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HomeMy WebLinkAbout10147707.pdf(E) 4'-6n SETBACK PARCIAL GARAGE AREA. 216 sq. ft. (19.55 % OF 1,258 sq. ft.) SCALE: 1/8"=V=00) 50' 01 CO, Uc-L110 S D C 1614 W... 2nd ST., SANTA ANA, CA 92703 rol (E) 4%9' (E) SET13ACK DINING (E) 150 AMP. FLEC­ METER. FIELD VERIFY BY CONTRACTOR (E) LIVING ROOM I ilE Ili (N) 5'-V' SETBACKtiE (E) KITCHEN (E) WATER HEATER TO REMAIN (E) WALL FURNACE TO REMAIN N (E) 150 AMP. ELEC. METER. FIELD VERIFY BY CONTRACTOR g-" ,L PLANS 5- E be �ka;pt th, b 11 to iv2kD anv, On= or aftwaviong ox'l s'a, r�c" 'e"'ithout tarh",'an permission from the City of Santa Ana. The acceptance of tbn$ plan and Sn,,,)c,,iflcat`on3 SHALL NOT be hold to permnt nor be aR 410r6al rg y�p, vijation of any n 'at Law ANY ON, 0irdina ce or Sir 10, Provisions of Eq —Date GFly"V07F SANI A�ANA� il jo< jI i : (E) �j BEDROOM 2 # W4 9 ------ 2—L-- -------------- TE ------- 441 — -------- — --------------- H GENERAL LEGEND:' P 0 C. G Rc UP_ EXIsT,G 2x4 WOOD STUDS WALL TO RE -MAIN CONSTR 'T DENOTE MATERIAL TO BE CODE ED]TIC REMOVED FLOOD, ZONE CEFRT nc 'PaDDI'D DEMOLITION PLAN SCALE: 1/4"=V=0*t D L 1 t r,,),9partm9nt i.r,.'J" I kllil-" v 0!"0."51 PLA01,11NING DIVISION MASIMR LD,;­­­ q�y "7 WSCR, ACT"t'rN,"F P1.1"' DAXE: .. ..... "LA1,1NN 3- 114S—NO­ .'0NTA�CT­­-­----- — .CONI'AC-1-P11-10NE `714667-2700 z UP cc> /7 cv. <r" C. SHEET INDEX A- 1 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 FAMING PLAN SD-1 STRUCTURAL DETAILS EN-1 TITLE 24 ENERGY FORMS I tl#d a -I W, Awl 7W DESIGNER: J&R INTERNATIONAL INC. 2225 W. BROADWAY AVE., E-301 ANAHEIK CA. 92804 JOSE L. JUSTINIANO (714)496-2737 joseluisj@JR-internationalus JOB ADDRESS: T24 REPORT PREPARED BY: ADVANCED TITLE 24 12350 N. HARBOR BLVD., SUITE 235 FUU,ERTON, CA 92835 714.525.9824 t24@pacbell.net 1614 W. 2nd ST., SANTA ANA, CA 92703 SITE INFORMATION: CONSTRUCTION TYPE : V-N NON SPRINKLERED OCCUPANCY : R3/U1 ZONING : R-1 NUMBER OF STORY : ONE SITE AREA :6,100 sq. ft. (E) HOUSE AREA (EXCLUDED GARAGE) :870 sq. ft. (E) GARAGE :408 sq. ft. (N) ADDITION :536 sq. ft. TOTAL FOOT PRINT AREA: : 1,814 sq. ft. (29.73 % OF SITE AREA) OWNER, MR. & MRS. MARTIN COLOCHO 1614 W. 2nd ST., SANTA ANA, CA 92703 ASSESSORS PARCEL No. 007-202-05 LOT No. 4 OF TRACT MAP No. BLK 12 CITY OF SANTA ANA COUNTY OF ORANGE [4 M1 I a NIAM, 3 W [$I 1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, CONTRUCTION DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R IN'17L, INC. 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 IY2" STANDARi DRYWALL.TYP. 8. AT TOILET, MIN. 30" CLEAR WIDTH CENTERED ON TOILET, AND 24!CLEARANCE IN FRONT OF TOILET IS REQUIRED. I RDASION I L� sag LO& A tR cp Z >z z OQ d 0 U t c'? 0 U z 0 z W 0 0 u 0 0 U F4 �z V u C) un P W W W W 1 z 3: (n 0 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 [DEN-IUIEDBEREIN WITHOUT THE WRIT ITNAUTHORIZATION OF J&RINTERNATTONAL, INC. IHIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 02/11/04 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 /150=3.6 sq. ft. ATTIC NTION AREA REQUIRED ATTIC VENTILATION ,Q,'OVIDED T FREE VENTILATING AREA SHALL NOT BE LESS 11150 OF THE AREA OF THE SPACE VENTILATED. JANCE BY CBC 2001 SECTION 15053 (VENTILATION) VENTS SHALL NOT EXCEED 144 SQUARE INCHES TALL BE COVERED WITH CORROSION RESISTANT MESH WITH MESH OPENING OF 1/4 INCH. SCALE: 1/4"=1'=O" (E)Q'-VlA4'-V --------- _(Ej3'-Y'x4'-0" SLIDER VINYL WINDOW _ _ SLIDER VINYL WINDOW A GENERAL LEGEND 7' (E) EXI ST'G 2x4 WOOD STUDS (E) EXISTING DINING WALL TO REMAIN (N) NEW NEW 2x4 WOOD STUDS WALLS _+HB HOSE BIBB NEW 2x6 WOOD STUDS WAITS (E) Y-0N4%0" SLIDER VINYL (E) WINDOW KITCHEN ELECTRICAL LEGEND NOTE: 00 91 ALL LIGHT SWITCHES TO BE DIMMER (EXCEPTION: FLUORESCENT LIGHT SWITCHES) ;�Iz z g!� 110 V DUPLEX OUTLET + IZ'U.N.O. SINGLE POLE TOGGLE SWITCH + 40" U.N.O. 3:3 WAY SWITCH WA GFI. GROUND FAULT INTERRUPTER (E) V*`P: WEATHERPROOF SURFACE MOUNTED CEILING HEe= — - -0 CIO (E) 150 AMP. k C LIGHT FIXTURE I (E) LMNG TO REMAIN I ELEC. METER. FIELD VERIFY BY 112 HOT WALL 1 ROOM 19 Fo SURFACE MOUNTED I I CONTRACTOR 110 V FOURPLEX OUTLET + LIGHT FIXTURE 101 CS 10 I (E) WALL P, =El= 110 V DUPLEX OUTLET IN FLOOR RECESSED LIGHT FIXTURE 1, URNACE TO REMAIN 9 Nf -E3- TELEVISIONJACK EXHAUSTFAN COMPUTER TERMINAL SD HARD WIRED WITH BATTERY Z 1;! f i Q BACK UP SMOKE DETECTOR TELEPHONE JACK FLUORESCENT TUBE, S127- NOTED ------------------------------------- ELECTRICAIL NOTES 1. PROVIDE ONE WALL SWITCH-CONTROU-ED 9 SD LIGHTING OUTLET AT THE EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS, ETC (210 70 ;t I =t4 K l NEC) EX. AT GARAGE MAIN DOOR. SCALE: 1/4"1=1'=O" 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 G-G'OF GRADE. (210-8(a) NEC) 3. PROVIDE WATER PROTECTION FOR ALL RECEPTACLES INSTALLED OUTDOORS. (410-57 NEC) 4, ALL LIGHT FIXTURES INBATHROOM & KITCHEN AREAS SHALL BE FLUORESCENT LIGHT FIXTURES TO BE SELECTED BY THE OWNER. 5. PROVIDE ARC -FAULT PROTECTION FOR ALL BEDROOMS RECEPTACLES. 1MAW161011m nj 30"x30" ATTIC ACCESS. n2 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 H. F31 LOW FLUSH. 1.6 GALLON TOILET FIXTURE. [A] SHELF AND POLE. n5 FULL HEIGHT LINEN CLOSET I RE\ASION I 35 0 z Z >Z Z u z U) z .80 CIA 0 0 U 0 0 0 Z 0 w ft Q 0 tD Z 0 0 0 En ^00 z '4 F_ ILI w z In O DRAWN BY. J&R Int'l, Inc. CHECKED By: J&R Intl, Inc. DESIGNED BY, J&R Int'l, Inc. DATE 01/10/05 SCALE AS NOTED JOB NO 04-151 FILE NAME: A-2 DRAWING OF 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 II)EN-11FIED 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 OFJ&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. DO NOT SCALE ON ---------- PLYWOOD 6) (WHERE OCC STUCCO WEE SCREED FIN. GRADE TUQ WALL 'T. SILL C. FOUNDATION IN. ABOVE EARTH N. ABOVE PAVED AREAS TYPICAL STUCCO: I/V STUCCO CEMENT PLASTER W/ EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W/ I(o GA. STAPLES (o' O.C. A-- 2x ROOF RAFTER 6 I(o O.C, PER STRUCT. DU)G5. ROOF SHEAT'G, SEE 5TRUCT. DU*5. COMP. 5HIN61-E ROOF (CLASS A MIN.) OVER 2 LAYERS 15*FELT 2x C. J. 6 Iro' O.C., PER 5TRUCT. DUrS5. W/R-30 5ATT INSULATION NOTCH ROOF RAFTERS TO 1-00< 2x4 AT THE OVERHANG. U.N.O. TO MATCH EX15TING EAVE DETAIL SCALE er I =1 -0 OPENA13LE AREA 5.7 SQ. FF. MIN. 9z 20" CLEAR (MIN.) FINISHED FLOOR OPERABLE AREA 5.7 SQ. Ff. MIN. v 34 1/8" CLEAR (FOR MIN. M'BEIGHT) ALL SLEEPING ROOMS IN DWELLING UNITS BELOW TTIE 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 'FOOLS. ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPERABLE 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. JWIDTHIF7.5 2 28 28.5 29 29.5 30 31.5 [2131[9315F-32 3Z5 15 34F34 HEIGHT 29.8 29,3 204.05 .8 28.3 1.25 27.8 27. 205[F35 26.9 -2-31 6.5 26.5 F 1-l.51FF34R.2 26'1 26.1[25j N33.5[F-3--22-.15] 25.3 25.3V 24.9 .9 24,5124.11[2I.A [3W [q2651 HEIGIII 41 392,1 328 372.23 li2-4 322525 312.66 30.7 NEW COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXISTG (N) F-0" EAVE TO MATCH EXISTG NEW FASCIA TO MATCH EXISTG 12 41 NEW ADDITION NEW STUCCO TO MATCH EXIST'G EXISTG HOUSE All NEW STUCCO TO MATCH EXISTG TYPICAL STUCCO: 7/8" STUCCO CEMENT PLASTER W/ EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W/ 16 GA. STAPLES 6" O.C. (E) PITCH 12 41 EXISTG HOUSE NEW COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXIST'G (E) PITCH TO MATCH EXISTG 12 r 14 (N) P-O" EAVE TO MATCHEXISTG NEW FASCIA TO MATCH EXIST'G NEW STUCCO TO MATCH EXISTG MIN I I A'�Ilil 12 4 �I -NEW COMP. SHINGLE ROOF (CLASS A MIN.) OVER 2 LAYERS 15# FELT TO MATCH EXIST'G 12 4 NEW STUCCO TO MATCH EXISTG (N) V-0' EAVE TO MATCH EXISTG NEW FASCIA TO MATCH EXIST'G WEST ELEVATION SCALE SL1�-oIt NOT USED N.TEXTERIOR ELEVATIONS1/4 v.. 2x6 ROOF RAFTER @ 16" O.C., PER STRUCT. DWGS. 2x4 STUDS @ 16" O.C. R 13 BATT INSULATION NEW 7/8" STUCCO TO MATCH EXISTG 1/2" GYB. BRD. 2x8 CLG. J. @ 16 O.C, PER STRUCT. DWGS. W/ R30 INSULATION NEW COMP. SHINGLEROOF- (CLASS A MIN.) OVER 2 ]LAYERS 15# FELT TO MATCH EXISTING. O 2x4 STUDS @ 16 O.C. R13 BATT INSULATION NEW STUCCO ;v TO MATCH EXISTG bo +1 I REVISION I NO. IDATE �011141 P -5, "k, V!'M R. Cq oC > z < A, zw. 00 M "g Q4) m W _4 U 0-4 U) z c'? *_o m 0 0 U way 0 "o C) 04 U) 0 < 0 o u 0 Z u u Z 0 \,c r 0 I_� P-i W W T to 0 DRAWN BY: J&R Int'l, Inc. CHECKED BY- J&R Int'll, Inc. DESIGNED BY- J&R Int'l, Inc. DATE 01/10/05 SCALE AS NOTED JOB NO 04-151 FILE NAME: A-3 fives DRAWING 0, 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 ANYPROJECT OTHER THAN THE ONEIDENTIFIEDHEREIN WITHOUT THE WRITTENAUTHORIZATIONOF J&RINTERNATIONAL,INC. THISDOCUMENT SHALLNOTBEREPRODUCEDORMODIMDINANYWAY WITHOUTTHEEXPRESSEDWRITTEN CONSENT OF J&RMERNATIONAL,INC. PLOT DATE 02/lt4l�?' S�l 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 DRAWidenOY A Vi r� (E� & (NLoundationPI_a_n 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) 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 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: oil 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 Doulgas Fir sheathing conforming to PS 1-83 United States Department of Commerce and shall be grade stomped "D.F.P.A." Exterior Clue. 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. 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 11 DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAS 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 NTH FRAMING PLANS, 6. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (UBC SECT. 1806.6A) 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. Mi M lk I --ace-] 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. 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. o Nrr"TT" A.N 11 r_.: 1. GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY ALL THE EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS BEFORE START OF WORK, ANY DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION OF J&R INTERNATIONAL, INC, IMMEDIATELY. GENERAL LEGEND NEW FOUNDATION EXISTING FOUNDATION — — 4 (N) 18"x18" THK PAD FOOTING SEE: W/4x4 POST % 5/8 0 RED HEAD @ 24" O.C. (8" EMBED. 2" MIN, EDGE DISTANCE I REVISION I NO. I DATE f. �Nffi, M, 00 Z R ;4 > Z 00 Cn U rT1 it to F-4 C) F- 0 U 0 0 Lli 0 0 Z U 0 Q Z 0 14 F Z 3: 0 DRAWN BY: J&R Intl, Inc. CHECKED BY: J&R Intl, Inc. DESIGNED BY: J&R Intl, Inc.' DATE 01/10/05 SCALE AS NOTED JOB NO 04-151 FILE NAME. S1 DRAWING st OF SHEETS I 00, * THIS DOCUMENT- AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN TNSTRIJVfFNT OF PROFFISSTONAL SFRV1CF TS THE PROPERTY OF T&R fNTFRNATTONAT. rNC ANT) IS NOT TO RF TTSFT) TN VT- OLF OR PART FOR ANY PROIRCT OTHER THAN T14R 0NFTDFNT1RF.T)14FRFM VATROTUTHF WR1T1VW A11­1140RIZAT10NOF T&_R TNTV.RMAT10NA1. TNC TffT1.qT)0CTTMTN.T S14ATJ.N0TRF_RFPROD1TCFD OR MOT)IFTED TN ANY WAY WITHOITT THEE3WRESSED WRITTENCONSFNT 0FJ&RINTERNATIONAL_ INC. * GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BFIWEEN PLANS AND FIELD CONDITIONS MUST BE BROUG11T TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. MOT DATE: 02/11/Qlk- DO NOT SCALE THE DRAWIN6 r Lail I I kv ■ a ► `. { 2001 CRC , SEISMIC ZONE 4 ) FRAMING MEMBERS f\ DOUGLAS FIR -LARCH A # \ VERTICAL: AT 16" O.0 A3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 6" O.0 AT EDGES AND 12" O.0 AT FIELD (TABLE 23-11-1-1 UBC) ___280 PLF `' 3/8" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 4" O.0 AT EDGES AND 12 O.0 AT FIELD (TABLE 23-11-1-1 UBC) ....__350 PLF 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 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 15 1 1/2"(OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12" O.0 AT FIELD (TABLE 23-II-1-1 UBC) ....._170 PLF f "' l 1/2-(OR 15/32) STRUCT. I WOOD PANEL NTH 10d COMMON NAILS AT 2" O.0 AT 870 PLF EDGES AND 12 QC AT FIELD (TABLE 23-11-1-1 UBC) 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 1S 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 A TO / n USE THE FOLLOWING: 1) USE 3x MUDSILL 2) USE 3x MEMBER 0 PANEL JOINTS & HORIZONTAL BLOCKING 3) NAILINGS SHALL BE STAGGERED E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS 0 SHEAR WALLS ONLY. F. 2" x 2" x 3/16" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT. (UBC SECT. 1806.6.1) HORIZON IAL: 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 P11 24/0, WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. NEW ROOF SHEATHING: 1 /2" COX PLYWOOD, P.I. 32/16 NAIL w/ 8d AT 4" o.c. BOUNDARY 6" o.c. EDGES 12" o.c. FIELD SEE S01 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, P1I 32/16, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 10 O.0 FIELD. ST SPACING EQUL TO SRCURAL r Framing Plan JP0140/20, w/lOd'sAAT 6"OO.0 AT EDGES AND BOUNDAREOS,110"TO.CTFIELD.PANEL T&G SHTG, JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 1 1 f8" WOOD STRUCTURAL PANEL T&G SHTG, SCALE: 1 f 4-"=1 '-0„ PIl 48/24, w/TOd's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD. 1, 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 III. 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) 2X4 AT 16" O.0 t`B� 2X6 AT 16" O.0 2X6 AT 24" O.0 2DC 2X8 AT 12" O.0 2X8 AT 16" O.0 EE 2-2X8 AT 16" O.0 0 2X8 AT 24" O.0 4 1 2XIO AT 12" O.0 H 2X10 AT 16" O.0 2XIO AT 24" O.0 (2)2XIO AT 16" O.0 `_1 2X12 AT 12" O.0 2X12 AT 16" O.0 2X12 AT 24" O.0 P 1 3/4 x 11 7/8" ML. 12" O.0 ACALIFORNIA FRAMING 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. I�l INDICATES INTERIOR BEARING WALL NOTE: 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 Q 4" O.C. SPN3: 16d SOLE PLATE NAILING @ 3" O.C. SPN2: 20d SOLE PLATE NAILING 0 2" O.C. (PER DIRLLED HOLED) SPN1: 1 /4"X5" LAGSCREW Q 4" O.C. (PER DIRLLED HOLED) NOTE: USE 2-2xi0 @ 12" O.C. UNDER "HVAC" DBL. JOIST 0 2ND FLOOR FRAMING WHERE WE HAVE WALL I REMSION f N W..w. ha .i z u�� s" §o` vf/ cr 5 Q~+ U el U r� d M Cn w to 4 d ct1 O 0 u Q �t3 a CA w � w O vIi DRAWN BY: J&R lnt'l, Inc. CHECKED BY: J&R Intl, Inc. DESIGNED BY:J&R Intl, Inc. ' DATE 01/10/05 SCALE AS NOTED 1 JOB NO 04-151 FILE NAME: S2 5 DRAWING S2 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 IDEN1TFiED HEREIN WITHOUT THE WRI`Z 31 N AUTHORIZATION OF J&R INTTRNATIONAL, INC. THIS DOCUMENT SI TALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF 3&R INTERNATIONAL, INC. PLOT 0AIE: 02/11/05 * 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 U.N.O. 5M PER PLAN (2)5IMPSON T522 EA. SIDE KING POST (2)BIMPSON T522 EA. SIDE BM PER PLAN KING POST SCALE CONNECTION N.T.S. SIMP. A34 4x4 POST PER PLAN EA. SIDE T SIMP. A34 OP PLATE EA. SIDE 44 POST SIMP. CB a' y d. TTFTT ITT a 0 4 d �. 2#4 EA. WAY � as ad ?_0 W is a EDGE NAILING - @ TOP PLATE PER PLAN (E) 2x ROOF RAFTER ROOF SHEATHING WALL OR BEAM PER PLAN 2xSTUD w/16d NAILS @ 4" O.C. 16 CONNECI'IICON SCALE DETAIL N.T.S. PLAN VIEW (2)2x TOP PLATE —, 5IMP50N A35 Ihd's PROGRESSIVE NAILING Is a O.C. SIMPSON A35 HEADER (SE PLAN) (3)Irod's TOE NAIL ESA. SIDE OF HEADS TRIMMER PER PLAN I 2x SILL 12 FULL HEIGHT STUD SCALE CONNECTION N.T.S. EQ. FLUSH RIDGE BM OR BOARD -i I L LUS, TYP. EQ. 9 I RAFTER TO scai,E FLUSH RIDGE I N.T.S. (N) 2xR.R. ROOF SHT'G. (N) SIMP. METAL A35 FROM R.R. SIMPSON A35 SKEWED SIMPSON 'SU' JOIST FLASHING: TO PLATE AT 16" O.0 . HANGER or FRAMING ANCHOR 29, GA. MIN. E.N.10-5 WHERE RAFTER SPAN 2X RE W CONT. + +_ EXCEEDS 9'—O" OTHERWISE USE (3) 16d TOE NAILS I A I A} 'u W/2 16 PLATES W/2-i�d a EA. BLOCK (N) 2x BLK. PLACE DIAGONAL ALONG TO DBL 2x6 PLATES FOR NAILING AND NAIL WI 2-Irvd AS SHOWN PER. PLAN NEW EXISTING 2-04 DOWELS SIMPSON ST22 @ 48" O.C.. * U.N.O. 2x RAFTERS (SEE PLAN) d d IVa ,q C= 4 Q' d d 4 d 24" MIN. S„ 9/16' dia. HOLE: AND INSTALL WI SIMPSON SET EPDXY ADHESIVE PER I .C.E30. NO. 52 f 9 NOTE SPRAY BONDING AGENT (INTRALOG OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE: PRIOR TO POURING NEW CONCRETE. NEW CONIC. FIG. SCALE TO EXIST'G FTG. N.T.S. 1 #3 TIES a IS' O,C. EA. WAY. (ALT. USE W.W.M.) 2x RR PER PLAN (E)SLA B FOOTING 6" 1, 18" 2X C.J PER PLAN Q W/4-16d NAILS @ EACH SIDE (TYP) WHERE OCCURES =111- l ii=III--� 5-16d 'BlIG;' dia. HOLE Iiil a ii 1,' } F (N)SLAB 2-2x4 TOP PLATE #4 DOWELS S 24" oJc HEIR OR BM, WHERE OCCURS NSTALL Wt SIMPSON SET PLYWOOD ABOVE HDR EPDXY ADHESIVE PER L�i - SCALE SCALE TYPICAL RAFTER TO SCALE CALIFORNIA SCALE SCALE NOT USED N.T.S. 21 SHEAR TRANSFER N.T.S. l� HIP -VALLEY CONNECTION N.T.S. 13 FRAMING N.T.S.10 EAVE DETAIL N.T.S. 6 (N) 4x FLUSH BEAM (PER PLAN) (N) 5IMP. A34 (N) -a EA. SIDE OF BEAM RID, (N) 4x BEAM OR WALL (PER PLAN) (N) HIP MEMBERS CK w c.� Q F-- (A 191, MIN RI0('.VFn FIELD NAILING (TYP.) TYP. EDGE NAILING (E.N.) BOUNDARY NAIL AROUND ALL OPENINGS TYP. 2 X 4 FLAT EDGE BLOCKING WHEN SPECIFIED ON PLAN NOT USED SCALE CONNECTION DETAIL SCALE 1PURLIN BRACESCALE @ TOP PLATE 1 4 FRAMING MEMBERS PER PLANS NOTE: N.T.S. N.T.S. N.T.S. U.N.O. EQ. EQ. PORTION TO BM. TO BE 1. PLACE FACE GRAIN OF PLYWOOD NOTCHED TO MATCH PERPENDICULAR TO FRAMING UNLESS RAFTER SLOPE SIMPSON ST6224 NOTED OTHERWISE. DIMENSION NAIL EDGE DISTANCE SHALL BE MIN, 3/8" PER PLAN 2. FROM EDGE OF PLWYOOD AND 2 X FRAMING MEMBER, (3/4" AT 3 X OR 4 X FRAMING — MEMBER.) MAX. NOTCH 2-2x TOP PLATES (PER PLAN) PROVIDE BOUNDARY NAILING (B.N.) AT 3. DIAPHRAGM BOUNDARIES, CHORDS, DRAG TIES, OVER SHEAR WALLS AND WHERE SPECIFIED. RIDGE WHERE JOIST LAP/SPLICE OCCURS AND PLYWOOD E.N. 4. BEAM 2x K.S. @ JOINT IS OFFSET, ADD EA./S W/ 2 X 4 OR 3 X 4 NAILER AS ttt SHOWN: LAN BEAM PER P ( ) 16d's @ — — 16d @ 12" O.C. 12" O.C. POST 2x RAFTER w/SLOPE PER PLAN (PER PLAN) 4x BLK'G. BM (PER PLAN) z - 2 x PLATE LC.BO. NO. 5219 NOTE : SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. CONNECTION SCALE 2 DETAIL N.T.S. 2' x 2' x 31I6' WASHERS COLD JOINT AT 2 POUR SLAB ON GRADE j�`� D.F.P.T. PLATE WI (SEE PLAN) / 5I8' DIAX 12' AB'S SIMP, A35 AS SHOWN (6 PLACES) NATURAL GRADE OR APPROVED COMPACTED FILL w L # a 46" O/C MIN. CLEAR `MIN. �l __ - C� #4 6 ICI ` O.C. 24' � HDR (PER PLAN) 24' (2) #4 TtB MIN., TYPICAL ALL CON 1. FOOTINGS, 12" U.N.O. CONNECTION SCALE TYPICAL EXTERIOR SCALE DETAIL N.T.S. FOOTING N.T.S. � SEE DETAIL 1 FOR k 12, 24' REPETITIVE INFORMATION rsnl r.^= =1 AT=A I MIN I MIN I HOLDOWN c(ZTR caio c: T ki— NOT USED SCALE 23 BEAM NOTCH @ SCALE 19 SHEAR TRANSFER SCALE 15 PLYWOOD LAYOUT SCALE 11 SPECIAL SHEAR AT SCALE N.T.S. WALL DETAIL N.T.S. N.T.S. DIAGRAM N.T.S. WINDOW OPENING N.T.S. K BLOCKING COLD JOINT AT 2 POUR SLAB ON GRADE 0 SEE PLAN 0 HD 6A SSTB 28 SSTB 34 SHEAR WALL E.N.�:Kl HD x x DO NOT INSTALLI HTT or MTT HOLDOWNS RAISED OFF THE MUDSILL ,EE FRAMING NOTE: 'LAN. TYP. �\ 4 SIMP. /f\/ MUSTHOLD TIEDHNRS #4 C� 16" O.C. PLACE PRIOR TO flf SSTB FOUNDATION NATURAL GRADE \ BOLT INSPECTION. OR APPROVED DEEPEN FOOTING COMPACTED FILL ° AS REQUIRED TO OBTAIN ANCHOR �j EMBEDMENT & CONCRETE COVER. . LIND SIMPSON HOLDOWN SCALE W/SSTB NT.S. 0 REVISION NO. DATE 0 REVISION NO. DATE Y A # , E M N 00 . 00 Z r z � W � 00 p Cn M a d t- U) 0 M ON o r 0� C) z 0 w d m O 0 U Q dQ. � � W U 0 J h W W tit? Q DRAWN BY: J&R Int'l, Inc. CHECKED BY: J&R Int'I, Inc. DESIGNED BY:J&R Int'I, Inc. DATE 01 /10/05 SCALE AS NOTED JOB NO pj 04-151 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 DOCUM NT SHALL NOT BE REPRODUCED OR MODIFIED IN &jkP T TIONAL, INC. PLOT DATE: 02/11/05 * 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. s a„*%, a I owlerN Wme DO NOT SCALE THE DRAWING Mandatory Measures Checklist: Residential (Page 1 of 2) MF-1 R Certificate of Compliance: Residential 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 I A I , 150(a): Minimum R-19 ceiling insulation. 0 150(b): Loose fill insulation manufacturer's labeled R-Value. F-V-1 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-value in metal frame walls (does IAI not apply to exterior mass walls). LLI-i 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 perm/inch. F_V_1 118: Insulation specified or installed meets insulation quality standards. Indicate type and form, IAl FV1 116-17: Fenestration Products, Exterior Doors and lnfiltrabon/Exfiltration Controls L&J 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, cerfified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped,- ail joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in CAimate Zones 14 and 16 only. ❑ 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. r_V_1 LLIJ 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 FIV1 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. 1FV I 150(i): Setback thermostat on all applicable heating and/or cooling systems. A I ❑ 1500): 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-12 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: 041203 Page:5 of 14 Mandatary 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) V F I 150(tri): Ducts and Fans A 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 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 fan 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. r-1-71 114: 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. ❑ 11 5; 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 Fx1 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy40 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. IA❑R_/� 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: 041203 Page:6 of 14 Project Title 1614 W 2nd Street Santa Ana Project Address AR INTERNATIONAL, INC. (714) 774-3528 Documentation Author Telephone Computer Performance 8 Compliance Method {Package or Computer) Climate Zone GENERAL INFORMATION Total Conditioned Floor Area: 1,406 Total Conditioned Slab Area: -1,406ft 2 Building Type: (check one or more) Part 1 of 2) CF-1 R1 Date Enforcement Aaencv Use Average Ceiling Height: 8.0 ft Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ rV__1 Multi -Family Les-i Existing Plus Addition Front Orientation: (North) 0 deg Floor Construction Type: FX] Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 r] Raised Floor FFNF'STRATION Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U-F=gr 2HGC Shading Yes / No Yes No Front (North) 36.0 1.28 0.83 Bug Screen n FRI r] FRI Left Last) 12.0 1.28 0.83 i Screen Bug 1:1 nx I❑I X n Left East 54.0 0.60 O.65 Bug Screen 0 0 F1 0 Rear _(South) 12.0 1.28 0.83 Bug Screen 1:1 nx 0 nx Right (West) 24.0 1.28 O.83 Bua Screen n FRI n FRI Right 64D 0.60 0.65 Bug Screen 1-1 0 Fl nx El El El n El El F1 El 0 0 El 0 1:1 El F1 F] n 0 El El Run Initiation Time: 12/01/ 04 12:14:Q7 Run Code: 1101932047 'EnergyPro 3.1 By EnergySoft User Number: 2299 Job Number: 041203 Page:3 of 14 Certificate of Compliance: Residential (Part 2 of 2) CF-1 RI COLOCHO RESIDENCE ADDITION 1211 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 Ean TVI)p Wall Ei irnace 6Q%© AFUE Ductless I with Fan- __jVa_ No Setback Existing System, Central D imace 64% AFLIE Di ictless/ with Ea a_ n/a No Spthack New �yGtem 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 D SEER Ductless n,ja No Setback Fyistina SUste blo Cooling in 0 qFFP Ductless n1a No Setback New -System - WATER HEATING SYSTEMS Rated 1 Tank Energy Fact.1 1 Exteri Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Ir System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (0/o) R-Val 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 seating and TxVs requires installer testing and certificat and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Jose L Justiniano Title/Firm: MARTIN COLOCHO Title/Firm: AR INTERNATIONAL, INC. Address: 1614 W 2nd Street Address: 2115 W. Crescent Avenue, Suite 252 Santa Ana, CA 92703 Anaheim, CA 92801 Telephone: .(714) 547-4066 Telephone: (714) 774-3528 Lic. #: (signature) (date) (signature) (date) Enforcement Agency Name: Efrain Olivas Title/Firm: ADVANCED TITLE 24 Address: 1235 N Harbor Blvd, Suite 235, Fullerton Telephone: (714) 525-9824 I REVISION I 13 R7,13"', (t12 ER, z cc z 0 Cc 0 u z 0 CIA C) 0 U rl 0 0 "t 0 1:4 z U) (A W W Cl ra 0 0 0 V) 0 P4 U E-4 -'!t Z Cn t- o U 0 tit F- W z rs 0 DRAWN BY: J&R Int'l, Inc. CHECKED BY: * J&R Intl, Inc. DESIGNED BY: J&R Intl, Inc. DATE 01/10/05 SCALE NONE JOB NO 04-151 FILE NAME: EN-1 DRAWING OF SHEETS THIS DOCIJMENT, 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 TJSFD 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, NC, PLOT DATE: 02/11/05 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