURE -{- TELEVISIONJACK EXHAUSTF'AN COMPUTER TERMINAL SD HARD WIRED WITH BATTERY BACK UP SMOKE. DETECTOR TELEPHONE JACK FLUORESCENT TUBE, SIZE NOTED ELECTRICAL NOTES 1. PROVIDE ONE WALL SWITCH -CONTROLLED LIGHTING OUTLET AT THE 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 OUTLES) AND OUTDOORS WITHIN 6'-6" OF GRADE. (210-8(a) NEC) 3. PROVIDE WATER PROTECIION 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 IIIE OWNER. 5. ELECTRICAL LIGHT SWITCHES FOR BEDROOMS TO BE ON ARCH CIRCUIT. 6. PROVIDE A.F.C.I. PROTECTION FOR BEDROOM CIRCUITS. } --- 7. PROVIDE BATHROOM A MINIMUM OF (1) 20-AMP CIRCUIT 1 l 30" MIN - r / f RECEPTACLE OUTLET SUCH CIRCUIT' SMALL HAVE NO 0} 3'-0""CLEAR rr /' 1 OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN t=lONE BATHROOM (CEC 210-52 (d))_ f r r 8. INSTALL MINIMUM 20 ft. UFE.R GROUND MIN][ UM 1 #2 COPPER {E) 3' O'4c4' 0" TO NEAREST COLD WATER PIPE GROUND PER CEC 250. i ' SINGLE HUNG __ VINYI._WINDOW _ -_--� CONVERTED } HEN ® r rr } (E) BEDROOM rrrr KIT r } f TOANEW ��� k �Z i COMPUTER 4 !,' , ,' l 0 j AREA �J.4 f ., X f � j (E) WATER 1 HEATER ,' ,' }o 0 j LOCATION' ,' r i W z 51 f } -{E) PANTRY ;'__ li 0 / DINING ROOM } ! o >� 1 � �ZNI nn � f \ti (E) WALL �.--..-...-.--.-. FURNACE TO REMAIN } � f 1 } (E) LIVING } ~ ROOM `� f i } ! BEDROOM I } z p r ------------------------------- (E) 4'-0".cb'-d" } (E) ,-0""-6-0. SINGLE HUNG VINYL WINDOW SINGLE HUNG VINYL WINDOW w Z rya } t / 1 } } r !r ---------------------------- (E) T-O'x6'-0"" ----------- f f - SINGLE HUNG VINYL WINDOW SCALE: 1 %4"=1'=O," KEY NOTES 30"00" 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 II. LOW FLUSH.1.6 GALLON TOILET FIXTURE. SHELF AND POLE. RECESSED MEDICINE CABINET. SHOWERHEADS NOT TO EXCEED 2.5 GALLON PER MINUTE. SINK. FAUCETS NOT TO EXCEED "2.2 GALLON PER MINUTE. WALL FURNACE TO REMAIN gg- xt3 } a }x A S t Z �• � r3 W C� h � mow* UW� gg31t tr') l El d h- O Cep o� ca vi ir! w Ir d d d dtl O 0 � � e� '4 "C� •� '4 ►•� C) Q ►n F o w F, t•+-( F= z :g : to 0 DRAWN BY: ,J&R Int'I, Inc. CHECKED BY: J&R lnt'l, Inc. DESIGNED BY:J&R Int"I, Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-105 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 IDENTIlIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. I` US DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 03/14/05 * 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 S C ALE THE DRAWING NEW COMP. SHINGLE ROOF (CLASS "A" MIN.) OVER 2 I-AYERS 15# FELT TO MATCH EXISTING. SEE STRUCT. DWGS, 2x8 ROOF RAFTER @ 16 O.C., PER STRUCT. DWGS. 4 41 12 1/2" GYB. BRD. 2A STUDS @ 16" O.C. 2x8 CLG. J. @ 16 O.C., PER STRUCT, DWGS. W/ R30 INSULATION 2x6 FLOOR JOIST R 13 BAIT 60 +1 @ 16 O.C., PER STRUCT. DWGS. INSULATION W/ R19 INSULATION NEW 7/8" STUCCO TO MATCH EXISTG SCALE SECTION 1/4fl=11-011 UFJ-'lN"EJ-',kKhA — 5.7 SQ. FF. MIN. Z= 20" CLEAR (MIN.) FINISHED FLOOR OPENABLE AREA = 5.7 SQ. FT. MIN. 34 118" CLEAR (FOR MIN. 24" HEIGHT) 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 OPENABLE AREA OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR HEIGHT 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. WED H 2T5 29 29. l 31[26.2 5! HEIGHT [Wj57f- M 29.8 20 29 3 20.5 28.8 28.3 21'52F--22j[q205 27,8 _ 27.4 [3)605[26 23 5 21.5 25.7FF23-52-..-35] F-2-51125.511 243.39 24.5 26IF2-6.5]F7 23.8 --27 HEIGHT 4jI 40 1-q4o 3211 9 39.1 [ 8 38.2[TT3] 36.5 .5[M �� 5. 35.7 _7[!q 34.9 34.9 [34.2 _ 't 2[M 32.]8 [7 _ [12J2131611 311130 4 STUCCO SPECS. TYPICAL STUCCO: 7/8" STUCCO CEMENT STUCCO 0/ —2X STUD WALL PLASTER W/ EXPANDED METAL LATH OR BLDG. PAPER WOVEN WIRE LATH FASTENED W/ 16 GA. 2X P.T. SILL STAPLES @ 6" O.C. PLYWOD 51 (WHERE OCCURS) CONC. FOUNDATION STUCCO WEEP SCREED 977 FIN. GRADE l< < 4' MIN. ABOVE EARTH oc 2' MIN. ABOVE PAVED AREAS EXIST'G HOUSE TYPICAL STUCCO: 1/8' STUCCO CEMENT PLANER W1 EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W116 GA. STAPLES 6 (o' O.G. STUCCO WEEP SCAT -P 1 SCREED N.T.S. 2x ROOF RAF -TER 6 16 O.C, PER STRUCT. DLLIG6. ROOF 5HEAT'G, 12 SEE STRUCT. 1)Ur-S. 4 COMf-, SHINGLE ROOF 2 LAYERS 15# FELT (CLASS A MIND OVER m � 2-2x4 TOP PLATES R-13 GATT INSULATION 1/2' GYP. 5C), STUCCO 2x4 STUDS Q 1&'O.C. W/NO 2x FASCIA NOTCH ROOF RAFTERS TO LOOK 2x4 AT THE OVERHANG. U.N.O. TO MATCH EXISTING PLUMBING 4 2x(o STUDS 10 16'O.C. W1 PLUMBING 2x C. J. -s 16' O.C., PER - STRUCT. DUr-%5. W/R-30 EBATT INSULATION ALE EAVE DETAIL SCN.T.S. 4 FRAMING MEME3ERS ROOFING MATERIAL ROOF SHEATING COFFER VALLEY FLASHING, 20 GA. MIN. NEW FASCIA TO MATCH E. NEW ADDITION NEW PI`. MATCH F.F. stm!l I - NEW COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT ToMATCH ExisrG 12 NEW PITCH TO �114 MATCH EXIST'G NEW FASCIA TO MATCH EXISTG NEW STUCCO TO MATCH EXIST'G rn rn L I _III F.F. EXISTG HOUSE SOUTH ELEVATION XTV7-Xlill-%lk4D -ZlTMT/--TVDnnV 1 0 - 1 -11 oill-wil I 1 /4v'=l *—Ott NEW FASCIA ETCH EXISTCY I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I 1 1111111111111 1111 1111111111 as'r-G .]..I I F L� - 1, �H -Irl-TYhL 1 1 55 1 1 1 1 1 L I I I I I I I I I I I I 1 11 11 1 1 1 1 1 LFLFY I I I FL��l I I I I I I I I I I I I I I Ill"T1,71 11 1.1 11 11 1111 11 111 NEW STUCCO :q TO MATCH EXIST'G F.F.F.F. LL=U 3� 1 I REVISION i mjfl ee1, ggill Q "min m zx 00 m Xcf 00 Cq Z -F w > Z tT. Z * 0,0 V3, T-4 z C) 0 0 q U 0 C) z q> V) C/j C-4 rr in 0 00 0 '4 *'t z C 0 u '24 o z 0 0--� ai > F- F- W W z U) 0 DRAWN BY: J&R Intl, Inc. CHECKED ey:J&R Intl, Inc. DESIGNED BY: J&R Intl, Inc. DATE 03/17/05 SCALE AS NOTED JOB NO 05-105 FILE NAME: A-3 DRAWING Aw3 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 INANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE- 03/17/05 * GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING U'IILlTlES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNA'IIONAI, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. 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. & 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (UBC SECT. 1806.61) 7. ALL STUDS AT 1ST FRL SHALL BE 2X6 OR 3X4 0 16" O.C.(TYP) 8. THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR CONTINUOUS FOOTINGS. A848 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. AB16X 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. NEW FLOOR SHEATHING: 3/4" STURD—I—FLOOR PLYWOOD, P.I. 40:20 NAIL vv/ 10d AT 6" o.c. BOUNDARY 6" o.c. EDGES 10" o.c. FIELD SEE W FOR PLYWOOD LAYOUT DIAGRAM N 0 T E: 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. -0 A"1 AM, - n0i VI I 1 21 r & - V ji 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) 4 (E) & (N) Foundation Plan SCALE: 1/4" = 1'-0" I is GENN.04ES: 1. CONCRETE: All work, testing and inspection shall conform to the 2001 California Building Code. Strength Design used for all concrete grades. Concrete Strength Location (28 day) fc = 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 pod. 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. GRD. 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. 5. SOIL: 1000 PSF. 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 71e. Z Z > Z 10 Z rn 0 4.4 Z 0 0 c) U) W ae tii 3 Z oC) Z C) 0 W W Z V) 0 DRAWN BY: J&R Int'l, Inc. CHECKED By: J&R Int'l, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 03/14/05 SCALE AS NOTED JOB NO 05-105 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 BF, USED IN WHOLE OR PART FOR ANYPROJFCT OTHER THAN THE ONE H.)ENTTFIF.DHEREIN WITHOIJ-r THE WRITTFNAUTHOR17,ATTONOFJ&RINTFRNA-RONAI.,INC. THIS DOCUMENT SHAIT-,NOT BFREPRODTJCEDORMODIFIED INANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, 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; 03/17/05 DO NOT SCALE THE DRAWING * GENERAI, CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDFIIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. I REVISION I "N Ml- z 00 U 941=2 ss Z LIJ V) z 6-4 0 0 � z 0 0 C9 QI cf) 00 4 z 0 u 124 kt) F— 6� —T U) 0 DRAWN BY: J&R Int'l, Inc. CHECKED BY: J&R Int'l, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 03/14/05 SCALE AS NOTED JOB NO 05-105 FILE NAME: S2 DRAWING S2 OF SHEETS PLOT DATE- 03/14/05 DO NOT SCALE THE DRAWING (E) (N) - EQ. EQ. NEW UNO. (N) SIMP. A34 (N) 4x4 POST e__ M EQ MST48 (2)2x TOP PLATE 2-#4 DOWELS BM PER PLAN (E) SILL PLAT (E) FLOOR SH T`G (E) 2-2xPLATE /--SIMPSON ST22 @ 48" O.C.. U.N. 0. (N) SIMP. A34 (2)51MP50N T922 SIMPSON A-35 FLUSH RIDGE BM OR BOARD 4 0 El- EA. SIDE 44 POST (N) 44 HEADER (SE PLAN) (SEE MST 43 (N) 2-2xPLATE (SEE PLAN) 4' ALT, LOCATION KING POST SIMP. CB, O 4 4, PROGRESSIVE _(3)f6d'5 TOE NAIL 4A NAILING EA. SIDE OF HEADER 1=1 (2)5IMP50N T522 EA* 6111E '4 24 MIN. 81, 13114o* dia. HOLE C� AND INSTALL W1 4 TTOP � TRIMMER PER PLAN LU S, TYP. SIMPSON SET EPDXY z ADHESIVE PER 2#4 EA. WAY I.C.IBO. NO. 52113 Li clt. SIMPSON A35 a 24" SG I I I NOTE SPRAY BANDING AGENT (INTRALOK OR SIMILAR) _ q (E) STUDS (E) STUDS (E) STUDS I I AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. 5M PER PLAN 2xSTUD w/16d NAILS 2x SILL @ 4" O.C. KING POST SCALE SCALE CONNECTION SCALE FULL HEIGHT STUD SCALE RAFTER TO SCALE NEW CONC. FIG. SCALE 20 PAD FOOTING 16 12 9 5 CONNECTION N.T.S. N.T.S. DETAIL N.T.S. CONNECTION N.T.S. FLUSH RIDGE N.T.S. TO EXIST'G FTG. N.T.S. 2x ROOF RAFTER (N) PLYWOOD (N) 2x6 FLOOR SHTG SHEATHING JOISTS 0 16" O.C. �-(N) B.N. ROOF RAFTER, TYP. #3 TIES 6 18' O.C. EA. WAY. eALT. USE W.UM.) ;SIMP. A35 24" O.C. CALIF. B.N� FRAMING (N) 2xF;?-R. 2x RR PER PLAN ROOF SHTG. (E)SLA f FOOTING 6" L 18 L SIMP.5 @ 24" O.C. (N) 4 X 4 SIMPSON AC4 16d S.P.N. SKEWED SIMPSON JOIST (N) SIMP. METAL A35 FROM R.R. METAL FLASHING TO PLATE SIMPSON A35 AT 16" O.0 2X C.J PER PLAN POST EACH SIDE OF B.N A HANGER or FRAMING ANCHOR 2ro GA. MIN. E.N. W/4-16d NAILS @ 6 POST (2)-)/2"0 BOLTS A MERE RAFTER SPAN EXCEEDS 9' OTHERWISE 2X BLX CONT. EACH SIDE (TYP) STRAP TO POST HIP BEAM, -0", PER PLAN USE (3) 16d TOE NAILS 4,+ WHERE OCCURES 111-m- = (N) 2x& PLATES B.N' W/2 5-16d 13/*' dia. HOLE-(E) 2x ROOF (N)SLAB EDGE NAILING @ TOP PLATE RAFTER SHEATHING �N) 2x BLK. PLACE DIAGONAL ALONG TO DBL 2xB PLATES x 2-2x4 TOP PLATE PER �HDR 04 DOWELS S 24" SIC F- FOR NAILING AND NAIL W1 OR BW PL WHERE OCCURS NSTALL W1 SIMPSON SET 00 WALL OR BEAM 2-I(od AS SHOWN ]-JV- PLYWOOD ABOVE HDR EPDXY ADHESIVE PEP, - PER PLAN LC.BO. NO. 521c3 PER PLAN [#> PLAN VIEW NOTE = SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. 24" SO, NEW CONCRETE ol PIER FOOTING RAISED FLOOR SCALE SC ALE 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 2x4 STUDS 0 IWO.C. UNO WALL FIN. PER PLAN a SIDE SILL NAILING (E) STUD 16" O.C. <�JPER PLAN MIN. BLOCKED BM (PER PLAN) EN. 16d NAILS MIN. UNBLOCKED W 2x& P.T. SILL W1 FLOOR J016TS w/FILYWD. ANCHOR BOLTS 4 0 4"O.C. BOUNDARY FLOOR DIAP. PER PLAN PLATE WASHERS PROVIDE 2x BL 'G (N) 4x FLUSH BEAM (PER PLAN) NAILING (B.N.) 2 2 x PLATE x 2x eLK'6 w/A-35's Iro'OC. 48* O.C. U" SIMPSON HANGER (N) SIMP. A34 (N) RIDGE if 4444 EA- SIDE OF BEAM A ELD (N) HIP NAILING (TYP.) 4x BLK'G SIMP. A35 AS SHOWN FINISH GRADE � _ZL4�4� MEMBERS (6 PLACES) --- — 2 #4 BAR, TOP 0 121O.C. HORIZ. (E) FLOOR 2xCp C-4 a 46' O.C. JOIST uj af W (A 04 VERTICAL 24" O.C. SAR, BOTTOM BOTTOM I SIMPSON "HRC" 0 Z TYP. EDGE < 50 NAILING E.N. f- e 12*0.C. HORIZ. 10 O. O�C M 'M L RIDGE TO HIP CONNECTOR :� 1 V z 2x6 LEDGED W/ 3/8"o Di A. (N) 4x BEAM OR WALL (PER PLAN) BOUNDARY NAIL LAG SCREWS 0 RUND ALL HDR PER PLAN) 8"O.0 TO 2x(E) BLK'G 'A F OPENINGS p. CIO 0- IN ' ' TYP. 2 X 4 FLAT 12, EDGE BLOCKING (E) FT`G V MEN SPECIFIED N PLAN CONNECTION SCALE CONNECTION SCALE PURIM BRACE SCALE CONNECTION SCALE RAISED FLOOR SCALE 22 18 14 FRAMING MEMBERS 7 3 DETAIL N.T.S. DETAIL N.T.S. TOP PLATE N.T.S. PER PLANS NOTE: DETAIL N.T.S. FOUNDATION N.T.S. U.N.O. SILL NAILING PORTION TO BM. TO BE EQ. EQ. 1. PLACE FACE GRAIN OF PLYWOOD PERPENDICULAR TO FRAMING UNLESS 12* 24' DBL. TOP PLATES MIN, MIN. 2x BLOCKING FLOOR SHTG EN. NOTCHED TO MATCH NOTED OTHERWISE. 2xFLooRPLAN JOISTS, RAFTER SLOPE DIMENSION /-SIMPSON ST6224 I F F`ER PER PLAN) NAIL EDGE DISTANCE SHALL BE MIN. 3/8" 2 . . . . . . . . . . . . . . FROM EDGE OF PLWYOOD AND 2 X FRAMING # x L MEMBER. (3/4" AT 3 X OR 4 X FRAMING MEMBER.) 4X6 GIRDER > MAX. NOTCH 2-2x TOP PLATES �SHEAR WALL SIMP. GH4S-6 (PER PLAN) PROVIDE BOUNDARY NAILING (B-N.) AT I= N. I/ Al 3. DIAPHRAGM BOUNDARIES, CHORDS, DRAG A TIES, OVER SHEAR WALLS AND WHERE SPECIFIED. WDW. A RIDGE WHERE JOIST LAP/SPLICE A# SIMPSON C:Slro SEE MING PLAN.FRATYP. \\`��J\ \/\\�,• BEAM OCCURS AND PLYWOOD E.N. 4. Q EA. CORNER L 2x K.S. @ JOINT IS OFFSET, ADD 2 X 4 OR 3 X 4 NAILER AS BEAM (PER PLAN) EA. W /S / 16 d's @ _POST 12" O.C.- PER PLAN SHOWN: 16d @ 12" O.C. L3 t I- V x RAFTER w/SLOPE (PER PLAN) # x -2� 12* SCALE BEAM NOTCH SCALE SCALE rul WDODIA I SCALE SPECIAL SHEAR AT SCALE RAISED FLOOR SCALE NOT USED 23 19 SHEAR TRANSFER 15 11 8 4 N.T.S. WALL DETAIL N.T.S. N.T.S. DIAGRAM N.T.S. WINDOW OPENING N.T.S. FOUNDATION N.T.S. I REVISION I z > z L) U z 0Fes.{ r 0 0 0 z 0 0 o P4 z U) D Q 0 0, 00 U rq 0 u oz� o �D ;:4 P4 :: w w DRAWN BY: J&R Int'l, Inc. CHECKED BY: J&R Inf 1, Inc. DESIGNED BY: J&lR Int'l, Inc. DATE 03/14/05 SCALE AS NOTED JOB NO 05-105 FILE NAME: SD1 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 ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED ORMODIFMDIN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, 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 IMERNATIONAl- INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. PLOT DATE: 03/17/05 DO NOT SCALE THE DRAWING 0"MMIN 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-19 ceiling insulation. ITj 150(b): Loose fill insulation manufacturer's labeled R-Value. 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-valuein metal frame walls (does not apply to exterior mass walls), 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permfinch. 0 118'. Insulation specified or installed meets insulation quality standards. Indicate type and form. LAJ 116-17: Fenestration Products, Exterior Doors and Infiltration/ExIfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified LI-Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and seated, 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 1 50(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. Fv__1 1^1 150(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 rD-ITI 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. Al 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA IFV1 150(i): Setback thermostat on all applicable heating and/or cooling systems. F] 1506): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally mapped 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: 050406 Page:5 of 14 M=11111111 !'11!1�litpl I rMs i ME NOTE: Lownse 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) A I 150(m): Ducts and Fans 1, All ducts and plenums installed, sealed and insulated to meet the requirements of the 19% 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 seated 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 sea] 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 eitherautornatic 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. pNJ 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 I/\ I 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) 118 ft Cool Roof material meet specified criteria Lighting Measures FK1 1 50(k)l: 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_1 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/waft 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 10 (insulation cover) approved. I , -3.1 By EnergySoft User Number: 2299 Job Number: 050406 Page:6 of 14 1 A Certificate of Compliance: Residentia0l (Part 1 of 2) CF- I R GONZALEZ RESIDENCE ADDITION 4&L2005 Project Title Date 2502 W Stanford. Street Santa Ana Project Address Building Permit # AR INTERNATIONAL, INC. (714) 774-3528 Plan Check Date Documentation Author Telephone Computer Performance 8 Field Check Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only Total Conditioned Floor Area: Total Conditioned Slab Area: Building Type: (check one or more) Single Family Detached F] Single Family Attached I❑I Multi -Family 1,586 fl? 0 ft 2 1-1 Addition r] Existing Building RLIIRY'Ls,u::::::: 'I is 1. Front Orientation: (North) 0 deg Number of Dwelling Units: 1.00 Number of Stories: 1 Average Ceiling Height: 8.0 ft Floor Construction Type: [] Slab Floor Const. Component Frame Assembly Location/Comments Type lype U-Value (attic, garage, typical, etc.) Default Floor Prior To 1991 Wood 0.098 Exterior Floor / Over Cravylspace (w JR-6 Credit) Default Wall Prior to 1978 Wood 0.386 Exterior Wall Default Roof 1978 to Present Wood 0.047 Exterior Roof R-13 Floor (F.132x6.16) W ood 0,048 Exterior Floor/ Over Crawlspace (w/R-6 Credit) R-13Wall (W.13.2x4.16) Wood 0.088 Exterior Wall R-30 Roof (R.302K6.16) Wood 0.035 Exterior Roof FFNFSTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-Eactor SHGC Shading Yes No Yes / No Front (North) 64.0 1.28 0B3 Bug Screen F] f R] F] Fxl Left (E(East)46.0 1.280 8 0.83 Bug Screen ❑ x f I n ❑ x F1 Rear (South 16.0 0.60 0.65 L3ug Screen F] Fxl F1 Fx1 Rear South) 12.0, 1.28 0.83 Buci Screen n FX] n nX Right Vilest 48.0 1.28 0.83 Bug Screen F1 Fx I [I nx Left (East 28.0 0.60 0.65 Bug Screen F1 nx Fl Fx] Right (West) 64.0 0.60 0.65 Bug Screen 11 FKI 11 0 n r-1 D El F] F] F1 F1 F1 n F1 F1 El [1 1-1 [1 Run Initiation Time: 04106L05 09:26:37 Run Code: 111280 AZU EnergyPro 3.1 By EnerqvSoft User Number: 2299 Job Number: 050406 Page: 3 of 14 1111111111111111111111�1 11111111111111! 111n: 1PT �Irm I - liii� I !4,F . M= 099M 1 1 GONZALEZ RESIDENCE ADDITION 4/6/2005 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/H SPF) (ducts, attic, etc.) R-Value Type Comments Ean Tune Wall Fi imace ral F. Irnace 60% AEUE 64% AR IF Ductless I with Fan Dt idle-.1 with Fan n1a ___n/A_ No Setback No setback Existing System Nero ;��stem Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location heat pump, evap. cooling) (SEER) (attic, etc.) R-Value Type Comments IM0 =00 F WATER HEATING SYSTEMS Rated 1 Tank Energy Fact' 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst . Btu/hr (gal) Efficiency Loss (%) R-Value I 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: JOEL GONZALEZ Title/Firm: AR INTERNATIONAL, INC. Address: 2502 W Stanford Street Address.- 2115 W. Crescent Avenue, Suite 252 Santa Ana, CA 92704 Anaheim, CA 92801 Telephone: (714) 241-8623 Telephone: (714) 774-3528 Lic. #: (signature) (date) Enforcement Agency Name: Efrain Olivas Title/Firm- ADVANCED TITLE 24 Address: 1235 N Harbor Blvd, Suite 235, Fullerton Telephone: (714) 525-9824 (signature) (date) lEnerctvPro 3.1 By EnerovSoft User Number: 2299 Job Number: 050406 PaaeA of 14 1 REVISION ri Z 00 Z; > Z W U U 4 C4 Z yy 0 0-4 F-4 :1 2t) 0 0 U Z 0 0 > In W fl 0 0 Wq� �0 ON 00 ri C) _4 0 r W V) 0 DRAWN BY. J&R Int'l, Inc. CHECKED BY. J&R Intl, Inc. DESIGNED BY: J&R Intl, Inc. DATE 03/17/05 SCALE NONE JOB NO 05-105 FILE NAME: EN-1 DRAWING N...l OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTR_LTMENT 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 IDENTIFIEDHEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&RINTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BEREPRODUCED ORMODIFIED INANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT` OF J&R INTERNATIONAL, INC. PLOT DATE. 03/14/05 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