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HomeMy WebLinkAbout10148386.pdf-------------------- -------------------- 1 i } i , t f ! 4 ! 1 S f ! i t f ! i 1fi III I ! 1 i , I S i 1si ili !It 4 1 i f t i f 1,1 rrl Itl t s 1 f 1 Its f,t f t t 1 I ! 111 fff fff i i t S 1 i S 1 4 f 4{ � 1 , } 1 ------------------------------ 1 LL-- `— P , —J 4 1 i , 1 I 1 i 1 f y , f 1 f , f i 1 f 16-e _ — t i 1 i f I I {{ { 1I S1t !1 S S, ray/ IS 1n iil � Si ill � It tff � Sit f it { !i I-17C;rz= __ _W_ Tr--If--------------------ri 4-r L.1.4.-----------------'N µ— t t 1 S 1 L-----------------1 GENERAL LEGEND EXIST'G 2x4 WOOL? STUDS WALL TO REMAIN _ _ — — — — - DENOTE MATERIAL TO BE REMOVED SCALE: 1 /4"—l'=O„ VA \,All) -0, 14" ACCEPTED FOR CONSTRUCMi CEPARATE PERMITS ME REQUIRED: sm*1 an some without written permission of sento Ana. talons of ANY City Otdinance or State Law. A046d By MW OF SANTA ANA Date Issued 4 ?Mw 0) ,a, 59, Ai -� ON 7 � Q wriJ&n�.t j/,v5 ) •x'�.w rialls xfo mwlch existing ..-� J-1c 10" C3 i77v^ j ®N &(- I b ('3) e,-, > U ) b",4 4 CONVERTED (E) KITCHEN I TO A DINING _ ROOM (E) 7,4, SETBACK (N) STORAGE ---------------1 { { (E) LIVING i ! ROOM rrrrrrrrruirrrii BLOCK PERIMETER WALL. SCALE: 1 f 8"=1'-0" PERMfTTYPF-Ie:ELECTPLW EC�H GRADING PERM CODE EDMON FLOOD ZONE s NO RESIDENnAL DEV. FEE YES (0 { J r , do NEW 5 TON UNIT OF A/C CONDENSORS (N) 8'-8" SETBACK (E)12'-0" (E) MASTER SETBACK BEDROOM (E) BEDROOM III H "-f nor�t� T SHEET INDEX A-1 TITLE SHEET, SITE PLAN, DEMOLITION PLAN& MISC. DATA A- 2 1st & 2nd FLOOR PLAN A- 3 1st & 2nd FLOOR ROOF PLAN A-4 EXTERIOR ELEVATIONS A-5 CONSTRUCTION DETAILS SI EXIST'G & NEW FOUNDATION PLAN S2 2nd FLOOR & ROOF FRAMING PLAN FD1 FOUNDATION DETAILS SDI STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS EN-1 TITLE 24 ENERGY FORMS r r g clod 3■ DESIGNER: ASSOCIATE ARCHITECT: T24 REPORT PREPARED BY: J&R INTERNATIONAL, INC. AP+E ADVANCED TITLE 24 2225 W. BROADWAYAVE, E-301 3920 E. CORONADO ST., # 205 W50 N. HARBOR BLVD., ANAHEIK CA. 92804 ANAHEIK CA. 92807 SUITE 235 JOSE L. JUSTINIANO SEAN NOURANI FULLERTON, CA 92835 (714) 4961737 jose10 Wm@s *" 714.470.7768 714.525.9824 seauwomAni@adcom t24@pacbeLwt JOB ADDRESS: 1710 S. DOREEN WAY, SANTA ANA, CA 92704 SITE INFORMATION: CONSTRUCTION TYPE ZONING NUMBER OF STORY SITE AREA (I-) HOUSE AREA (INCLUDE GARAGE) (E) HOUSE AREA (EXCLUDE GARAGE) (N) FIRST FLOOR ADDITION (N) SECOND FLOOR ADDITION TOTALAREA TOTAL FOOT PRINT V-N NON SPRINKLERED R-1 :TWO 5,990 sq. ft. :1,886 sq. ft. :1,450 sq. ft. : 90 sq. ft. 800 sq. ft. : 2,776 sq. ft. :1,976 sq. ft. (33 % OF SITE AREA) SCOPE OF WORK FIRST FLOOR: REMODELING AND LIVING ROOM ADDITION SENCOND FLOOR: THREE BEDROOMS AND ONE BATHROOM ADDITION OWNER MR. & MRS. JOSE ALVARADO 1710 S. DOREEN WAY, SANTA ANA, CA 92704 15��_ _1T PARCEL No. 408-295-21 LOT No. 64 OF TRACT MAP No. 9046 CITY OF SAN'TA ANA COUNTY OF ORANGE GENERAL NOTES: 1. GENERAL CONTACC: TOR 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 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 518" STANDARD DRYWALL.TYP. 8. PLAN CHECK/PERMIT APPLICATION FOR WHICH NO PERMITS IS ISSUED WITHIN 180 DAYS FOLLOWING T14E 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 LBSISF 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 EX'ITRIOR 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 COAT. PROVIDE 60-MINUTE BUILDING PAPER MINIMUM FOR EXTERIOR STUCCO. 15. PROVIDE TWO LAYERS OF GRADE "ITPAPER 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 SMALL EMPLOY THE SERVICES OF REGISTERED DEPUTY INSPECTOR, WHO MUST REPORT TO THE CITY BUILDING OFFICIAL PRIOR TO REPORTING TOO THE JOB SITE. 18. THREE CONCRETE CYLINDER TEST SAMPLES SLINI.,L BE TAKEN AND TESTED FOR EACH ( ENGINEER OF RECORD TO FILL-IN SPACE) 19. MINIMUM GRADE PLYWOOD AT OVERHANGS TO BE CCX OR 1X T & G SHEATHING. 20. PROVIDE A MINIMUM CLASS A ROOFING MATERIAL WITH AN ICBO OR UL LISTING. ROOFING MATERIALS SHALL, BE INSTALLED TO MEET HIGH WIND EXPOSURE "C` CONSTRUCTION REQUIREMENTS. ALL ROOFING 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 PARCELS SETBACK AND EASEMENTS. THE PARCELS SETBACKS AND EASEMENTS ARE CORRECTLY SHOW ON TIIIS SITE PLAN. 22. PLYWOOD SHEAR WALL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. REVISION NO. DATE 4 �v vI ry �, 4 �t a ,b, w '~ Q f z WW a 0. c rqv, ai C+'I z 00 �. 0 � 7 P� a, Z F+I p 0 © W�0C 0 F-'4 H 4. .. U) w COD Q O fA WIT o. Cv W W WU« H f= w w m 0 DRAWN BY: J&R Intl, Inc. CHECKED BY: J&R Int'l., Inc. DESIGNED BY:J&R Intl., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME: A-1 DRAWING OF SHEETS 0 PLOT DATE: 03/04/05 DO NOT SCALE THE DRAWING Em (N) 5'-40"x4'-0" -u"x4'_oll _YLNYI�_S�p ------------- V_ij��_ q�DtR WINDOW - - -------------- W/DUAL 1/4" LASS CLEAR W/DUAL 1/4" P. GLASS W/DUAL 1/4" 01-ASS CLEAR F ----------- rr_ t ---------------- TZV- XVYTMnW M A qTPP R V- W1 NM (AW X4 ARTRR nX7- 11ITNT"t-1111AX A Qr'013 YI: .AIR C R VI KE 2 - VENT & INbTA Ln OM UP 1HRU ROM 24" MIN. z (N) BEDROOM I FIN) BEDROOM 2 IN) C) 61 - CENTRAL I I I I I I ISo" tr) ku 4--- i -S ZI ------------- _4K ­1 - - - - - - - - - - - - - - - - - - - - -- RETURN - - - 2 PLENUM (N) 2'4'x6l-8` PLYWOOD DN DOOR (N) MECH. PLATFORM (N) �6 (ISI) LIN� - - - 1 (N) VENTS. 1 C' T-6"x6l-811 A-5) CLOSEFI12'-6tfx6'-8f' TYP. 4- ;_4 -DOOR- , DOOR SL D 12'-5" 6l-1"- 4'41 31-511 F-6tj 121-711 ------------ F41 ------------ JL ------- -------- I F41 (N) LINEN T CLOSET L -- ------------------------------------- N) f-8lf 2'-6(tfx6 DOOR v A IN) BEDROOM 3 -4 ■ A-4 21'41" Im SCALE: 1/ e4 tt =1 ) =0 1`p r------ ---- T ------------ 1 11-01, 11-01i OVERHANG OVERHANG TYP A-5) TYP �A-5) 2 TYP .5:12 4.5 SLOPE j SLOPE ---------- L ----------- -------- 2 A 5 --RIDGE L 0 ROOF PLAN. SCALE: 1/4"=1'=0" LEGEND 12" RADIUS SEMI -CIRCLE ATTIC VENTS 1.6 Sq. Ft. FIRST FLOOR: 635 sq. ft./150=4 sq. ft. ATTIC VENTILATION AREA REQUIRED 6 sq. ft. ATTIC VENTILATION AREAPROVIDFD ATTIC VENTS SHALL NOT EXCEED 144 SQUARE INCHES AND SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH MESH OPENING OF 1/4 INC'ff. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. COMPLIANCE BY CBC'98 SECTION 15053 (VENTILATION) SECOND FLOOR: 800 sq. ft./150=5 sq, ft. ATTIC VENTILATION AREA REQUIRED 8.7 sq. ft. ATTIC VENTILATION AREA PROVIDED ATTIC VENTS SHALL NOT EXCEED 144 SQUARE INCHES AND SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH MESH OPENING OF 1/4 INCH. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. COMPLIANCE BY CBC'98 SECTION 15053 (VENTILATION) (N) 6'4x3'41 VINYL SLIDER WINDOW 5'-I0y2" W/DUAL 1/4" GLASS CLEAR - ------ BY: WINDOW MASTER --------------------- IL GFI 1 f �, � ! 481 NOOK (N) (N) KITCHEN GFI JI/ @0 GFI GFI 2 i 3 A-4 (N)SECOND 2 (E) 3' FLOOR ADD NAT. SLIDER TITO ABOVE WINDOW L---------------- -- ---------- ----- Cy - 121-01' C C? �TCHEN� ------- �124`1 MIN o"" 5! TOADINING ROOM �A-5) _j LOD UP (N 2l-4"x61-8f' CLOSET DOOR 24" MIN (N) SECOND z FLOOR ADDITION -- ABOVE CD ---------------------- ----------- rn 2l-0fl ILI 7-1 C1 G F it -lilt L MIN (E) LIVING ROOM Cl? 'k ;�? IN) 3'-O"x6'-8" OAK WOOD kr) DOOR W/ SIDELIGHTS W/ DUAL TEMPERED GLASS CLEAR. rn z 2 (N) 6'- lxT-0" i VINYL 0h WINDOW I? W/DUAL 1/4" qAASS CLEAR BY: WINDW MASTER (N) PO CH Lit— —--- f 2-Oft 7110" 21-il O- 71-5" A-4 (E) MASTER BEDROOM D SD IN) MECIL VENTS. rill TYP. L] 0 " rl 7 _5 (E) BEDROOM 0 18 A-5 ---------- (N) WATER HEATER LOCATION (N) SECOND FLOOR ADDITION ABOVE (2)96- GARAGE DOOR OPENER (E) GARAGE (E) 150 AMP. ELEC. METER. AND PANEL FIELD VERIFY BY CONTRACTOR 2 �A-4 5 f-21f 9'-OY2" 3'-10y2" il" SCALE: 1/4"=1'=0" EXIST'G 2A WOOD STUDS WALL TO REMAIN it II II If it it it if NEW 2A WOOD STUDS WALLS NEW 2x6 WOOD STUDS WALLS (E) EXISTING (N) NEW ELECTRICAL LEGEND NOTE: ALL LIGHI'SWITCHES, TO BE DIMMER (EXCEPTION. FLUORESCENT LIGHT SWITCHES) 110 V DUPLEX OUTLET + 12" U.N.O. SINGLE POLE TOGGLE SWITCH 3 + 40" U.N.O. 3:3 WAY SWITCH GFI: GROUND FAULT INTERRUPTER AT: WEATHERPROOF SURFACE MOUNTED CEILING LIGHT FIXTURE =4n= 1/2 HOT SURFACE MOUNTED WALL + 110 V FOURPLEX OUTLET LIGHT FIXTURE 110 V DUPLEX OUTLET IN FLOOR RECESSED IJG14T FIXTURE TELEVISIONJACK 4 EXHAUST FAN COMPUTER TERMINAL SD HARD WIRED WITH BATTERY BACK UP SMOKE DETECTOR TELEPHONE JACK FLUORESCENT TUBE, SIZE NOTED ELECTRICAL NOTES KEY NOTES 1. PROVIDE ONE WALL SWITCH -CONTROLLED 011 30"00" ATTIC ACCESS. LIGHTING OUTLET AT THE EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS, ETC. (210-70-a WALL COVERING SHALL BE CEMENT NEC) EX. AT GARAGE MAIN DOOR. PLASTER, TILE OR APPROVED EQUAL TO 70 2. PROVIDE GROUND -FAULT' INCHES ABOVE DRAIN AT' SHOWERS OR CIRCUIT INTERRUPTER PROTECTION (GFCI) TUB WITH SHOWERS. MATERIAL OTHER FOR ALL 125 VOLT, SINGLE-PHASE 15-AND THAN STRUCTURAL ELEMENTS SHAL BE 20-AMPERE RECEPTACLES INSTALLED IN MOISTURE RESISTANT. GLASS ENCLOSURE BATHROOMS, GARAGES (EXCEPT DEDICATED DOORS AND PANELS MUST BE. LABELED OUTIES) AND OUTDOORS WITIIIN U-6'OF CATEGORY 11. SWING DOOR OUTWARD. GRADE. (210-8(a) NEC) NET AREA OF SHOWER RECEPTOR SHAIe' BE NOT LESS THAN 1.024 SQ. IN. OF FLOOR— 3. PROVIDE WATER PROTECTION FOR ALL AREA. AND ENCOMPASS 30 INCH DIAMETER RECEPTACLES INSTALLED OUTDOORS. (410-57 CIRCLE. (807.13, 2406, 2407, AND PC412.0) NEC) 4. ALL LIGHT FIXTURES IN BATHROOM & F3] LOW FLUSH. 1.6 GALLON TOILET FIXTURE. KITCHEN AREAS SHALL BE, FLUORESCENT LIGHT FIXTURES TO BE SELECTED BY TEE OWNER. [-4] SHELF AND POLE. 5. ELECTRICAL LIGHT SWITCHES FOR BEDROOMS 'To RECESSED MEDICINE CABINET. BE ON ARCH CIRCUIT 6. PROVIDE A.F.C.I. PROTECTION FOR BEDROOM CIRCUITS. n6 CONCRETE LANDING W/ 1/4" PER FOOL SLOPE MAX. (SEC. 1004.9 UBC) 7. PROVIDE BATHROOM A MINIMUM OF (1) 20-AMP CIRCUIT LANDING TO BE MINIMUM 36'DEEP x RECEPTACLE OUTLET. SUCH CIRCUIT SEIALL HAVE NO WIDTH OF DOOR. A DOOR MAY SWING OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN OVER LANDING THAT IS NOT MORE THAN ONE BATHROOM (CEC210-52 (d)). I" BELOW THRESHOLD. (CBC 1003.3.1.6) 8. INSTALL MINIMUM 20 ft. UFER GROUND MINIMUM I I COPPER F71 SHOWERHEADS NOT TO EXCEED 2.5 TO NEAREST COLD WATER PIPE GROUND PER CEC 250. GALLON PER MINUTE. [-8] SINK FAUCETS NOT TO EXCEED 2.2 GALLON VENEER / FIREPLACE PER MINUTE. FOR FIREPLACE / CHIMNEY SPECIFY THE FOLLOWING: [-9] PRE-FAB FIREPLACE. A. CHIMNEY SHALL EXTEND 2 FEET ABOVE SUPERIOR FIREPLACE EST.48 ICBO#2301 ROOFIWALL WITHIN 10 FEET. (T 31-B) INSTALLED PER MFG. SPECS. STONE /NON COMB. 4" THICK MIN. HEARTH. B. ANCHOR CHIMNEY TO FLOOR AND ROOF/ CEILING JOISTS. REINFORCE MASONRY CHIMNEYPER. SECTION 111 PROVIDE I LAYER OF 5/8" TYPE "X" GYP. 3102.4.3. BRD. UNDER STAIRWAY. (NEW CLOSET) C. SPARK ARRESTOR REQUIRED. (3102.3.8) FOR FACTORY BUILT METAL FIREPLACE SPECIFY: (3102.5) A. MANUFACTURER, MODEL AND ICBO/UL NUMBER. B. FACTORY BUILT METAL FIREPLACE INSTALLATION AND USE SHALL BE IN ACCORDANCE WITH ITS LISTING. THE FOLLOWING ARE REQUIRED FOR FURNACE OR COMFORT COOLING EQUIPMENT IN AN ATTICC: A. SCUTTLE 22"00" OR THE SIZE OF THE LARGEST PIECE OF EQUIPMENT AND LOCATED NOT OVER 20 FEET FROM EQUIPMENT IS REQUIRED. (MC 307), B. UNOBSTRUCTED PASSAGEWAY 24 INCHES WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND ITS CONTROLS. (MC 307.3) C. UNOBSTRUCTED WORK SPACE OF 30" MIN. DEPTH IN FRONT OF THE EQUIPMENT. (MC 307) D. LIGHT OVER EQUIPMENT WITH SWITCH AT SCUTTLE. (MC 306) E. VENT THROUGH ROOF A MIN. OF 5 FEET ABOVE THE HIGHEST VENT COLLAR WHICH IT SERVES. (MC 8062) F. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCE. FORCED AIR UNIT (FAU) IN NOT ALLOWED IN ATTICS OF TRUSSED ROOFS UNLESS REQUIRED CLEARANCES ARE PROVIDED. NO LINE CONTACT IS PERMITTED. IF Ahk wmmM I REVISION I NO. I DATE etc E z 15 z U 0 DATF_ OF IC Z C:) 0 U 10, a, C) w 0 0.4 aN 0 0 V) 00 I._4 �4 C C o F- w w w i I Un) 0 DRAWN BY: J&R Int'l., Inc. CHECKED BY: J&R Intl, Inc. DESIGNED BY: J&R Int"I., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME- A-2 DRAWING A�2 OF SHEETS PLOT DATE 03/04/05 DO NOT SCALE THE DRAWING A I N.,P am M as M.A M.A M-& T A ft M AL NO A 'q SCALE: 1/4"=1'=0" NEW TILE ROOF OVER 2 LAYERS 15# FELT BY: EAGLE ROOFING PRODUCTS. LCB.O. E.S. REPORT # 4660 12 4.51 �1 1 SCALE: 1/4"=1'=0" NEW STUCCO TO MATCH EXISTING (N)WINDOW TO MATCH EXISM TYP @ ALI, NEW WINDOWS 111 20" CLEAR (MIN.) 34 1/8" CLEAR (FOR MIN. 24'HFIGHT) 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 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, 5 0 5 F-3� 3225 133,511 341 -7 TTTIIIGITI WIDTH F-201 29238 20.5[;N21[21�.5 2288..85 282.93 229..$ 2 F IF20 273. 26.9 -1 F-23 263.51 .5 1236.51 FBI F24.511 ..35 251[q255M. 243.39 L24-j 26 24.1r13234.- 26 5 85 1 qjpGHT JI 411[q4O 39.1 38. 8 3q — 37.3][16.1[J�AN F [AF- 33.]5F 31]8 32, 31.6 31 30.4 EMERGENCY ESCAPE & RESCUE WINDOWS SI'EUS. TYPICAL STUCCO: 7/8" STUCCO CEMENT PLASTER W/ EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W/ 16 GA. STAPLES @ 6" O.C. NEW TILE ROOF OVER 2 LAYERS 15# FELT BY: EAGLE ROOFING PRODUCTS. I.C.B.O. E.S. REPORT # 4660 O CN SCALE: 1/4$p=11=0#) SCALE: 1/4"=1'=O" NEW TILE ROOF OVER 2 LAYERS 15# FELT BY: EAGLE ROOFINGPRODUCTS. I.C.B.O. E.S. REPORT # 4660 IV" 1 13 1_4 TYP NEW TILE ROOF OVER 2 LAYERS 15# FELT BY: EAGLE ROOFING PRODUCTS. I.C.B.O. E.S. REPORT # 4660 NEW STUCCO TO MATCH EXISTING ■ Elmo NA IN (N) 2 x FASCIA TO MATCH EXISTING (N) 2 x FASCIA TO MATCH EXISTING REVISION NO. I DATE . I . . . . . . . . R > 00 0 -4 r Z 00 0 00 CIA WU C) 00 Z C) 0 Ln ui U) w 0 > 0� z 0 '-0 kf) 110 U 00 0 z a Z ui 0 w w 1 z 3� Uri 4 0 DRAWN BY: J&R Int'l., Inc. CHECKED 8Y*J&R Int'l., Inc. DESIGNED BY: J&R Intl., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME: A-3 DRAWING A-3 OF SHEETS PLOT DAM: 03/04/05 DO NOT SCALE THE DRAWING [$I 4xlO BEAM, PER STRUCT. PLANS 2x8 FLOOR JOIST, PER S'IRUCT. PLANS LAP JOISTS WITH STUDS WITH 5-16d PER JOIST 2x BLOKING EXIST'G CONCREfE SECT110N. �13 A-5) SCALE: 1/4 "=l'=O" SECTION SCALE: 1/4"=1'=O" a] I'ER STRUCr.DWGS. REVISION NO. I DATE �E "R T R". R > <0 Z io DATE < U) Z 00 0 0 0 wC 0 Q� 0 a) C) C) 4.4 o u) W Un o z 0 00 Z C) on 0 til w w I i U) 0 DRAWN BY. J&R Int'l., Inc. CHECKED sy'-AR Int'l., Inc. DESIGNED BY: J&R Int'l., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME: A-4 DRAWING Aiwrr4 OF SHEETS PLOT 0.3/04/04 DO NOT SCALE THE DRAWING -4— I COMBUSTION AIR FROM STUCCO Of —2X STUD WALL HANDRAIL, SEE DETAIL 3/4' PLYWOOD THREADS R15ERS 2x ROOF RAFTER OUTSIDE THROUGH ROOF, WALL BLDG. PAPER 6 16 O.C, PER STRUCT. DUra5, OR ATTIC, SPACE 2X P.T. SILL 12 VENT TO OUTSIDE PLYWOOD BE (WHERE OCCURS) CONC. FOUNDATION (3) 2 x 14 STRINGERS ROOF 5HEAT'G,— SEE STRUCT. DW6�36. 4 FRAMING MEMBERS STdCCO WEEP TILE ROOF OVER MFL�;J� SCREED � 2 LAYERS 15# FELT BOX -OUT FOR HIGH AND T LOW COMBUSTION AIR F HIGH COMBUSTION AIR OPENING W/ ZE FIN. GRADE 4' MIN. ABOVE EARTH SPACE 10' MIN. 1/4' GAL. METAL SCREEN OVER 51ZE BETWEEN PER W.H. MANUF. SPEC. 2' MIN, ABOVE PAVED AREAS BALUSTRADES 33/4' MAX. --lro GA. X 15' WIDE MIN BALUSTRADES --2-2x4 TOP PLATES GAL, STEEL STRAP R-13 BATT INSULATION WATER HEATER X < 1/2' GYP. BID. 2 X STUD WALL W1 5/8' TYPE 'X' —WOOD CAP AT CURB I MAX y j STUCCO 2x4 STUDS 6 lb'O.C_ W/N GYP. BD. ON EACH SIDE TYPICAL STUCCO: 11V STUCCO CEMENT PLASTER —WOOD TRIM AT CURB PLUMBING 4 2xro STUD$ 16'O.C. W1 PLUMBING L 16 GA. X 1.5' WIDE MIN GAL. 5TEEL STRAP W/ EXPANDED METAL LATH OR WOVEN WIRE LATH \-2x4 PTDF THRUST PLATE 2x FASCIA "A FAFENED W1 11 GA. 11/2' LONG 1/16' DIA. HEAD ANCHORED W1 REDHEAD 2x C. J. a 16' O.C., PER LOW COMBUSTION AIR OPENING W1 GALVANIZED NAIL6 BEFURRED MIN. 114', SPACED SHOT PINS 's 24' O.C. W1 OV RHANG STRUCT. DU.435. W/R-30 1/4' GAL. METAL SCREEN OVER SIZE 0C MAX 2' DIA. WASHERS BATT INSULATION PER W.H. MANUR SPEC.16' IN. -WATER HEATER CONTROLS FIRE BLOCKING SCALE SCALE SCALE SCALE CONTINUOUS LEDGER STUCCOWEEPSCREED 13 RAILING ELEVATION STAIR (BOTTOM) EAVE SLOPING ROOF N.T.S. N.T.S. N.T.S. N.T.S. 5/5' THICK PLYWOOD PLATFORM, SECTION VIEW TIGHTLY SEAL ALL JOINTS STUCCO FINISH HIP OR RIDGE TILE 3/4" DIA. X 5" LONG LAG 2x STUD WALL SCREWS THROUGH LEDGER COLOR COAT of HIGH INTERIOR FIN16H PLYWOOD SueFLOOR 2x NAILER 2 X LEDGER DENSITY FOAM TRIM 2„ HARDWOOD HANDRAIL, SEE DETAIL 20/- MORTAR WATER HEATER PLYWOOD SHEATHING MIN. 10' MIN. WHERE OCCURS ROOF TILE 16 GA. X 15' WIDE MIN X Z (2) WOOD SCREWS PER BRACKET UNDERLAYMENT GAL. STEEL STRAP 0 i:: : STONE VENEER ON 1/8' THK x 3/,S' DIA. STEEL PLATE VENT TO OUTSIDE AIR --- t-,q STUCCO BROWN W1 5/8' x 3.5' LG LAG 501-TS (v > COAT U4 z x PLYWOOD SHEATHING 2 X STUD WALL W1 5/&' TYPE 'X' uj LL twit MAX GYP. eD. ON EA. 51DE BILL PLATE THK x 3/a' DIA. sTEEL PLATE W1 5/6" —TIGHT FITTING DOOR W/ SEALS x 3.5" LG LAG BOLTS t ELEVATION VIEW DOUBLE JOIST OR BEAM MAN VIEW NOTE: FOUNDATION PER PLAN SECTION VIEW WATER HEATER STRAPPING SHALT, BE AT POINTS 'ITIE FRAMING MEMBERS WITHIN UPPER ONE-THIRD (1/3) AND LOWER ONE-THIRD (1/3) OF ITS VERTICAL DIMENSION, AT RETURN HANDRAIL TO WALL EACH END. (3) 2 x 14 STRINGERS THE LOWER POINT A MIN. DISTANCE Of, 4" SllkLL BE PLAN VIEW NOTE: MAINTAINED ABOVE THE CONTROLS W/THE NOTE: STRAPPING (U.P.C. 510.5.) HANDRAIL SHALL WITHSTAND MIN. 200 LBS. AT ANY POINT UNDERLAYMENT MUST EXTEND EE1 I I UP AND OVER NAILER. SCALE STONE VENEER SCALE SCALE SCALE SCALE WATER HEATER 17 14 WALL MOUNT HANDRAIL 10 Srr AT13 11 U-m(TOP) RIDGE OR HIP 2 N.T.S. ON STUDWALL N.T.S. N.T.S. N.T.S. N.T.S. 2x4 SOFFIT FRAMING NOTES: RAILING, SEE DETAIL EXTERIOR FINISH I. GUARDRAILS SHALL RESIST 2011ps. PER LINEAL FOOT UNDERLAYMENT TO LAP CONC. WASH (PAINTED) EXTERIOR STUCCO BUILDING PAPER —­­-� HORIZONTAL FORCE APPLIED OPENINGS BETWEEN BALUSTERS OVER FLASHING AT RIGHT ANGLE TO TOP -A SHALL NOT ALLOW A 4' 1/8'5TUCCO OF RAIL AND 2001be. AT -4 -A SPHERE TO PASS THROUGH. ANY POINT, Z BAR FLASHING AND COUNTER W. STL PIPE GALV. 150 FELT 0/ PLYWOOD SEE DETAIL FLASHING, 26 GA_ MIN, FILLED WICX"Aqrl. SHEATHING 2)<4 PLANT ON 2. PROVIDE POSTS AT 46' Cl (PAINTED) O.C. BETWEEN GUARDRAIL Ix NAILER 26 GA_ 6.1. FLASHING ::3 I.25"xI.25'xI/6' T.5. OR I' 50 t- IV MORTAR FAINTED TO MATCH TRIM .4 BAR STOCK POST a RAIL -a STIO e DBL. IEEXIST'G SLAO ON GRADE 2x WOOD TRIM w/ 1/2' STUCCO i-STOP 48' O.G. J015T m ROOF TILE RADIUS. HEIGHT VARIES SELF FLASHING WINDOW FRAME 2`x4.1!5'x3/,S' THK. STEfk f-5L­AT_EW/-(-2) MDF ON 3/6' PYWD. SHEATHING. CONT. CAULK BEAD FINISH FLR. x 4.5' LAG 8CRElik5 WOOD COLUMN CAPITAL TO clohlo MATCH SIMILAR PROFILE. 2X FRAMING 2X4 PLANT ON ROOF SHEATHING LOWs TA04 5AIRIP12E * ft PAND A35 -a TOP De RIM JOIST UELDIED, AND BOTTOM (MMEMBER) 2X FRAMING 5TIO 6 \E3L. JO 5T 3.5' NOTE: UNDERLAYMENT MUST EXTEND UP AND OVER NAILER. SCALE SCALE SCALE11 SCALE SCALE PIPE GUARD DETAIL 18 SOFFIT @ COLUMN 15 STUCCO DETAIL SHEAR TRANSFER 7 ROOF TO WALL N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 2x4 COLUMN FRAMING Ix RECESSED PANEL 1.5" MIN. EXTERIOR FINISH ON NOR 2' MAX. 2x WD. TRIM TO MATCH HARDWOOD HANDRAIL UNDERLAYMENT TO LAP SIMILIAR PROFILE. 1/6, STUCCO � x OVER FLASHING SLOPED 2x3 TRIM SLOPE STUCCO OVER 'Z' BAR FLASHING AND BITUMEN MEMBRANE COUNTER FLASHING, 26 GA. MIN, 2x3 WOOD TRIM OVER PLYWOOD METAL CHANNEL RAIL CAP SECTION 2 x NAILER -a GUARDRAIL SUPPORT UNDERLAYMENT 2X BAND I' COVE MOULDING WITH STUCCO FINISH INTERIOR FIN15H MDF ON VAPOR BARRIER 2x4 FRAMING HARDWOOD HANDRAIL I' COVE MOULDING STUD WALL 316' DIA.x 5' LONG LAG SCREW ROOF SHEATHING (PRE -DRILLED RAIL) I x NAILER 2x4 WOOD TRIM w/ 26 ELEVATION VIEW GA. G.I. FLASHING ir I CONNECTION AT WALL laMil, A —,00ft 2X FRAMING SCALE SCALE SCALE SCALE NOT USED 19 COLUMN @ BASE 16 STUCCO BAND 'p ROOF TO WALL N.T.S. N.T.S. N.T.S. S. N.T.S. I— REVISION I TE I foll, C) t� z rx z< A4 Gely w rip 77 Tr' mm A C. U) 00 Z U Z 0 a) Cod F-4 0 U) 0 w (A 0 0 > c ON z 00 0 C) U a Z It- 0 U w w z V) 0 DRAWN BY: J&R Int'l., Inc. CHECKED Y* J&R Intl., Inc. DESIGNED BY: J&R Intl., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME: A-5 DRAWING A�5 OF SHEETS to 1L jr PLOT OATS: 03/04/05 N0000r %0-0) DO NOT SCALE THE DRAWING GENERAL 1, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES 3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE UNIFORM BUILDING CODE, LATEST EDITION. 4. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFORE -MENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE THE INSPECTION OF THE ABOVE ITEMS. 5. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 6. CONCRETE SLAB ON GRADE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. THIS NAILING IS TYPICAL UNLESS OTHERWISE NOTED OR DETAILED. ALL NAILS SHALL BE COMMON, U.N.O. (TABLE 23-11-B-1 C.B.C. 2001) 1. JOIST OR RAFTERS TO SIDE OF STUDS 8" DEPTH OF LESS FOR EACH ADDITIONAL 4" IN DEPTH 2. JOIST OR RAFTERS AT ALL BEARING TOE NAILS EACH SIDE 3, STUDS TO BEARING TOE NAILS EACH SIDE 4. BLOCKING BETWEEN JOISTS OR RAFTERS TO JOISTS OR RAFTERS - TOE NAILS EA. SIDE, EA. END TO JOISTS OR RAFTER BEARINGS - TOE NAILS EA. SIDE 5. BLOCKING BETWEEN STUDS EACH END TOE NAILS END NAILS 6. PROGRESSIVE BLOCKING - RAFTER TO BLOCK AND BLOCK TO CONT. NAILER 7. MULTIPLE STUDS ( STAGGER FOR STUDS WIDER THAN 4" ) 8. RIBBON STUDS 1 x RIBBON 2x RIBBON 9. DOUBLE TOP PLATES LOWER PLATE TO TOP OF STUD UPPER TO LOWER PLATE SPLICE ( 4'-0" MIN. ) EA. SIDE OF BUTT IN TOP PLATE UPPER TO LOWER PLATE AT INTERSECTIONS 10. CEILING STRIPS 1 x4 PER BEARING (STRONGHOLD TYPE) 2x3 PER BEARING (STRONGHOLD TYPE) 11. PLYWOOD NAILING - SEE DETAILS AND/OR SCHEDULE 12, BUILT-UP BEAMS 20d AT 32" O.C. AT TOP AND BOTTOM STAGGERED 3-16d 1-16d 3-8d 2-8d 2-10d 3-8d 2-1Od 2-16d 2-16d 16d AT 16" O.C. 2-8d 2-16d 2-16d 16d AT 6" O.C. 8-16d 3-16d 3-8d 2-16d 2-8d 13, i x6 LET -IN BRACES, EACH BEARING. PRE -DRILL HOLES FOR NAILS ALL CONNECTING HARDWARE, JOIST HANGERS, TIE STRAPS, ETC., SHALL BE SIMPSON "STRONG -TIE" UNLESS NOTED OTHERWISE OR SHOWN. I tok A I I i ri H xi 1. ALL REINFORCING SHALL BE ASTM A-615-40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615-60 FOR #5 BARS AND LARGER, WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A---615-60 2. ALL BARS SHALL. BE DEFORMED AS PER ASTM A-305. 3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4. ALL BENDS SHALL BE MADE COLD. 5. SPLICING OF BARS SHALL HAVE LAPPING OF 30 DIA, OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. OR 2'-0" WHICHEVER IS GREATER. 6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE, 7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: A. POURED AGAINST EARTH 3" B. POURED AGAINST FORM BELOW GRADE 2„ #6 AND LARGER 2" #5 AND SMALLER 1 1/2" C. FORMED SLABS 1" D. SLABS ON GRADE (FROM TOP OF SLAB) 1" E. COLUMNS AND BEAMS TO MAIN BARS 2" F. WALLS - EXPOSED TO WEATHER 2" NOT EXPOSED TO WEATHER, #11 AND SMALLER 1" #14 AND #18 1 1/2" Nip 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE UNIFORM BUILDING CODE. 2. CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE SPECS. 3. ALL CEMENT SHALL CONFORM TO ASTM C-150. 4. FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT WEIGHT CONCRETE. 5. ALL AGGREGATE SHALL BE COMPARABLE TO "SAN GABRIEL VALLEY" AGGREGATE. THE SHRINKAGE SHALL BE AS PER ASTM C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS NOT EXCEEDING 0.047.. 6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7. ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 8. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, ETC. 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS, 11. ALL STRUCTURAL CONCRETE F'c = 3,000 PSI ALL SLAB -ON -GRADE F'c = 2,500 PSI ALL CONTINUOUS FOOTINGS AND PADS F'c = 2,500 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS. 12, ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1701 OF THE UNIFORM BUILDING CODE UNLESS NOTED OTHERWISE. 13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 4" OF SLUMP PER ASTM C-143. 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE, CEMENT ASTM C-150 TYPE 1 OR 2 - - My Tu f 0011 a AlL, 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE STANDARD GRADING RULES NO.16 FOR WEST COAST LUMBER AND UBC STANDARD NO. 23-1_ 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR OR REDWOOD. 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4, ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC, 5. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7. CROSS -BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL FLOOR JOISTS OVER 10" IN DEPTH AND ALL ROOF JOISTS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED TYPE METAL BRIDGING. 8. ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL 11 OR C-D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE AND CONFORM TO PS-1-95. EACH SHEET SHALL BE INDENTIFIED BY A REGISTERED STAMP D.F.P.A OR A.P.A. 9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10, ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM SIMPSON STRONG -TIE (TM). SUBSTITUTIONS MUST BE PRE -APPROVED IN WRITING BY ESI/FME. 11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE : 2X4 STUDS (UP TO 10')........... "STUD GRADE" OR BETTER 2X4 STUDS (OVER 10')............. "CONSTRUCTION GRADE" 2X PLATES & 3X PLATES...... "STANDARD GRADE" OR BETTER 2X6 STUDS.... ......... ...... NO.2 2X JOIST NO.2 BEAMS AND STRINGERS 4X10 AND SMALLER .................... NO.1 4X12 AND LARGER........ _ . . ... _ ... _ NO.1 6XAND 8X....................................... NO.1 POST AND TIMBERS .................... NO.1 ROOF PLANKING AND DECKING..COM.DEX. BOARD SHTG. AND STRIPPING.. SUITABLE FOR INTENDED USE 1997 NDS STRESS VALUES FOR DOUGLAS FIR -LARCH: SINGLE/REPETITIVE 2X4 #2: Fb= 1315/1510 PSI ; fu=95 PSI E=1.6x1O 2X6 #2: Fb= 1140/1310 PSI 2X8 #2: Fb= 1055/1210 PSI 2X10 #2 Fb= 965/1105 PSI 2X12 #2: Fb= 875/1005 PSI 2X14 #2: Fb= 790/ 905 PSI 4X6 #2: Fb= 900 PSI 4X8 #2: Fb= 900 PSI 4X10 #2: Fb= 900 PSI 4X12 #1: Fb= 1000 PSI 4X14 #1: Fb= 1000 PSI 4X16 #1: Fb= 1000 PSI 6X1O #1: Fb= 1300 PSI 6X12 #1: Fb= 1300 PSI 12, ALL NAILING TO BE PER TABLE NUMBER 23-11-B-1 OF THE LATEST UNIFORM BUILDING CODE, UNLESS NOTED OTHERWISE. 13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWSE), STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0". 14, WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL. 15. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 6" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON- CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER U.B.C. SECT. 2306.5, ALL ISO- LATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'PB' OR EQUIVALENT. 17. PROVIDE 4x4 FLAT HEADERS AT ALL INTERIOR NON -BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x6 HEADERS FOR OPENINGS 3 TO 6 FEET IN WIDTH. 18. PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON -BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR RAFTER. 20. WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21. INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22. FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.0 STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.0 STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.0 STAGGERED. 23. ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 24, ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O., AND SIMPSON "ITT" FOR TJI's, U.N.O. 25. ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 26, ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O 27, ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING, TYP. 28. APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -OUTS, FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF THE PLYWOOD. 29. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS. 30. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING AT 2" O.0 31. DOUBLE TOP PLATES w/MIN. 48" LAP SPLICES TO BE PROVIDED w/MIN (16) 16d's PER TOP PLATE SPICE, 32. TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. 33. SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34, ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER. 35. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB's AND/ OR BC's MINIMUM, UNLESS NOTED OTHERWISE. 36. ALL SIMPSON HD, PA, AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 38. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER 'S RECOMMENDATION, U.N.O. CALCULATIONS GOVERN IN ALL CASES. RECOMMEND RAMSET/REDHEAD 1516D AT 24" O.C. PER ICBO REPORT NO. 1147. 39. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2320 OF THE UNIFORM BUILDING CODE, U.N.O. a 1DRAWINGS • TO BE • i BY CONTRACTOR y t THE ARCHITECT PRIOR SUBMITTAL iw ENGINEER REVIEW. Ai ■ w ■ w, wn ,w nnh I r,�■ w■, • w w ww w w r w■ w • w s v w■ 42. PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43. WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O. 44. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATHING TOP PLATE SPLICES & SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. j 1. THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION INVESTIGATION BY C.B.C, 2001. 2. THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR CONTINUOUS FOOTINGS. (C.B.C. 2001) 4. SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES AND . WALLS, AS REQUIRED. 5. PROVIDE NON -EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 6. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% FROM BUILDING TO SWALE LINE. SWAL£ SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 7. THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 8. PROVIDE 6 MIL VISQUEEN U.N.O. UNDER SLAB (EXCEPTION: GARAGE SLAB AS RECOMMENDED BY SOILS REPORT). 9. ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 10. PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 11. FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 12. DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE. (5 SACKS MIN.). 13. FOR POST -TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS. 14. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.. 15. NAILING INTO PRESSURE - THREATED SILL PLATE TO BE GALVANIZED. 16. CONC. (TYPE & F'C) 5 SACK'S OF CEMENT / CUYD (MIN.) REVISION z� a yNe. S+ i %RII f� Il A a s � � >" r : Ym r 1 (Y'i .✓ ,� a N .t.O 31 , m z Q0 0 u wZ00 0 p A 0 14 oww 44 0 �--� + w r r-i aQ Q d m O 0 t*,3 ►n cN 00 o o � .. r t=- r � w T In o DRAWN BY: J&R Int'I., Inc. CHECKED BY: J&R Int'i., Inc. DESIGNED BY:J&R Int'I., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME: SGN DRAWING SGN OF SHEETS is PLOT DATE: 04/04/05 DO NOT SCALE THE DRAWING 2" x 2" x 3/16" WASHERS COLD JOINT T 2 POUR 4x POST PER PLAN SLAB ON u«m/E PLATE w/ (SEE PLAN) 5/8" 0A.X, 12^ A.B'S k�48~ O/C MAX. EXISTING FOOTING ~ EJ SILL PLATE_� MPSON~, PHD_. .2\J/4° D|A. i Lu CLEAR MIN.N� . BOLIS � I Ai 0 _jI Co NATURAL GRADE OR APPROVED COMPACTED FILL 00 m�^' .' 'm� ~`^ ' #4 @ 18^ D.C. -----~-~~ DRILL 3k''0 X 5" DEEP HOLE 8c 5/8^ HVA �/0zEC|AL INSPECTION ` � ' ' __-- EPDXY �/� THREADED R ALL----Z '` �/u v.n. , �E CARTRIDGES (� TWO -POUR ` 24' ' S|K�PSON SET ADHESIVE � SYSTEM. r� THREADED ROD ` �-- FOUNDA�ON | \_(2) INSTALL |NSTALL PE� �� � /CBD ND ''�''---- [R-527Q - -- 18^^ #4 T/B W|N, TYPICAL . � ' �� ALL CONT. FOOTINGS, UNO ' � � Y DRILL " 1 g X " 1D DEEP HOLE 8c EDGE DISTANCE d ;D/2 D = BEND DIAMETER . d CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER I 6 lOd @ COON C[ CONDITION WHERE BARS 1 OCCUR IN SAME PLANE, 40d @ MASONRY SUCH AS CONC, BEAMS, TYP. UNLESS NOTED CONC. COLUMNS, ETC. BEND DIAMETER SCHEDULE BAR SIZES BEND DIAMETER /--~ 3B TYPE ABOVE K 0GRADE BEAM STIRRUPS 12 C8LUW BASE SEE - EXTERIOR ELEVATION � 4xPO3T, PER PLAN - ~ SQ. PAD FT cPux/ /8w /nncxucu nuu n/ ADDITIONAL REQUIREMENT S|WPSON SET ADHESIVE SYSTEM. INSTALL PER iCB0 NO. ER-5279 TYPICAL EACH END ! 5� FOOTING TYPICAL EXTERIOR � NEW B0SDNC .,4 DOWELS 32" o/c TYPE A 135? 3BSN|C STIRRUP & TIE HOOK /2 )<5d w/EPDXY FILL SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. 135 STIRRUP & TIE HOOK @ 48" O/C MINFOOTING WASHERS w/EPDXY FILL #4 DOWELS 3 COLUMN B 7 PER PLANS COLD JOINT AT 2 POUR SLAB ON GRADE SEE PLAN --------- NOTE: j HOLDOWN ANCHORS Zl MUST BE TIED IN NVNIP/ #4vo/6uc --~ \' PLACE PRIOR TD >` SUWP. 7\ SSTB FOUNDATION -1 NATURAL GRADE BOLT INSPECTION.° ` '' ' DR APPROVED | � ~ --�| � DEEPEN FOOTING COMPACTED FILL -� �u ��L� � AS REQUIRED TO OBTAIN ANCHOR -= EMBEDMENT & �n CONCRETE COVER. c---ALTERNATE FOOTING FOR MORE INFO SEE DET: CON[UTION YV/HEEL MOT2 SPRAY BONDING AGENT |NTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. r��� l����� �������° ����&� ����l�J��][ ��° 1�][ ��° (N)2x STUDS @ 1G^ �C. -~� LINE OF cc < S�CUT m���! �c< 2x SILL -'- / #4 DOWELS PLATE ^ [ @ 4O o6 LINE OF / S . dia. HOLE SAWCUT w/LPUXY FILL FOOTING PLAN CON T FOR MORE INFO SEE DET:��� WALL FOOTING S|MPSUN SW22X7X4* STRONG -WALL SHEAR WALL (SEE SHEET G) / M AND FOOTING 1. DIMENSIONS SHALL BE VERIFIED IN FIELD AND ADJUSTED AS NEEDED. 2. EXISTING ANCHOR BOLTS SHALL BE CUT OFF FLUSH WITH THE TOP OF THE EXISTING STEM WALL ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS ANY DISCREPANCIES SHALL B[RESOLVED PRIOR 0COMMENCING OFWORK. l. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8~ DIAMETER 8Y1O^ 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 J, ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS REC0MWENDATIONS, U.N.8, STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 4. INSTALL ALL S|WPSON (0R APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY T0PROVIDE ANCHOR EMBEDMENT ATH0LDOVN LOCATIONS. 5. PROVIDE 5/8^ O}A. 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) 7� ALL STUDS AT >ST FRL SMALL BE 2X4 OR 2X8 @ 16° U.C.(TYP) 8. THE ALLOWABLE SOIL BEARING VALUE IS 1800 PSF FOR CONTINUOUS FOOTINGS. 8. HOLD-DOWN CONNECTORS BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 18�FUUNDATIUN ANCHOR BOLTS IN WALLS SHALL HAVE AN APPROVED PLATE WASHER UNDER EACH NUT'. AND THE NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. PLATE WASHERS A MINIMUM OF 2|NCH BY INCH 8Y3/1G INCH THICK SHALL BE USED ON EACH BOLT. (1808.6.1) AB48 5/8^0KX10^ ANCHOR BOLTS AT48"{\C A832 5/8^ 0A. X 10^ ANCHOR BOLTS AT 32^ [iC, AB24 5/8^ D|A. X 10^ ANCHOR BOLTS AT 24" 0�C. AB16 5/8^ U|A. % 10" ANCHOR BOLTS AT 16^ U�C� AB 8 5/8" 0K X 10" ANCHOR BOLTS AT 8^ O, C, A848X 5/8" 0A. X 12° ANCHOR BOLTS AT 48" O.C. A832X 5/8" D|A. X 12" ANCHOR BOLTS AT 32" (lC� AB24X 5/8^ D}& X 12^ ANCHOR BOLTS AT 24" U.C. AB18X 5/8' Q|A. X 12" ANCHOR BOLTS AT 16^ O�C. AB 8X 5/8" D|A. X 12^ ANCHOR BOLTS AT 8" O.C. * 3AB (2) 5/8" D|A X 10" ANCHOR BOLTS. * JAB (J) 5/8" D|A. x 10" ANCHOR BOLTS. * 2ABX (2) 5/8" D|A X 12" ANCHOR BOLTS, ~ JABX (3) 5/8" 0A X 12" ANCHOR BOLTS. * 2ABXX (2) 3/4^D|A X 12^ ANCHOR BOLTS. * 3ABXX /J\ 3/4^O|A X 12" ANCHOR BOLTS. * EQUAL SPACING. EXCLUDING HOLD0WN A 88L[ 1GENERAL CONTRACTOR IS FULLY RESP TO VERIFY ALL THE EXISTING DIMENSI ELEVATIONS AND CONDITIONS AND COND NS BEFORE START OF WORK, ANY DISCREP Y SHOULD BE BROUGHT TO THE ATTENTION F THE ENGINEER IMMEDIATELY. GENERAL LEGEND NEW FOUNDATION ~---- EXISTINC FOUNDATION [-___ -� ' ^ »k 5/8 0 RED HEAD @ 24^ D.C. (8^ EMBED. 2" MIN. EDGE DISTANCE) I REVISION I NO. I DATE 00 iy ON PLOT DATE. 04/04/05 ( C.B.C. 2001 BASED ON UBC 1997 ; SEISMIC ZONE 4 ) SHEAR WALLS - SEE PLAN FOR LOCATION AVERTICAL: FRAMING MEMBERS DOUGLAS FIR -LARCH AT 16" O.0 ALLOWABLE SILL SILL NAILING SHEAR_(PLF) BOLTING (5) UPPER STORIES i�� �_ _�+�� J,G 5/8" UNBLOCKED DRYWALL w/ 6d COOLER 62 1/2" @ 72" 16d @ 16" _SP 4_ + t Q' Q # --------- ----------------- _-� _-_- NAILS @ 7 o.c. AB 45 I UBC) 11 @ 16d @ -- � ______ _______ t r - t�E-' ALS (TABLE C) 5{}) 1f2" 60" 8" 5 t i _ 4x12 RIDGEBEAM_._ 4x12 RIDGE BEAM 4xI2 RIDGE BEAM 4x6 .HDR z_ i -- _ s__--� _ _____� ___ - ____ _ ____ �_____�____ 5 8" UNBLOCKED DRYWALL w 6d COOLER 72 1/2" @ 72" 16d @ 16" NAILS @ 4" o.c. (TABLE 25 1 UBC) 145(1) 1/2" @ 48" 16d @ 8" rx b 2 ��e I SD2 5/8" BLOCKED DRYWALL w/ 6d COOLER 88 1/2" @ 72" 16d @ 16" t m t �Y' n @ 3 ` 1 `� 1 NAILS @ 7" o.c. (TABLE 25-1 UBC) 175(1) 1/2" @ 42" 16d @ 8" w z t C SD2 N a1 SD2 2` i CD `oat �+ cv Z 1 4 5/8" BLOCKED TWO PLY DRYWALL WITH 6d tcnr 5 t @ t '— 4 COOLER NAILS @ 9" O.C. (BASE PLY) AND 8d t a t 4 SD2 t 00 H i COOLER NAILS @ 7" o.c. (FACE PLY), 125 1/2' @ 60" 16d @ 8' i X SD2 t Cq - 8 i (TABLE 25-1 UBC) 250 3/4" @ 42' 16d @ 4' d- t F �t F SD2 _ 7/8" STUCCO OVER PAPER BACKED LATH 180 1/2" @ 42" 16d @ 8" WITH 16 GA. STAPLES @ 6" 360(1) 3/4" @ 32" 16d @ 4" f 4x4.HDR i j 7/8" STUCCO OVER PAPER BACKED LATH 325(10) 3/4" @ 32" 16d @ 4" x @ 2x8 @ i ______ _____________________ 7 i 1 WITH 16 GA. STAPLES @ 3" 650(1) 3/4" @ 16" 16d @ 2-1 f2> L------------- - i t 24" 'O.C. F v 24" -O.C. i �� i th!�` SPN4 3/8 STIR I PLYWOOD WITH 8d 280 3/4" @ 42" 16d @ 6" 3 o i i ! - - 14'-0" i I ` Z NAILS @ 6", 12" (TABLE 23-1-K-1 UBC) 560(1) 3/4" @ 16" 16d @ 3„ i SD2 i 4 7 td 3/8" STIR. I PLYWOOD WITH 8d 430 3/4" @ 30" 16d @ 4" i ( SD2 @ i SD2 SD2 5 3 ! L NAILS @ 4", 12" (TABLE 23-1-K-1 UBC) 860(1,6) 3/4" @ 30" 3/4" @ 30„ 0„ SI i t4) d t �+ SPN4 +' = t SD2 i cv ' 3/8" STR. I PLYWOOD WITH 8d 550 3/4" @ 16" 16d @ 3-1/2" 5 7 6 tv ! @ @ k ! \ NAILS @ 3", 12" (TABLE 23-1-K-1 UBC) 1100(1,6) 3/4" @ 16" 3/4" @ 16" t L SD2 i 314 cn 00 '� `� i 3 8" STR. I PLYWOOD WITH 8d 730 3 4" @ 16" 16d @ 2-1 2" SD# icv N i �— NAILS @ 2", 12" TABLE 23-1-K-1 UBC 1460 1,6 3/4" @ 16" 3 4" @ 16" (SCl)4 D" _CSD)1 ( ) ( ) / / A , 1 i i t t t t � i t t t i t DF .4x14 i ------------ ------ HD3---------------------- SPN4 SPN4 SW22x7x4 SW22x7x4 USE 2x6 @ 16 O.C. EXTERIOR WALL @ 2ND FLOOR M=L INDICATES (1) 1 3/4" x 11 7/8" MICROLAM P=L (OR PSL) INDICATES PARALLAM LFA. = LOAD FROM ABOVE P.A. = POST FROM ABOVE HEADERS AND BEAMS, REFER TO ENGINEERING CALCS. ® ® INDICATES INTERIOR BEARING WALL NOTE: APPLY SHEAR PRIOR TO FRAMING OF j* PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE) p.-------INDICATES MOMENT FRAME SOLE MARK: PLATE NAILING LEGEND DESCRIPTION SPN4: 16d SOLE PLATE NAILING @ 4" O.C. SPN3: 16d SOLE PLATE NAILING @ 3" O.C. SPN2: 20d SOLE PLATE NAILING @ 2" O.C. (PER DIRLLED HOLED) SPN1: 1/4"X5" LAGSCREW @ 4" O.C. (PER DIRLLED HOLEa) NEW ma r mor ramie an 2. ROOF FRACE I L I IVUUU il ALL BE PERPENDICULAR TO SUPPORTS. SCALE: %`�„= ,TB„ 2. CONECTOR D FAS16 CORDANCE WITH 2O01 CHAP ON JOIST @ 2ND FLOOR FRAMING WHERE WE HAVE WALL 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 / 6 1 TO 1(} USE THE FOLLOWING: 1) USE 3x MUDSILL WHEN EXCEED MORE THAN 350 PLF PER STRUCTURAL CALCS. 2) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING 3) NAILINGS SHALL BE STAGGERED E. 10d 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-1 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. N W 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: TILE 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/1Od's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.0 FIELD. JOIST SPACING EQUAL TO OR LESS THAN 20" O.C: 1 18" WOOD STRUCTURAL PANEL T&C SHTG, PII 40/20, w/1Od's AT 6" O.0 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, PI1 48/24, w/1Od's AT 6" O.0 AT EDGES AND BOUNDARIES, 10O.0 FIELD. * PANEL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH BLOCKING NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER SUBFLOOR. 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) 1 2X4 AT 16" O.0 2X6 AT 16" O.0 2X6 AT 24" O.0 D 2X8 AT 12" O.0 2X8 AT 16" O.0 EE 2-2X8 AT 16" O.0 f Fi 2X8 AT 24" O.0 2XIO AT 16" O.0 2XIO AT 24" X10 6" O.0 2AT12 X12 " O.0 0 2X12 AT P x 11 7 ACALIFORNIA FRAMING PROVIDE 2x8 @ 24" O.C. I -JOIST TABLE MARK SPACING SIZE X- I -JOIST @ 16" O.C. 11-7/8" TJI / 120 Y- ]-JOIST @ 12" O.C. 11-7/8" TJI / 350 - - TJI / 550 REVISION ;I tt8 ,uk*+ `3 R �p NOR �. oz n � W o 0 e Cp G el.xas° � V) 00 0 0-tl >0 W hF­4-i WU 0�•"� 0 C) V ui fl Q m - N. ON Z Vi U 00 0 � 0 .. C� 0 J F_ aI t7% w N w 0 vi DRAWN BY: J&R Int'I., Inc. CHECKED BY: J&R Int'I., Inc. DESIGNED BY:J&R int'L, Inc. DATE 10/11 /04 SCALE AS NOTED JOB NO 04-143 FILE NAME: S2 DRAWING S2 OF SHEETS PLOT DATE: 04/04/05 DO NOT SCALE THE DRAWING --STUD WALL 4x BEAM 12" MIN. BLOCKED io 24" MIN. UNBLOCKED _2X6 STUD WALL POST (SEE PLAN) BOUNDARY NAILING (B.N.) SOLE PLATE PLYWOOD SHEATHING JOIST T TOP PLATE --------- FIELD NAILING (TYP.) 1 4\ rslMPS,N SIMPSON MST48 ,E,,,, vV AND ALT. SIMPSON "CC" 2x BLOCKING + BEAM 177 DBL JOIST TYP. UNDER WALL z rr,V) A TYP. EDGE 4x POST 0 zt < C) NAILIING (E.N.) 4x POST PER PLAN n Tv BOUNDARY NAIL SIMPSON U--HANGER—A AROUND ALL OPENINGS TYP. 2 X 4 FLAT EDGE BLOCKING WHEN SPECIFIED ON PLAN 15 DBL JOIST UNDER NON -BEARING WALL 9 CONNECTION DETAIL BEAM TO POST CONNECTION 1 TIE DOWN CONNECTION FRAMING MEMBERS PER PLANS HEADER LEDGER NOTE: 1. PLACE FACE GRAIN OF PLYWOOD EQ. EQ. PERPENDICULAR TO FRAMING UNLESS x PLYWD. SHT'G W/E.N NOTED OTHERWISE. SIMSPON MST48 X (TO EACH JOIST WHEN Dial F/J) BEAM (PER PLAN) BEAM (PER PLAN) x NAIL EDGE DISTANCE SHALL BE MIN. 3/8" 2. FROM EDGE OF PLWYOOD AND 2 X FRAMING x 4 x 4 POST FLUSH BEAM OR DBL JST. MEMBER- (3/4" AT 3 X OR 4 X FRAMING 16d @ 12" O.C. MEMBER-) ALMMATF, STAG. x SIMP. ST 6224, LINO PROVIDE BOUNDARY NAILING (B.N.) AT SEE TREADPLAN 1" NOSING x SILL NAILING Alt. MST1 48 at DbL TJI/PSLAVL— ii 3. DIAPHRAGM BOUNDARIES, CHORDS, DRAG TIES, OVER SHEAR WALLS AND WHERE STAIR STRINGER SEE PLAN ---------- PLYWOOD SHEATHING SPECIFIED. �_ WHERE JOIST LAP/SPLICE PRESSURE w wz < OCCURS AND PLYWOOD E.N. Go TREATED _w 1 4 SIMPSON PER PLANS 4. JOINT IS OFFSET, ADD PLATE W/ HANGER 2 X 4 OR 3 X 4 NAILER AS SHOT PINS SHOWN: @24" O.C. DROP BEAM, OR DBL JST. 16d @ 12" O.C. x BEAM PER PLAN HEADER SEE PLAN FOR BRG. CONDITION -JOIST HANGER METAL SHIM FIRESTOP 0 MIDSPAN 16 DRAG DETAIL 12 MAX. ALLOWED NOTCHING AND DRILLING 10 WOOD STAIRS 6 BEAM TO BEAM CONNECTION 2 HOLDOWN DETAIL (2)2x TOP PLATE 2x STRINGER 16d NAILS @ 4" O.C. FILLER W/12" LAP & (SEE PLAN FOR SPN NAIL'G.) SIMP. HL33 4-20d NAILS. (TYP,) @ EA. SIDE SIMPSON A35 CUTTING AND NOTCHING FLOOR SHEATHING PLAN PER. 2 x BLK'G. OR TJI CONT, CONC. SLAB HEADER (SE PLAN) BN —FLR SHT'G. E.N. + + A35 @116" Q.C. 16d's PROGRESSIVE + I 2 x FL OR TJI EN, 177' v v " NAILING @ 8O.C.(3)16d's —STUD _STUD I BN PER PLAN TOE NAIL T: ALT. LOCATION OF (U EA. SIDE OF HEADER NOTCH NOTCH FLOOR JOISTS PER PLAN A35F @ DBL. JSTS, 2X Blk'g. OR TJI @ 48 O.C. FILL & VAPOR 2x4 STUD PER SIMPSON A35 AT 16" O.C. BARRIER — AND/ FINAL TRIMMER PER PLAN I 111ro" MAX. 1/&' MAX, PLAN 6MIL VISQUEEN/ GRADE PER PLAN STUDWALL OR BEAM SAND UNLESS 6 STIZ 2x U) 12x6 STUID NOTED. SIMPSON A35 12 311ro" MAX. 11 3/a, MAX. _LVA—L U 40% ALLOWED 25% ALLOWED NON13EARING PARTnIONS EXTERIOR WALLS AND 24 CON T. 777- 2x SILL BEARING PARTITIONS 17 STRINGER DETAIL 13 FULL -HEIGHT STUD CONNECTION 7 CONNECTION DETAIL 3 SHEAR TRANSFER 2x BLK'G. BORED HOLES SIMP. TS9 @ 48"O.C. (E) (N) ROOF SHT'G. E�N.--i FRE BLK'G 16d NAILS @ 4" O.C. EQ. EQ. //-2x (SEE PLAN FOR SPN NAIL'G.) —STUD STUD (E) 2-2xPLATE MST48 PER RIM JOIST OR BLK'G. MIN. MIN. 16d —STUDWALL PLANF­r --t E.N.6O.C. FLR SHT'G. —BODED HOLE G —BOPEC) HOLE N 2 x FL OR TJI STUD 2x4 STUD SIMP. STRAP PER PLAN 12X4 I 111ro, MAX. 2 1/&' MAX. MST48 (OPTIONAL) (N) 2-2xPLATE ROOF PER PLAN RTER E.N. SIMPSON A35 AT 16" O.C, 12x&aSTUD xre> STUD --Simp. TS9 2 311ro" MAX. 3 5/16, MAX. RAFTERS PARALLEL @ 48"O.C. ALT, LOCATION OF A35F @ DBL JSTS. 40% ALLOWED ANY WALL 60% ALLOWED TO WALL E�N.— WRAP TO ANY NONBERING WALL OR 4-16d SIDE PER r-' EACH BORED STUD DOUBLED per Stud PLAN BORED HOLE NOT PFRNffl'MD LAP & SPIKE E.N. IN MORE THAN`1VO w/ 4-16d STUDWALL OR BEAM SUCCESSIVE DOUBLED STUDS ROOF SHT'G. ROOF SHT'G. E.N. CBC. SEC. 2320.11.9 AND 2320.11. 10 11 2x FIRE (E) STUDS (E) STUDS BLK'G 2x BLOCKING SIMPSON LU wl 16d ------ ------ RAFTERS PERPENDICULAR CC) 8 " O.C. NATE TO WALL 14 CONNECTION DETAIL 11 MAX. ALLOWED NOTCHING AND DRILLINJ. 8 1 %jN111E"Nj1jTA CZ 4 EXIST'G TO NEW SHEAR I REVISION I 91 4141 ! 00 V,4 IT, aw. 0 Go C4 W4 U ht he 0 C) >_4 cv 0.4 Z -< U 44 0 0 04 0 0 Q 0 P4 Ui El o c) 0 fle 0 0 >.4 C-4 cN Z U 0 0 A<C© F-4 z 4.4 w w T U) 0 DRAWN BY: J&R Infl., Inc. CHECKED - By*J&R Int'l., Inc. DESIGNED BY: J&R Int'l., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME- SD1 DRAWING SDI OF SHEETS PLOT DATE 04/04/05 DO NOT SCALE THE DRAWING ROOF PLYWOOD SHT'G. 16'-0" LONG SIMPSON CMSTC16 COIL STRAP CENTERED OVER EDGE OF SHEAR WALL W/ 8d's 0 6" O/C 2x4 FLAT @ 48 O.C. U.N.O. RIDGE BEAM (PER PLAN) BLOCK AND STRAP 3-16d NAILS� E.N. E.N. I BM (PER PLAN) 1 - --- 3-16d 2x RR NAILS P-771 PER PLAN 2 2 x PLATE ------------- ---- rl ------ F �-4 0 I T X BLOCK AT COIL L 2X SHEAR BLK'G, " - I JOIST . i� RAFTERS, TYP. STRAP, TYPICAL -j@ 48" O.C. B,N. SIMPSON I A35 @-- —PLYWOOD SIMPSON A-35 EA. BLOCK SHEATHING @ 24" O/C U.N.O. DOUBLE TOP SIMPSON "EPC" 4x BLK'G. - SIMP. A34 AS SHOWN �v SEE PLAN PLATES < 4x4 POST (6 PLACES) 2x STUDWALL PER PLAN SECTION CEILING JOISTS NOTCH _f TYPICAL - R. BY 3-16d SIMPSON A34 PLYWOOD 1/2x3 1/2 NAILS. (TYP) EA . SIDE OF POST HDR (PER PLAN) i i i SHEATHING 3-16d NAILS X STUD WALL 1[--2 PLAN VIEW \-2x4 FLAT @ 48 0,C. ROOF SHEAR TRANSFER & 13 CONNECTION DETAIL 9 PERPENDICULAR TO RAFTER 5 POST TO RIDGE CONNECTION END ROOF RAFTER CONNECTION ROOF - - - - - - - - - - A 11 11 11 11 11 11 1 L 11 11 SOLID BLOCKING >_ UNDER TRIMMERS 01 FROM ABOVE 0 RAFTER 4x RIDGE BEAM 4x RIDGE BEAM F FIRE BLOCKING TYPICAL 2x OR 4x Co W/ 2-16d NAILS — RIDGE ------------ ------------------ 0 -_ CRIPPLES UNDER z EA. SIDE PER NOTE) BLOCKING TO MATCH TYP. 2X BLOCK O A35 SEE 6/SD2.1 2x STUD EA. SIDE W/ 16d NAILS @ ------------------ ------ 2ND STORY 2 X CRIPPLE STUD 8" STAGGERED AT 16" o.c. SIMPSON "ECC" 2x OR 4x POST AND ALT. SIMPSON "CC" AT EXTERIOR WALL TYPICAL 4x4 POST DOUBLE KING STUD 0 TRIMMERS TO --FOR STUD SIZES Sri BEAR ON SILL SEE PLAN SIMPSON A34 PLATE, TYP. cn SEE PLAN EA. SIDE OF POST FOR SIZE —BEAM 16d @6" NAILS FOR CONNECTION O 1ST S F STUD TO STORY POST TYP. ' 10 RAFTER TO BEAM CONNECTION DETAIL 2 POST TO RIDGE CONNECTION (3) 16d TOE NAIL TO 2X FIRE BLOCKING (PER NOTE) 16d'S @12" OC, STAGG. THRU STUD(TYP.) HEADER PER PLAN 2X TRIMMER RAFTER STUD U.N.O. EQ. EQ. f RAFTER /--SIMPSON ST22 @ 48" O.C.. U.N. 0. RAFTER RAFTER 2X BLOCK E.N, x RAFTERS �SEE PLAN) CEILING FLUSH RIDGE BM JOIST F E.N. OR BOARD CEILING JOIST- SIMPSON RBC AT 24" o.c. E.N. 3X FIRE—` BLOCK NOTES: BEAM PLYWOOD PER 2X8 LEDGER WITH \\-3X LUS, TYP, 1. FOR NONBEARING WALLS USE 1/2" DRILLED ANCHORS AT PLANS 16d @ 8" o.c. AND FIRE 4'-0" O.C. PER ICBO 1372. END DISTANCE = 6 (2)-16d AT EACH 2X8 LEDGER WITH BLOCK EMBED 3" MIN. NOTE: STUD 16d 0 8" o.c. AND 2. PROVIDE 2X STUD FIRE BLOCKING AT 8'-0" O.C. MIN. (2)-16d AT EACH —PLYWOOD PER 3. FOR OPEINING SIZES AND LOCATIONS SEE PLANS. FOR ADDINFO . NOTE: STUD PLANS 4. FOR BEARING WALLS AND SHEAR WALLS SEE STRUCTURAL PLANS, SEE DETAIL: FOR ADD INFO,---� SEE DETAIL: � 4 5, FOR SIZE OF TRIMMERS SEE PLAN, 2-2x MIN, 11 SHEAR TRANSFER 7 SHEAR TRANSFER RAFTER TO FLASH RIDGE 14 TYPICAL STUD WALL DETAIL BEAM PER PLAN RAFTER SIMPSON "CC" 2x RR PER PLAN POST ROOF SHT'G. PER PLAN 2X BLOCK SIMPSON A35 AT 16" O/C SIMP� 2 x SILL PLATE E.N. 2X C - J PER PLAN "I W/4-16d NAILS @ ITYP A35 ( 2X BLK'G, CONT. EACH SIDE (TYP) —2 X CRIPPLE STUD - - - - - - - WHERE OCCURES BEAM PER PLAN- 2-2x4 TOP PLATE AT 16" o.c. - - - - - - - - SIMP. CEILING JOIST CEILING JOIST MST 48 BEARING CONDITION WALL x PER HDR OR BM. WHERE OCCURS PLAN POST - --SIMPSON "CC" I PLYWOOD ABOVE HDR B.N. PER PLAN SIMP. A35 (TYP) fl 2 x SILL PLATE STUD WALL 12 CONNECTION DETAIL 8 4 SH TRANSFER I REVISION I fps U .1 H C) C:8 C040 0 ry W) o ARC DATE 011N� V) 0 g >-4 Cq 0 o C) 4J* In w m fl 13 0 pG 0 0 0 C:8 T fi z In 0 DRAWN BY: J&R Int'l., Inc. CHECKED BY: J&R Int'l., Inc. DESIGNED BY: J&R Int'l., Inc. DATE 10/11/04 SCALE AS NOTED JOB NO 04-143 FILE NAME: SD2 DRAWING SD2 OF SHEETS PLOT DAX: 04/04/05 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 1XI* 150(a): Minimum R-19 ceiling insulation. El150(b): Loose fill insulation manufacturer's labeled A -Value. rv--1 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U­value in metal frame walls (does L��J not apply to exterior mass walls). 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. 150(l): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permfinch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. LAJ 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration 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 Ult-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_1 LAJ I 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_1 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. A❑I 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. IAI 150(i): Setback thermostat on all applicable heating and/or cooling systems. F] 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-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 secfions 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: 050425 Page:5 of 13 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) V_ I F I A_ -I 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMG 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 ULISIB, If mastic or tape is used to seal 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 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 shalt 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. N-71 L��J 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, a circulation pump time switch. I/\ 115: Gas fired cent il furnaces, pool heaters, spa heaters or household cooking appliances have no confinulUsly burning (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) E1618 (o: (XI Roof mate t eet sp, criteria LiJMVures 1. FKI 150(k 1: es r I It kitchens shall have lamps with an efficacy 40 lumens/watt or gr r for eneral fight,4nkrt e s general lighting shall be controlled by a switch on a readily accessible It g control panel at an entrance to the kitchen, 1 2 ith a shower or bathtub must h at least one lurninaire with lamps with an effica 4 me Iwatt or ter 01"Me%lentra to the r or one of1be alternativetothis requirement at d action . (k)2,; and racesceilin es ar., (insulatffover) approved. Certificate Of COMDliance: Residential (Part 1 of 2) CF-1 R ALVARADO RESIDENCE ADDITION 4/21/2005 Project Title Date 1710 S Doreen Way 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 GENERAL INFORMATION Total Conditioned Floor Area: 2.340 fe Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: 1,540 fe Building Type: (check one or more) Fy-1 -1Addition IAI Single Family Detached I ❑ Single Family Attached R Existing Building ❑ Multi -Family FX1 Existing Plus Addition Front Orientation: (East) 90 deg Number of Dwelling Units: 1.00 Number of Stories: 2 Floor Construction Type: [j] Slab Floor F] Raised Floor Const. Component Frame Assembly Location/Comments Type Type U-Value (attic, garage, typical, etc.) Slab On Grade nLa 0.756 Covered Slab WIR-0.0 Perimeter Insulation Default Wall Prior to 1978 W ood 0.386 Exterior Wall Default Roof 1978 to Present W ood 0.047 Exterior Roof R-13Wall (W.13.2x4.16) W ood 0.088 Exterior Wall R-30 Roof (R.30.2x6.16) W ood 0.035 Exterior Roof FFNF.I;TRATION Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins (SF) U- Shading Yes / No Yes No Left (South) 60.0 0.60 0.65 Bug %�� El Fx1 F] nx Rear (West) 70,0 0.60 0.65 Bug Screen _j ❑ X El [x Rear (West) 5_3 128 0.83 Bug Screen F1 0 ❑ Right (North) 733 128 0.83 Bug Screen 0 in 0 FK1 Front (East) 24.0 0.60 0.65 Bug Screen El FRI F] Fx] Front (East) 13.3 1.04 0,76 Bug Screen n nX I X Riaht (North) 20.0 0.60 0.65 Bug Screen 1:1 M n 0 0 El F1 El n El El El F1 F] F1 1-1 1:1 El F] El El D 0 El Run Initiation Time: 040/05 0&41:36 Run Qode: 1114098096 EnergyPro, 3.1 By EnergySoft User Number: 2299 Job Number: 050425 Page:3 of 13 Certificate of Comp lance: Residential (Part 2 of 2) CF-1 R. ALVARADO RESIDENCE ADDITION 4/21/2005 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/HSPF) (ducts, attic, etc,) R-Value Type Comments Ventral Ei irnace 80%/- AFUE Ducts in A-ttic 4. Settaactc 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 Split Air Conditioner 10.0 SEER Ducts in Attic 42 RofhnCk New qVstem WATER HEATING SYSTEMS Water Heater Water Heater Distribution System Name Type Type Rated 1 Tank Energy FacO 1 External # in Input Cap. or Recovery Standby Tank Insul . Syst. Btu/hr (gal) Efficiency Loss (%) R-Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/br), 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 featuires 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: JOSE ALVARADO Title/Firm: J&R INTERNATIONAL, INC. Address: 1710 S Doreen Way Address: 2115 W. Crescent Avenue, Suite 252 Santa Ana, CA 92704 Telephone: (714) 865-6995 Telephone: Lic, #: (signature) (date) (si Enforcement Agency Name: Efrain Cilivas Title/Firm: ADVANCED TITLE 24 Address: 1235 N Harbor Blvd, Suite 235, Fullerton Telephone: (714) 525-9824 Anaheim, CA 92801 (714�774-3528 - 10/11/04 (date) 10/11/04 lEnerqvPro 3.1 By EnerqvSoft User Number: 2299 Job Number: 05042.5 PageA of 13 1 xl MT MON", Cm 7117 M.N M C:e 0*, Z > <Z T, I "q 00 U -4 ig M Z "A J Z 00 0 0 0 CIA w U 4.4Z00 0 0_4 0 pP4 0 0 0 0 0 R U Z0-4 Q Z F-4 F- 1-- W ir W Z 3: U) 0 DRAWN BY: J&R Intl, Inc. CHECKED BY: J&R Intl., Inc. DESIGNED BY: J&R Intl., Inc. DATE 10/11/04 SCALE NONE JOB NO 04-143 FILE NAME: EN-1 DRAWING N�l OF SHEETS lay PLOT DAM: 10/11/04 DO NOT SCALE THE DRAWING