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HomeMy WebLinkAbout10147517.pdfD D �Nc N-IL 11 it- ii X� 11, 11 11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------- - LIVING ROOM ------------ ------------ Iti Ell KITCHEN (E) FAU TO BE REMOVE (I,) DINING all I (E) 150 AT"S ELECTRICAL METER 'I'" D V:K4 A I Xr L-31:3 " EPUAL LEGEND 1& EXISTG 2x4 WOOD STUDS WALL TO RE -MAIN DENOTE MATERIAL TO BE A of, ta lob REMOVED .jet , "rowas of �'oo IMIA um - DEMOLITION PLAN � M � ��� SCALE: 1/4"=l'=O" u F----------------- (E) 30'-7" SETBACK (E) 150 AMPS ELECTRICAL METER I— — — — — — — — TO REMAIN FIELD � I I BY CONTRACTOR _6"I FAMILY ROOM I — — — — — — — — — — — — — — — F_ IL---- J I — — — — — TER (E) ROOM BEDROOM 2j LIVING ROOM D (E) I DINING Li— (E) 5'0" r SETBACKk KITCHEN _ (E) T oj ---------- (E) WATER HEATER TO 4'-6" REMAIN 41-6 t I GARAGE L —1--d LL_ _j k DRIVEWAY ly 4� --------- *9 - - - - - - - - - - - - - (E) 4'-IY SETBAC! RADIANT BARRIFA 0 MOF y fit.) OF-V FF11: W SIL'X,,/-P..R DRIVE SIT" PLAN SCALE: 1/81)=11=0$s SHEET INDEX A- I TITLE SHEET, SITE PLAN, DEMOLITION PLAN& MISC. DATA A- 2 FIRST FLOOR PLAN A- 3 SECOND FLOOR A-4 EXTERIOR ELEVATIONS A-5 ROOF PLAN & SECTIONS A-6 CONSTRUCTION DETAILS SGN STRUCTURAL GENERAL NOTES SI EXIST'G & NEW FOUNDATION PLAN AND DETAILS S2 2nd FLOOR & ROOF FRAMING PLAN SDI STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS EN -I TITLE 24 ENERGY FORMS 1115040-m J&R INTERNATIONAL, INC. 2225 W. BROADWAY AVE, E-301 ANAHEIM, CA. 92804 JOSE L. JUSITNIANO (714) 496-2737 joseIjustiniano@sbeglobal.net AP+E 3920 E. CORONADO ST., # 205 ANAHEIK CA_ 92807 SEANNOURANI 714.470.7768 wmourani@aol.com 4511 SILVER DR. SANTA ANA, CA 92703 SITE INFORMATION: ADVANCED 11M 24 12350 N. HARBOR BLVD., SUITE 235 FULIERTION, CA 92835 714.525.9824 t24@pacbeU&et CONSTRUCTION TYPE V-N NON SPRINKLFRED OCCUPANCY RI/U3 NUMBER OF STORY TWO SITE AREA :6,180 sq. ft. (E) HOUSE AREA (INCLUDE GARAGE) (F) :1,809 sq. ft. HOUSE AREA (EXCLUDE GARAGE) :1,366 sq. ft. (N) FIRST FLOOR ADDITION : 323 sq. ft. (N) SECOND FLOOR ADDITION :1,125 sq. ft. TOTAL AREA :3,257 sq. ft. TOTAL FOOT PRINT - 2,132 sq. ft. (34 % OF SITE AREA) t-% A 1 M TT- T-b MR. & MRS. OSCAR MENDEZ 4511 SILVER DR. SANTA ANA, CA 92703 LEGAL DESCRIPTION PARCEL No. 100-582-29 LOT No. 20Of_TRACT MAP No. 3669 CITY OF SANTA ANA COUNTY OF ORANGE 1. GENERAL CONTRACTOR To VERIFY ALL DIMENSIONS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO DESIGNER'S ATTENTION IN WRITING PRIOR TO START Or CONSTRUCTION. 2. GENERAL CONTRACTOR TO SECURE ALL NECESSARY PERMITS AS REQUIRED TO COMPLETE CONSTRUCTION. 3. ALL WORK TO CONFORM TO THE FOLLOWING. BUILDING CODE - CBC 2001 PLUMBING CODE - CPC 2001 MECHANICAL CODE - CMC 2001 ELECTRICAL CODE - CEC 2000 4. DIMENSIONS ARE FACE OF STUD TO FACE OF STUD U.N.O. 5. GENERAL CONTRACTOR SHALL INSTALL ALL REQUIRED BLOCKING FOR ALL EQUIPMENT, HANGERS, ETC, 6. ALL WORK SHALL CONFORM TO ALL LOCAL AND STATE CODES AND REGULATIONS. 7. INTERIOR WALLS SHALL BE FACED BOTH SIDES WITH 5/8" STANDARD DRYWALL.TYP. 8. PLAN CIIECK/PERMIT APPLICATION FOR WHICH NO PERMITS IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL EXPIRE BY LIMITATION PER SECTION 107.4 CBC. 9. ELECTRICAL WIRING SHALL BE COPPER, NO ALUMINUM WIRING ALLOWED UNLESS CONTINUOUS SPECIAL INSPECTION IS PROVIDED. CONSULT CITY ORDINANCE ARTICLE 110 AND SECTION 110-115. 10. RECESSED LIGHTS AT INSULATED CEILINGS SHALL BE UL LISTED FOR DIRECT CONTACT WITH INSULATION. (ITC FIXTURES). 11. PROVIDE WINDOWS THAT ARE RATED AND CERTIFIED FOR 20 LBS/SF OF WIND LOAD FOR THIS CLIMATE ZONE. 12. PROVIDE MOIST -STOP FLASHING AROUND ALL WINDOWS, DOORS AND OTHER OPENINGS. 13. PROVIDE BITCHUTHANE AT OTHER NEEDED LOCATIONS SUCH AS INTERSECTING EXTERIOR CONSTRUCTION SURFACES, SMALL EXTERIOR SHELVES AND AT EXTERIOR PENETRATIONS. 14. EXTERIOR STUCCO SHALL COMPLY WITH CHAPTER 25 CBC. PROVIDE SEPARATE INSPECTIONS FOR EACH "A INSPECTION AT PHASES OF EXrERI%--,V ASTER AS FOLLOW: SCRATCH COAT, BROWN COAT, AND COLOR N COAT. PROVIDE 60-MINUTE BUILDIN ",PAPER MINIMUM FOR EXTERI(JR, LL 15, PROVIDE TWO LAYERS OF GRADE "D" PAPER AT ALL EXTERIORS WA $ 00 BASE SHEATHING ANDI STUCCO COVERING PER SECTION 2506.4 CBC. BUILDING..,. 7� 16. NO PLASTIC WATER PIPING ALLOWED WITfiIWTFlfE 17. OWNER SHALL EMPLOY THE SERVICES OF REGIST D DEPUTY"TNSPtq 0* WHO MUST REPORT TO THE CITY BUILDING OFFICIAL PRIOR TO REPORTING T00 JOB SliiNl�� 18. 'THREE CONCRETE CYLINDER 'TEST SAMPLES SHALL BE TAKEN ANik,,rESTED FOR EACH ENGINEER OF RECORD TO FILL, N SPACE) 19. MINIMUM GRADE PLYWOOD AT OVERHANGS TO BE CCX OR IX T & G SHEATHING. 20. PROVIDE A MINIMUM CLASS A ROOFING MATERIAL WITH AN ICB0 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 DFSIGNER HAVE RESEARCHED THE PARCE128-SETBACKAT) EASEMENTS. THE PARCELS SETBACKS AND EASEMENTS ARE CORRECTLY SHOW ON 22. PLYWOOD SHEAR WALL JOINT AND SILL PLATE NAILING S 23. EAVES OVER REQUIRED WINDOWS SHALL BE AT LEAST 30 INCITE E SID RTY LINE,' I REVISION I NO. I DATE MKRSM Moml' fl T Cjn '('3 Z z z In' "B" 4 ft to 0 0 P4 o z 0 �.­l Ln P'00 0 6 0 0 0 < w CD 0 00 � all, alwatoot oil w z U) 0 W DRAWN BY: J R Int'l., Inc. CHECKED BY: J+ Int'l, Inc. DESIGNED BY: J�4�n DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME: A-1 DRAWING A�l OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ON-FIDFN-nFIr�.DHFRl--INWITHOTYrl-ffF WRITTEN AUTTIORWATIONOF J&RINTERNATIONALINC. THISDOCUMENT SliATI.NOTBF.RFPRODUCFDORMODIFIFDfNANYWAYWITHOUTTHFFXPRFSSEDWRITTF-NCONSF�NTOF J&RINTERNATIONAL,TNC. PLOT DATE 03/30 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 ,. % 3 2 s17z sDz A-fi l 4 I�TILE ROOF I.C.B.O. ES., REPORT # 4660, OVER 2 LAYERS 15# FELT. NEW 1 /2" CDX PLYWOOD ROOF NEW 2x FASCIA, SHEARING, PER STRUCT. PLANS. TO MATCH EXIST'G. TYP 2x8 ROOF RAFTERS @ 24"O.C., 2x8 ROOF RAFTERSlie PER STRUCTURAL PLANS. @ 24"O.C., PER 2x6 CEILING JOISTS @ 16"O.C., STRUCTURAL PLANS. PER STRUCTURAL PLANS. NEW 1 /2" CDX R30 INSULATION. PLYWOOD ROOF NEW ROOF PITCH, SHEARING, PER TO MATCH EXIST'G. STRUCT. PLANS. 5/8" GYP. BIRD. " @ ALL NEW WALLS 00 2x STUDS WALL @ 16"O.C., -- WITH R13 BATT INSULATION. " NEW 7/8' STUCCO, r TO MATCH EXIST'G 7 � ji � i )t A-b N ! i 00 ! NEW ROOF PITCH, TO MATCH EXIST'G. 5/8" GYP. BRD. @ ALL NEW WALLS NEW FAMILY ROOM }f 1 7 A-6 I, i STAIR LANDING (3) 2x14 STRINGERS TJI 230 x 14 @ 16" O.C., PER STRUCTURAL PLANS. 3 1/204 PSL BEAM, PER STRUCTURAL PLANS. SIMPSON "U" HANGER 'i i" :lii EA. SIDE OF STRINGERS 2X12 LEDGER WITH 16d NAILS @ 8" ox., AND (2)-16d AT EA. STUD PROVIDE A35 @ EA. SIDE OF STRINGERS x4 BLOCK i 2x4STUDS WALL @ 16" O.C, 4 10 S sz snz A-6 FLOOR SHEATING, PER STRUCTURAL PLANS. PROVIDE A35 @ 24'-5" GENERAL LEGEND 6-0" 13'-7" 6'-0" EXISYG 2x4 WOOD STUDS (E) EXISTING WALL TO REMAIN (N) NEW (N) 6'-0"x k'-0" VINYL (N) G-ON4 -0" VINYL PROOF (N) CONCRETE NEW 2x4 WOODS STUDS SIDER WINDOW SLIDER NDOW WATER LANDING W/ 1/4" PER WALLS _ W/ CLEAR _ GLASS W/ CLEARGLASS FOOT _ G F { FOOT SLOPE MAX. C - _ _ _ _ _ -BY: WIND W MASTER- WIND _ BY: W MASTER - - - - (SEC. 1004.9 UBC)) NEW 2x6 WOOD STUDS ( I WALLS 1 F IrV { { ELECTRICAL LEGEND { {rlos { 4.12 I 4:12 { NSIN x,v I SLOPE { SLOPE ✓...x n NOTE: { - - �. I --- - .•-• :.:'1.,� .. a A-1 ALL LIGHT SWITCHES TO BE DIMMER (EXCEPTION. FLUORESCENT LIGHT SWITCIIES) '1 = 110 V DUPLEX OUTLET + 12 U.N.O. - - SINGLE POLE TOGGLE SWITCH r - Q 3 +40" U,N.O.3: 3 WAY SWITCH I { FAMILY ROAMS l « �q+ GFI: GROUND FAULT INTERRUPTER G jI:� i 1 T 1.. :. " p a Z WP: WEATHERPROOF SURFACE MOUNTED I CEILING LIGHT {A`•i i i { `�• WW :'f p E� N 1/2 HOT I'� q { ` 4 3'.` SURFACE MOUNTED WALL 110 V FOURPLEX OUTLET LIGHT FIXTURE { I PROOF = 110 V DUPLEX OUTLET IN FLOOR ® RECESSED LIGHT FIXTURE { I 3"-0" WATER I I { 15'-11" ( 7'-8" G•F.1, HB TELEVISIONJACK EXIIAUSTFAN 1-.--.---- ----- ---------- - _____---___J___.....__-. -� � CONFUTER TERMINAL SD HARD WIRED WITH BATTERY I {l BACK UP SMOKE DETECTOR 2 (E) 6'-O"A4'-0" VINYL. (E) 6'-O"x4'-0" VINYL, / I� rn 44 TELEPHONE JACK I I J SLIDER WINDOW SLIDER WINDOW i {� c, FLUORESCENT TUBE, SIZE 1 4:12 I / i� / n� Imo, NOTED LOPE I + I z14 - +mq HOSE BIBB H8 DSO HOSE BIBB W/ SHUTOFF ---{-FG FUEL GAS -$ FIREPLACE KEY ELECTRICAL NO'T'ES KEY NOTES { 7 ----- ---- a -6 - �� 1 I 1. PROVIDE ONE WALL SWITCH -CONTROLLED " " „ _ —— ___ ____ _______� {- ( �1 PROVIDE TYPE X GYP. ii - - i, - - - t I I LIGHTING OUTLET AT THE EXTERIOR SIDE OF BRD. ! { OUTDOOR ENTRANCES OR EXITS, ETC. {210-70-a (E) j 11 f i (N) MEP_ CQMI�'UTER I NEC) EX. AT GARAGE MAIN DOOR. LIVINGRQQM 1 * I U �, ___ ____a VENT, ROOM / I m2 PRE FIREPLACE. TYP.2. PROVIDE GROUND -FAULT I PROTECTION CIRCUIT-INTERRUPTER �SUPERIOR FIREPLACE EST.48 ICBO#2301 () I 4:12 I FOR ALL 125 VOLT, SINGLE-PHASE 15-AND INSTALLED PER MFG. SPECS. STONE 1NON 2 BEDRQQM 2 1 SLOPE I 20-AMPERE RECEPTACLES INSTALLED IN COMB. 4" THICK MIN. HEARTH, _f_Y-6 � r 01 g} -3'-6" ! BATHROOMS, GARAGES (EXCEPT DEDICATED '2 I OUTLES) AND OUTDOORS WITHIN 6-6" OF � CONCRETE LANDING W/ 1/4" PER FOOT GRADE. 210-8 ( (a) NEC) SLOPE MAX. (SEC.1W4.9 UBC) " I A-_ 4'-4" INSIDE 1 3. PROVIDE WATER PROTECTION FOR ALL CIEAR _ 1 � 2'-8"x6'-8" DOOR WITH SELF -CLOSING, I I RECEPTACLES INSTALLED OUTDOORS. (410-57 _ , { I TIGHT -FITTING, SOLID WOOD 1-3t8 INCH NEC) O O f ( GFI I THICK DOOR OR 20 MINUTE LABELED f (N} 1 4. ALL: LIGHT FIXTURES IN BATHROOM & DOOR AT OPENING TO .DWELLING. 302.4 GFI ® GFI s T 4"x6'-8" j I KITCHEN AREAS SHALT, BE FLUORESCENT. EXCEP. 3) (DOES NOT APPLY TO ONE-STORY GFI _ 68.57 F.F. DOOR I G TURFS TO BF SELEC:'I: Ei l BY THE OVV1vER PER ELEVATION ' I I LI HT FTX CERTIVATE SURVEY ...-- - ` I 1 5. EIECTRICAL, LIGHT SWITCHES FOR BEDROOMS (E) MASTER I I TO BE ON ARCH FAULT CIRCUIT. 2 BFDRQOM 1 I I I 1 6. PROVIDE A.F.C.I. PROTECTION FOR BEDROOM CIRCUITS. f I N { 7. PROVIDE BATHROOM A MINIMUM OF (1) 20 AMP CIRCUIT RECEPTACLE OUTLET. SUCH CIRCUIT SHALL HAVE NO I �, I I 1 I OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN (F i 6 jj. _ _ - # ONE BATHROOM (CEC 210-52 (d)). (E) 1 / ` ' \ I� H 8. TOSNEAREST �COZi3 WATER PIPE GROUNDPER CEC MINIMUM 0 COPPER GFI KITCHEN I S' O I Cy / I \ y _ 2 ' 10 ¢ rq R 3 -� i iW PLUMBING NOTES W v- GFI GFI I f r N Z N I I I ` ( >'" 1. PLUMBING FACILITIES, INCLUDING LAUNDRY FACILITIES, I SHALL BE PROVIDED IN ACCORDANCE WITH TI­IE 1 I 1 4:12 I 4:12 _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ _ - CALIFORNIA PLUMBING CODE (CPC) SECTION 413.0 A-6 I O I ` GFI I SLOPE I SLOPE (�3' 0„,-0„VINYL (E) 6' 0`�Z4' 0" VINYL AND CPC TABLE 4-L I 1 DER WINDOW SLIDER WINDOW 1 _ ia I ,/ I 1 1 � I r I — — I (N) I _ Z i _ _ _ _ (N) 3 -0 6�� oAx _ _ _ I 2'-8�-8 I W(E) CLOTHES I 1 WOOD OOR W/ (E) ATER �' WASHER I i GENERAL NOTES I 1 HEATER'TO I I SIDEL GHTS W/ 1 I REMAIN I I DUAL MPERED -' (E) CLOTHES GLAS CI..EAR. 1. GLASS AND GLAZING SHALL BE IN ACCORDANCE WITH 2 1 2 " f - DRYER I 1 I CBC CHAPTER 24. (E) GARAGE Ti 2' 8' 2t811 { 2. ALL WINDOWS AND DOORS HAVING GLAZING. INDICATE I I I 1 I I I THE TYPE AND THICKNESS OF EACH LIGHT OF GLAZING I GARAGE DOOR I I ON THE DRAWINGS SHOWING COMPLIANCE WITH CBC } t OPENER I l SECTIONS 2403, 2404 AND 2406. 4.12 I + 1 4:12 it 1 3, SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE 1 SLOPE (— j SLOPE I 1 I VERTICAL SEPARATION I l 1 ALL 2x WALLS W/ 1 I.AYER OF I I 5/8" TYPE 'X' GYP. BRD. EA. SIDE. I I I I-- GFI I -------------� I i i I I I 1 !1 �. - - f- -HORIZONTAL SEPARATION 'L _� - _ _i J) CATEGORY 11 CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2. 4. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS SHALL HAVE CATEGORY H CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2. 5. PERMISSIBLE NOTCHING AND BORING OF JOIST ARE TO BE SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. / 1 LAYERS OF TYPE'X' GYP. BRD. @ Cix�. 1 I / / PENETRATIONS OF THE ONE HR. WALL I 1 / / SHALL BE CAULKED FULLY W/ 1/4" MIN. I C7 BEAD OF 3M FIRE BARRIER OR CP25 \ I I / .. a CAULK. 7 I I FOR MORE INFO SEE DETAIL: 1 / OPENINGS BETWEEN BALUSTERS SHALL NOT ALLOW A 4" SPHERE CARPORT). ® FULL HEIGHT LINEN CABINET. VENEER / FIREPLACE FOR FIREPLACE / CHIMNEY SPECIFY THE FOLLOWING: A. CHIMNEY SHALL EXTEND 2 FEET ABOVE ROOF/WALL WITHIN 10 FEET. (T 31-B) B. ANCHOR CHIMNEY TO FLOOR AND ROOF / CEILING JOISTS. REINFORCE MASONRY CHIMNEY PER SECTION 3102.4.3. C. SPARK ARRESTOR REQUIRED. (3102.3.8) FOR FACTORY BUILT METAL FIREPLACE SPECIFY: 31( 02.5) A. MANUFACTURER, MODEL AND ICBO/UL NUMBER. B. FACTORY BUILT METAL FIREPLACE INSTALLATION AND USE SHALL. BE IN ACCORDANCE WITH ITS LISTING. 6. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25 %/40% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALT. NOT EXCEED 40 %(60%© RESPECTIVELY. IN NO CASE SHALL 'I'I-IE EDGE OF `:[TIE BORED HOLE VE NEARER THAN 5/8 INCH TO T14E EDGE OF THE STUD. (2320.11.9 AND 2320.11.10) T CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO THE OUTSIDE. EXHAUST DUCT MUST BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FEET WITH 2 ELBOWS. THE DUCT LENGTH SHALL BE REDUCED BY 2 FT. FOR EVERY ELBOW IN EXESS OF TWO. (MC 504, 908) 8. CLOTHES DRYER MOISTURE EXHAUST DUCT SHAL BE 4 INCHES IN DIAMETER AND LEGTH IS LIMITED TO 14 FEET WITH TWO ELBOWS FROM THE CLOTHES DRYER TO POINT OF TERMINATION. DUCT LENGTH SHALL BE REDUCED FOR 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO. (MC 908) ! EA. SIDE OF STRINGERS G.F.I. WATE 'NNYL- TO PASS THROUGH.coNc. `v "' wA5> I (N) 6'-O"x4'-0" PROOF SEE DETAIL; g (PAINTED) " SIMP. A35 @ 24"O.C. SLIDERWII<IJASW AIi O W( CLEAR G S BY: WINDOW MASTER tt < -- W. STL. PIPE GaALV. w.. PILLED W/CAONC. �i EQ EQ ° " (PANTED) 3-2x 14 STRINGERS, PER STRUCTURAL PLANS. rit _ EXi5T Gs SLAG ON Csl2,ADE 2x6 FLOOR JOISTS @ 16" O.0 AAZ -�.� �* PER STRUCTURAL PLANS. 2x4 STUDS WALL @ 16" O.C. EXIST'G SLAB ON GRADE Ist a 4 . SCALE: 1 f4"=1'=0" / 1,181 Sq. ft. x, x..a, RAILING, SEE DETAIL; A6 04 BAf2Ia• LONGS I( / TWFa PIPE AND e + . ��= _- MELDED PLAN VIEW Ck WINDING STAIR. 2 PIPE GUARD DETAIL 1 REVISION D 27-05 27-05 j� s t 3, } t W .4 C^• ao a W � z Gz.f • f ot- �'��.,' 'v wT r o 0 z 04 u o *� ' �: 0 r-� 0 i�i d til m 1 0 W + G" C \ u w _j W �i 0 DRAWN BY: J&R int'i., Inc. CHECKED BY: J&R int'I, Inc. DESIGNED BY: J&R Intl, Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME: A-2 DRAWING A...2 OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC, AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENI'IITED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT TILE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 09/02/05 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 Y-6" 12'-10" i 46'-2" 83-111 Y-6" T-T' 15'-0V2" 21'-9" 6,-8V" j r r---------------- -T--.---I------ __.-111 It 1111 If 111 If it it it it it it it 111111111111 1111 IIjLLjjmLa I 1 I I I r r ( 1 { I ® i a a i r I a i 1 a r i 1 1 r ca 1 I I , „ 1 j (N) 4, -0 `C4 0 VINYL (N) 6'-0"x4t-0" VINYL. 60 SLIDER NDOW SLIDER NDOW ! _ j W/ CIS GLASS ! 1 1 -- BY: WI _OW W/ CLE�GLASS MA�TER- - - � BY: WINDOW MASTER ` I / 1 rrt1 V I ( 4i© ( I c \ i BEDROOM 2 j / 1 r 1 , ton fa \ i/{.. 0 2-10j2 4„ 4,+ 2 10f2 cv i t __---------1 - S io } `+ 1 \ { / I \ iv 1 -, I / v 1 / I \ \ / — I I a I COMB. AIR VENT & INTAKE TUBES UP TIIRUROOF V (N) I f \ r-1 n UR 11 If 11 I'l If 11111 If If If If If If If If If I y -8LV- __ �--4 g"-� ___ _ __ _ _}--M'-4"- TDN------j 1T-11" �v ! // w! I T4x6-8" 1 vv OI �t DOOR I i I r� L — � I ,» I - I I ��J LJ BEDROOMSRE i 2 GFI I PLC I \\ ! - - - ❑ ! in t� OIM I /T\ \- ------------------_______ _ - __� _ - i t ; z �.-_�.� a C1�1T'RAL I� FAU I PLYWOOD _� __. _ .-PLATFORM >w 30M 1 2 (N) WALK-IN a - � � T V. ROOM CLOSET I 4 Y-6" p C& 7-5" 1 I ° vv �'�v --� (N) rt 24rtl/ y v 2'-6"W-8" / r 2'„x6,-$„ 1 i Z \ \ DOOR _4 / ill ! m DOUR I \ / ! \ I a ( i 1 At Y-2' CLR i 2'-4"x6'-8" 2'-4' x6'-8" j j i (N)-5'-0 W (T VAT I - _ - - - - - - ( (N) 64IA44-0" VINYL i 71 1 ! DOOR O DOOR I SI.IDEF.RjNDOW 1 SLIDER WINDOW 1 ai Imo_ I 3 r i W/CLE GLASS L------------ W/D.L.EAlz G ASS------------ BY: WIND W MASTER BY: WINDOW MASTER 1 , r GFI Y-O" CL.R i 4'-5" 1 I N) I L _ _ _ _ _ a SD 2'-6 x6'-8' I ! D4 OR { (N) MECH. I I 1 VENTS. - - - - - - - - , - - - - a TYP. I Iw a I I 1 i i ! ( I pq (N) MASTER 1 I BEDROOM 1 I I I r r A—S I I I i r r E 1 1 I I 1 I 1 x 1 I I I t a C r r - - - - - - - 1 i � acre �✓ �,+ !=it if if It it it Il I 11I! I IN) 6-0794'4" VINYL., { ! SLIDER WINDOW I W/ CLEAR GLASS L_--_T----4BY:WINDOWMASTER -� r --------------- I 6'-8Y2„ 1 6-8Y„ Y-11" i_ 15'-1f2" ; 6-8I/2" 3'-6" 13'-5°' 1 A-5 SCALE: 1 /4"=1'=0" f 1,181 sq. ft. Y-6" 46-T 25`-9" GENERAL LEGEND EXIST'G 2x4 WOOD STUDS WALL TO REMAIN l���ZL�ZQ NEW 2x4 WOOD STUDS WALLS NEW 2x6 WOOD STUDS WALLS ELECTRICAL LEGEND NOTE: �n ALL LIGHT SWITCHES TO BE DIMMER (EXCEF _ 110 V DUPLEX OUTLET + 12" U.N.O. GFI: GROUND FAULT INTERRUPTER WP: WEATHERPROOF -- 1/2 HOT I10 V F0URPLEX OUTLET 110 V DUPLEX OUTLET IN FLOOR -�}- TELEVISIONJACK COMPUTER TERMINAL 0 - TELEPHONE JACK ELECTRICAL NOTES (E) EXISTING (N) NEW TION: FLUORESCENT LIGHT SWITCHES) - C- SINGLE POLE TOGGLE SWITCH 3 +40" U.N.O.3: 3 WAY SWITCH SURFACE MOUNTED CEILING LIGHT FIXTURE I o SURFACE MOUNTED WALL LIGHT FIXTURE ® RECESSED LIGHT FIXTURE EXHAUST FAN SD HARD WIRED WITH BATTERY BACK UP SMOKE DETECTOR FLUORESCENT TUBE, SIZE NOTED 1. PROVIDE ONE WALL., SWITCH -CONTROLLED LIGHTING OUTLET AT THE EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS, ETC. (210-70-a NEC) EX. AT GARAGE MAIN DOOR. 2. PROVIDE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION (Gr T) FOR ALL 125 VOLT, SINGLE-PHASE 15-AND 20-AMPERE RECEPTACLES INSTALLED IN BAT MOOMS, GARAGES (EXCEPT DEDICATED c*; OUTL.ES) AND OUTDOORS WITHIN 6-6" OF " GRADE. (210-8(a) NEC) 3. PROVIDE WATER PROTECTION FOR ALL RECEPTACLES INSTALLED OUTDOORS. (410-57 NEC) 4. ALL LIGHT FIXTURES IN BATHROOM & KITCHEN AREAS SHALL BE FLUORESCENT. t"y LIGHT FIXTURES TO BE SELECTED BY THE OWNER. 5. ELECTRICAL LIGHT SWITCHES FOR BEDROOMS TO BE ON ARCH FAULT CIRCUIT. 6. PROVIDE A.F.C.I. PROTECTION FOR BEDROOM CIRCUITS. 7. PROVIDE BATHROOM A MINIMUM OF (1) 20-AMP CIRCUIT RECEPTACLE OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM (CEC 210-52 (d)). 8. INSTALL MINIMUM 20 ft. LIFER GROUND MINIMUM 1 #2 COPPER TO NEAREST COLD WATER PIPE GROUND PER CEC 250. PLUMBING NOTES _ 1. PLUMBING FACILITIES, INCLUDING LAUNDRY FACILITIES, SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC) SECTION 413.0 AND CPC TABLE 4-1. GENERAL NOTES 1. GLASS AND GLAZING SHALL BE IN ACCORDANCE WITH CBC CHAPTER 24. 2, ALL WINDOWS AND DOORS HAVING GLAZING. INDICATE TIIE TYPE AND THICKNESS OF EACH LIGHT OF GLAZING ON THE DRAWINGS SHOWING COMPLIANCE WITH CBC SECTIONS 2403, 2404 AND 2406. 3. SLIDING GLASS DOORS (PATIO TYPE) SHALL HAVE CATEGORY II CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD, 24-2. 4. GLAZING IN DOORS AND ENCLOSURES FOR BATHTUBS AND SHOWERS SHALL HAVE CATEGORY II CLASSIFICATION PER CBC CHAPTER 24 AND UBC STD. 24-2. 5. PERMISSIBLE NOTCHING AND BORING OF JOIST ARE TO BE SHOWN ON THE PLANS AND SHAILNOT EXCEED CBC SECTION 2320.8.3 ALLOWANCES. 6. NOTCHING OF EXTERIOR AND BEARING/NONBEARING WALLS SHALL NOT EXCEED 25 %/40% RESPECTIVELY. BORED HOLES IN BEARING/NONBEARING WALLS SHALL NOT EXCEED 40 %/60 % RESPECTIVELY, IN NO CASE SHALL THE EDGE OF THE BORED HOLE VE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. (2320.11.9 AND 2320.11.10) * THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRO 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. KEY NOTES —+HB HOSE BIBB H8 DSO HOSE BIBB W/ SHUTOFF —+FO FUEL GAS --$- FIREPLACE KEY r .l 30"00" ATTIC ACCESS. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIAL OTHER THAN STRUCTURAL ELEMENTS SHAL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II. SWING DOOR OUTWARD. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1.024 SQ. IN. OF FLOOR AREA. AND ENCOMPASS 30 INCH DIAMETER CIRCLE. (807.1.3, 2406, 2407, AND PC4I2.0) n LOW FLUSH. 1.6 GALLON TOILET FIXTURE. n4 SHELF AND POLE. ❑5 FULL HEIGHT LINEN CABINET. Q RECESSED MEDICINE CABINET. 24" x 24" SIDE WALL RETURN GRILLE (FILTER BACK & HINGED) THE FOLLOWING ARE REQUIRED FOR FURNACE OR COMFORT COOLING EQUIPMENT IN AN ATTICC: A. SCUTTLE 22N30" 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. (MC806.2) 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. WRITTEN CONSENT OF J&R INTERNATIONAL, INC. REVISION �t I ti� z 4 g , W �j cow W � k g4 trl 'CT' T�fks�i 2 tw tL r i� Q C)0orl Ix U t ram+ ✓ �' cri Q w L1 0 d O It r--! a ItFM� � U Cn tai T,- h W w Z In o ��ese®s DRAWN BY: J&R Int'I., Inc. CHECKED BY: J&R Int'l, Inc. DESIGNED BY: J&R Intl, Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME: A-3 DRAWING Aerr 3 OF SHEETS PLOT DATE: 03/30/05 DO NOT SCALE THE DRAWING 2 2x8 ROOF RAF-fER TILE ROOF I.C.B.O. E.S. A-5 @ 24 O.C., PER REPORT # 4660 OVER STRUCT. DWGS. 2 LAYERS 15 FELT. TYP R_ IL EM IN PROVIDE 2x4 TUDS 5/8" RADIANT BARRIER @ 16 O.C. 4:12 1 4:12 GYP. SLOPE SLOPE TYP. R 13 BATT BRD. 2x6 CLG. JOIST INSULATION 16 O.C., PER STRUCT. DWGS. W/ R30 INSULATION �A-5) NEW STUCCO II �A-6) �A-5) TO NIATCH EXISTG 12" RADIUS 12" RADIUS TILE ROOF, I.C.B.O. E.S. u 7- SEMI -CIRCLE SEMI -CIRCLE 'R REPORT #4660OVE 12 ATTIC VENTS ATTIC VENTS 2 LAYERS 15 FELT 4 1.6 Sq. Ft. 1.6 Sq. Ft. 2,.,4 S� S (N) WALK-IN CN) (N) 16 U '�W�AA (N) MASTER BEDROOM (N) STORAGE U CLOSET CL HAL:L (N) BEDROOM ILI A-6 A-6 rLl Sim, L—PROVIDE ':1 .03 _TT RADIANT BARRIER - 14 TYP 17 (N) I -FL JOIST (N) I -FLOOR JOIST (N) I -FLOOR JOIST 12" RADIUS @ 16 O.C.PER @ 16 O.C. PER 16 O.C. PER __TTFrnTTlrTr_u li ji 111111 it 111111 �l !I I I Lill A-6 SEMI -CIRCLE STRUCT. DWGS STRUCT. DWGS STRUCT. DWGS ATTIC VENTS 4:12 4:12 =U= 1.6 Sq. Ft. w - SLOPE SLOPE EE (E) KITCHEN (E) LIVING ROOM FAMILY 12" RADIUS (E) GARAGE SEMI -CIRCLE ATTIC VENTS 01.6 Sq. Ft. 74 13 rl 4 S, �-5 A-6) 77 6 \ �-6 4:12 4:12 CIO i�� SLOPE SLOPE sect SCALE: 1/4pp=1$=0)o TH EH-Tl= -m I FIT V A-6 1212 sq. ft./150=8.08 sq. ft. ATTIC VENTILATION AREA REQUIRED A-6 9.6 sq. ft. ATTIC VENTILATION 4:12 4:12 AREA PROVIDED W ROOF RAFTER SLOPE SLOPE @ 24 O.C., PER ATTIC VENTS SHALL NOT EXCEED 144 SQUARE INCHES STRUCT. DWGS. A-5 AND SHALL BE, COVERED WITH CORROSION RESISTANT TILE ROOF I.C.B.O. E.S. REPORT # 4660 OVER PROVIDE 1 2 WIRE MESH WITH MESH OPENING OF 1/4 INCH. 2 LAYERS 15 FELT. TYP RADIANTBARRIER 12" RADIUS 12" RADIU TYP. A-5 SENII-CIRCLE SEMI-CIRQ.E A] *1 C VENTS ATTIC VENrs THE NET FREE VENTILATING AREA SHALL NOT BE LESS 1.6 Sq. Ft. 1.6 Sq. Ft. THAN 1/150 OF "THE AREA OF THE SPACE VENTILATED. I COMPLIANCE BY CBC98 SECTION 15053 (VENTILATION) 518" 5/8" GYP. GYP.— 2 BRD. BRD. � �-6 2x6 CLG. JOIST 3 Ca, 16 O.C., PER A-5 STRUCT. DWGS. THE ROOF I.C.B.O. E.S. W/ R30 INSULATION TYP REPORT # 4660 OVER 4x10 BEAM, 12 2 LAYERS 15 FELT PER STRUCT. PLANS W FLOOR JOIST, 0 PER STRUCT. PLANS 0 WE A-6 LAP JOISTS WITH STUDS 'SIM WITH 5-16d PER JOIST ;x 91.4 w OVIDE = u RADIANT BARRIER 2x BLOKING TIP rl EXISTG CONCRETE 7 (N) I -FLOOR JOIST 6 00 �-6 @ 16 O.C. PER SLAB ON GRADE A-5 STRUCT. DWGS LE) GARAGE 71 - -------------------------- ROOF PLAN GE) SCALE: 1/4"=1'=0p' sectl4311 IV SCALE: 1/4"=l'=0" SCALE: 1/4"=1'=0" THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SER V'ICE 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 WM-IOUT THE WRITTEN AUTHORIZATION Of, J&R INTERNATIONAL, INC, THIS DOCUMENT SHALL NOT BE REPRODUCE SENT OF J&R INTERNATIONAL, INC. I REVISION I 'N ZZ I C-11) Con R ig z 03 OF— ON >;4 z u< - 4 ;4 0 C) 0 Z 000 r-4 Z o 0 0 0 < 0 Z o z .< w & Ill ILI T z 3: U) 0 DRAWN BY: J&R Int'l., Inc. CHECKED BY: J&R Int'l, Inc. DESIGNED BY. J&R Int'l, Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME: A-5 DRAWING A.�.5 OF SHEETS PLOT DATE 03/04/04 * GENERAL CONTRACTOR TO VERIFY ALL, DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUSI' BE BROUGHT '10 J&R INTERNAlIONAL, INC. AYIENJION IN WRIJINU PRIOR 1-0 S IAXI_ OP CONS IRUCHON. DO NOT SCALE THE DRAWING EAST ELEVATION SCALE: 1/4"=1'=0" 12 ■ WEST ELEVATION SCALE: 1/4"=1'=0" NEW STUCCO TO MATCH EXISTG NEW STUCCO TO MATCH EXISTG 4 TYP @ ALL WINDOWS 12 14 OPENABLE AREA 5.7 SQ. FL MIN. u 20" CLEAR (MIN)-" FINISHED FLOOR F.F. 4 OPENABLE AREA 5.7 SQ. Fr. MIN. 341/8" CLEAR (FOR MIN. 24" HEIGHT) ALL SLEEPING ROOMS IN DWELLING UNITS BELOW THE FOURTH FLOOR SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY OR RESCUE. THE EMERGENCY WINDOW OR DOOR SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A FULL CLEAR OPENING WrfIIOUT THE, USE Or, SEPARATE TOOLS. ESCAPE OR RESCUE WINDOWS SHALT. 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. WIDTH 27.51 28128.51[---2-9129.5 352..35 -3-39 1 I HEIGHT WIDTH 299.8 1 29.3 W.5 28.8 21[2ql5 28 3 27.8FF2-73-.6 22 20.5 2361..95 FiW2-1-51F 2&4351 P361.51 -2-41 ffF--3-271[2 N315F3218b�[LALA13o.4 7 F B] [F24. 2-5-.5 IF26F 2343..55F1 -1 243.411 2-6-.51[ 2334.. 8 27 ,ur HEW1 F 40111 �I 38. 38. 117'; 1 -16 51 NEW STUCCO TO MATCH EXISTG NEW STUCCO TO MATCH EXISTG TYP a Mi it, m a, A -a aq MIN 3 Al NEW 2 x FASCIA TO MATCH EXISTG 4 12 NEW PITCH TO MATCH EXISTG go �mv Boom son soon, loss long, STUCCO SPECS. `TYPICAL STUCCO: 7/8" STUCCO CEMENT PLASTER W/ EXPANDED METAL LATH OR WOVEN WIRE LATH FASTENED W/ 16 GA. STAPLES @ 6" O.C. I N A ITloil 1 (1), ----- - I =1 TYP 3 DECORATIVE COMLUMNS 12 41 NEW "TILE ROOF OVER 2 LAYERS 15# FELT BY: EAGLE ROOFING PRODUCTS CO. I.C.B.O. E.S. REPORT # 4660 3 4 NEW TILE ROOF OVER 2 LAYERS 15# FELT BY: EAGLE ROOFING PRODUCTS CO. I.C.B.O. E.S. REPORT # 4660 NEW STUCCO TO MATCH - EXIST'G TYP cv TYP 4 NEW 2 x FASCIA TO MATCH EXISTG F.F. I REVISION a-3 r Rm"m E, 0, '3 N, P", R z -.5 'Ar z 0 Z 0 ( ) 0 )-* P-4 P4 U 0 0 0 0-4 0 6 0 0 w 09 < 0 rn z 0 u 0�� W ���� LI- w ) Lu 0 DRAWN BY: J&R Int'l., Inc. CHECKED BY: J&R Int'l, Inc. DESIGNED BY: J&R Int), Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME, A-4 DRAWING A-4 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 TDFNTWWDHEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R INTERNATIONAL- INC- THIS DOCUMENT SHALL NOT BE REPRODUCED OR MOD ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R MERNA'ITONAT.- INC GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. - - - - --- PLOT DATE: 03/04/05 DO NOT SCALE THE DRAWING FLOOR JOIST s 24' O.C. MAX W/ 1/2' THK. MIN. PLYWOOD SHTG W1 EXTERIOR GLUE APPLIED AT g 2x ROOF RAFTER RIGHT ANGLES TO TOP OF JOIST STUCCO 0/ 2X STUD WALL HANDRAIL, SEE DETAIL 3/4' PLYWOOD THREADS e Iro O.C, PER STRUCT. DUjGS. W1 8d NAILS BLQG.PAPER 4 RISERS 12 2X P.T. SILL ROOF 5HEAT'G, 4 PLYWOOD 51 SEE STRUCT. DUGS. 2X WALL ABOVE eWHERE OCCURS) CONC. FOUNDATION (3) 2 x 14 STRINGERS TILE ROOF OVER STUCCO WEEP 2 LAYERS 15# FELT ✓ BEAM, SEE STRUCTURAL— FIN, GRADE a 4' MIN. ABOVE EARTH SPACE BETWEEN 10' MIN. Y12 \22, a� N 2' MIN. ABOVE PAVED AREAS BALUSTRADES 3A/4' ........ ........ .... MAX, —2-2x4 TOP PLATES A BASE LAYER 5/V THK.TYPE 'X' GYP. BD. BALUSTRADES — R-13 BATT INSULATION APPLIED AT RIGHT ANGLES TO J015T 24' O.C. —1/2' GYP. BD. W1 1-1/4* TYPE 5 OR TYPE W DRYWALL SCREWS 24' O.G. FACE LAYER 5/6' THK_ TYPE 'X" GYP.[I, —WOOD CAP AT CURB x MAX 1: —-m STUCCO 2x4 STUDS 16-O.C. WINO BD. APPLIED AT RIGHT ANGLES TO JOIST THROUGH PLUMBING 4 2x& STUDS -s BASE LAYER W1 1-1/6' TYPE 6 OR TYPE W DRYWALL rzz-A IWO-C. W1 PLUMBING SCREWS 12' O.C. AT JOINTS AND INTERMEDIATE JOIST. TYPICAL STUCCO: 1/8' STUCCO CEMENT PLASTER WOOD TRIM AT CURB 2x FASCIA FACE LAYER JOINT OFFSET 24' FROM BASE LAYER JOINTS, 1-1/2' TYPE G DRYWALL SCREWS PLACED W1 EXPANDED METAL LATH OR WOVEN WIRE LATH \-2x4 PTDF THRUST PLATE 1•2x C. J_ 6 Iro" O.C., PER 1-0. 2' BACr, ON EITHER SIDE OF FACE LAYER END FASTENED W1 I(o GA. STAPLES -a VO.C. ANCHORED W1 REDHEAD OVERHANG STRUCT. DU.446. W/R-30 JOINTS, 12* O.C. SHOT PINS 6 24' O.C. W1 ?r BATT INSULATION 2' DIA. WASHERS I-HR_ CONSTRUCTION COMPLIES W1 CHAPTER I TABLE I ITEM NO. 21-1.1 UBr_ 'SCALE SCALE SCALE SCALE SCALE 1 -HR. FLOOR CEILING 17 STUCCOWEEPSCREED 13 RAILING ELEVATION 9 STAIR (BOTTOM) EAVE SLOPING ROOF N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. STUCCO FIN15H 2x STUD WALL P OR TILE COLOR COAT o/ HIGH FRAMING MEMBERS INTERIOR FINISH PLYWOOD SU5FLOOR 2x NAILER DENSITY FOAM TRIM 2" ROOFING MATERIAL 1-1/2" HARDWOOD HANDRAIL, SEE DETAIL 20/- MAX,MORTAR PLYWOOD SHEATHING MIN - 10' MIN. F: WHERE OCCURS XI ROOF SHEATING (2) WOOD SCREWS PER BRACKET ROOF TILE lu STONE VENEER ON () 1— 1/0" THK, x 3/8" DIA_ STEEL PLATE UNDERLAYMENT STUCCO BROWN COPPER VALLEY _=­11- W1 5/W x 3-5' LG LAG BOLTS COAT FLASHING 26 GA. MIK x lu U- I'MAX -4 PLYWOOD SHEATHING fY > 37 + SILL PLATE IAS' THK x 3/6' DIA. STEEL PLATE W1 r,/&' x 3.5' Ln LAG BOLTS ELEVATION VIEW DOUBLE JOIST OR BEAM FOUNDATION PER PLAN SECTION VIEW RETURN HANDRAIL TO WALL EACH END. (3) 2 x 14 STRINGERS FRAMING MEMBERS "w PLAN VIEW . 4 NOTE: NOTE: HANDRAIL SHALL WITHSTAND MIN. 200 LBS. AT ANY POINT UNDERLAYMENT MUST EXTEND UP AND OVER NAILER. STONE VENEER ON. SCALE SCALE SCALE SCALE SCALE 18 VALLEY 14 WALL MOUNT HANDRAIL 10 STAIR (TOP) 6 11T RIDGE OR HIP 2 STUDWALL N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 2x4 SOFFIT FRAMING NOTES: RAILING, SEE DETAIL EXTERIOR FIN15H 1, GUARDRAILS SHALL RESIST 201ba, PER LINEAL FOOT UNDERLAYMENT TO LAP EXTERIOR STUCCO BUILDING PAPER — HORIZONTAL FORCE APPLIED OPENINGS BETWEEN BALUSTERS OVER FLASHING COMBUSTION AIR FROM AT RIGHT ANGLE TO TOP SHALL NOT ALLOW A 4' _T OUTI51DE THROUGH ROOF, WALL 15# FELT 0/ PLYWOOD 1/6, STUCCO OF RAIL AND 200lbs. AT SPHERE TO PASS THROUGH. ANY POINT. ly Z BAR FLASHING AND COUNTER OR ATTIC SPACE SHEATHING 2X4 PLANT ON 2. F'ROVIDE POSTS AT 48* SEE DETAIL(5 FLASHING VENT T 0 OUTSIDE O_C� BETWEEN GUARDRAIL z Ix NAILER I 26 GA. G.I. FLASHING I.25`xI.25`xI/8' T.S. OR 1' 60. FRAMING MEMBERS FAINTED TO MATCH TRIM d BAR STOCK POST 6 RAIL MORTAR STIO Q 45' O.C. 5OX-OUT FOR HIGH AND 2x WOOD TRIM wl 1/2" STUCCO J_STOp J01IS4 JOIST ROOF TILE LOW COMBUSTION AIR RADIUS. HEIGHT VARIES SELF FLASHING WINDOW FRAME t__ 2"x4.15'x3/0' TH<. 5TET.L- LATE W/-64) HIGH COMBUSTION AIR OPENING W1 F MDF ON 3/a' PYWD. SHEATHING. FINISH FLR. Y-b" x 45" LAG 6C,R1�6 m 1/4' GAL. METAL SCREEN OVER 61ZE CONT. CAULK BEAD PER W.H. MANUF. SPEC. i6p GA. X 1.5' WIDE MIN GAL. STEEL STRAP WOOD COLUMN CAPITAL TO MATCH SIMILAR PROFILE. WATER HEATER 2X FRAMING 2X4 PLANT ON 2 X STUD WALL W/ 5/a' TYPE 'X' A35 6 TOP D 53 RIM JOIST ROOF SHEATHING ED. ON EACH SIDE (3X�GYP. B AND BOTTOM MEMBER)( I(o GA. X 1.5' WIDE MIN 2X FRAMING GAL. STEEL STRAP --STI6 6 LOW COMBUSTION AIR OPENING W/ JOIST 4- NOTE: 1/4" GAL. METAL SCREEN OVERSIZE PER W.H. MANUF. SPEC- 4N. UNDERLAYMENT MUST EXTEND L2' WATER HEATER CONTROLS UP AND OVER NAILER. FIRE BLOCKING SCALE SCALE SCALE SCALE CONTINUOUS LEDGER SOFFIT COLUMN 15 STUCCO DETAIL 11 SHEAR TRANSFER 7 ROOF TO WALL 3 8' IN. 15Z N.T.S. N.T.S. N.T.S. N.T.S. 2x4 COLUMN FRAMING 5z 5/8* THICK PLYWOOD PLATFORM, SECTION VIEW TIGHTLY SEAL ALL JOINTS Ix RECESSED PANEL 15' MIN. ON MDF.MAX. EXTERIOR FINISH 3/4' DIA. X 5' LONG 1_46r SCREWS THROUGH LEDGER 2x WD. TRIM TO MATCH SIMILAR PROFILE. 1/8, STUCCO HARDWOOD HANDRAIL zx UNDERLAYMENT TO LAP OVER FLASHING 2 X LEDGER SLOPED 2x3 TRIM SLOPE STUCCO OVER —'Z' BAR FLASHING AND WATER HEATER BIT UIEN MEMBRANE COUNTER FLASHING 2x3 WOOD TRIM OVER PLYWOOD METAL CHANNEL 16 GA. X L5" WIDE MIN GAL. STEEL STRAP VH RAIL CAP SECTION 2 x NAILER --VENT TO OUTSIDE AIR GUARDRAIL SUPPORT UNDERLAYMENT I" COVE MOULDING 2X 15D 2 X STUD WALL W/ 5/8' TYPE 'X' WITH STANUCCO FINISH FINISH GYP. 5D. ON EA. SIDE NINTERIOR TIGHT FITTING DOOR W1 SEALS MDF ON VAPOR BARRIER iiI E__:7_25 2x4 FRAMING PLAN VIEW NOTE:HARDWOOD HANDRAIL WATER BEATER STRAPPING SHALL BE AT POINTS I' COVE MOULDING STUD WALL — WITHIN THE UPPER ONE-THIRD (1/3) AND LOWER ONE-THIRD (1/3) OF ITS VERTICAL DIMENSION. AT 3/&' DIAx 5' LONG LAG SCREW ROOF SHEATHING - THE LOWER POINT A MIN. DISTANCE. OF 4' SHALL BE (PRE -DRILLED RAIL) MAINTAINED ABOVE THE CONTROLS W/ THE 2x4 WOOD TRIM w/ 2Co ELEVATION VIEW I x NAILER STRAPPING (U.P.C. 510.5.) GA. G.I. FLASHING CONNECTION AT WALL 2X FRAMING SCALE SCALE SCALE SCALE WATER HEATER 19 COLUMN BASE 16 STUCCO BAND 12 RAIL CONN. AND CAP 8 ROOF TO WALL 4 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. I REVISION I NO. I DATE DRAWN BY: J&R Intl., Inc. CHECKED fir BY- JAR THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY OF J&R INTERNATIONAL, INC, PLOT DATE: 03/30/05 TION OF EXISTING UTILITIES BEFORE START OF WORK ANY DESCREPANCIES BETWEEN OF CONSTRUCTION. *GENERALCON TOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCA DO NOT SCALE THE DRAWING ANDS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFTEDBEREIN WITHOUT THE WRITIT-,NAUTHORIZATTONOF TAR R-4TFRNATTONALINC. THISDOCUMFNT SHATI,NOT BFRFPRODUCFDORMODIFf�,DINANY WAY WITHOUT THE EXPRESSED WRITTEN CONSFNTOFJ&RRnTRNA'HONAI,,INC. PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START • 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. I,Zrw,lttgfw 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 3-16d 1-16d 3-8d 2-8d 2-10d 3-8d 2-10d 2-16d 2-16d 16d AT 16" O.C. 2-8d 2-16d 2-16d 16d AT 6" O.C. 8-16d 3-16d 1 x4 PER BEARING (STRONGHOLD TYPE) 3-8d 2x3 PER BEARING (STRONGHOLD TYPE) 2-16d 11. PLYWOOD NAILING - SEE DETAILS AND/OR SCHEDULE 12. BUILT-UP BEAMS 20d AT 32" O.C. 2-20d AT END AT TOP AND BOTTOM STAGGERED 2-8d 13. 1 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. 1 g" �10 g 0 ill 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) I" E. COLUMNS AND BEAMS TO MAIN BARS 2" F. WALLS - EXPOSED TO WEATHER 2" NOT EXPOSED TO WEATHER, #11 AND SMALLER I" #14 AND #18 1 1/2" 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 0.04%. 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 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 010 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 ; fv=95 PSI E=1.6xi0 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= 7901905 PSI 4X6 #2: Fb= 900 PSI 4X8 #2: Fb= 900 PSI 4X10 #2: Fb= 900 PSI 4X12 #1: Fb= 1000 PSI 4XI4 #1: Fb= 1000 PSI 4X16 #1: Fb= 1000 PSI 6XI0 #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 RESA'WN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 2C 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. r .■,r + ; a r s 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. 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. SWALE 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. & 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. 1L 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.) .3a_if-ca` REVISION II NO. T DATE t x• "'MVMM gi 1, Xk z tgtt � W�W h `• z F 0 M 4 01", d w te o 0 a N H C`3 u M p o �++�1 tH 0 ui N O w a 0 o o � � P4 u 4 H C) F w � rn 0 DRAWN BY: J&R Int'l., Inc. CHECKED BY: J&R Intl, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME: SGN DRAWING SGN OF SHEETS * TtHq TICK`-TTMFNT ANT) THE TnPAC ANTI T)F.',ifYNC TNrnRPnR ATFTI RFRFTN AS AN TNSTRITNIPW OF PROFFNSTCINAT. SFRVTC'F. TS THE PRO PF.RTV OF T&R TNTFRNATTONAT.. TNC- AND TS NOT TO RF. ITSED TN VIROT: F OR PART FOR ANY PRO]Ff '1' OTHFR THAN TUF ONR MFNTWWD HFRFIN WITHOUT THE WRITTEN AiT HORMATION OF J&R INTERNATIONAL_ INC'.. THIS DOCUMFNT SHALL NOT $E REPRODUCED OR MODIFIED IN GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF EXISTING LMLTTi[Es`S 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. VAYJ i 1111. ,f' M '.l a MMIll 1I. t ♦ �K ♦ t4�� C t : • Ts PLOT DATE: 03/04/05 DO NOT SCALE THE DRAWING 4x POST PER PLAN � EXISTING FOOTING �!- 2" x 2" x J/16" WASHERS COLD JOINT AT 2 POUR -- SLAB ON GRADE (SEE PLAN) SEE SOIL REPORET FOR SAND AND VAPOUR BARF7 D'[P'� PLATE W/ 5/8^ DIA.X' 12" kB^S � SILL PLATE— 1­1 BOLTS TO POST co a_ i NATURAL GRADE z OR APPROVED COMPACTED FILL USE (2) CARTRIDGES @ TWO -POUR THREADED ROD FOUNDATION 24"! \_(2) #4 T/B MIN., TYPICAL @ ALL CONT. FOOTINGS, U,N.O 2" EDGE DISTANCE REQ'D NOTE: SEE SOIL REPORT FOR ADDITIONAL REQUIREMENT 0N HILTI WEDGE NEW P/PLAN [#> -MIN.) 2^ EDGE '� STUDS �� 16^ o.«. DISTANCE `-' HILDVED0E SECTION AANCHOR g& 24^ o.c. (2-MIN.) AL (N) 2x4 FLAT 8LK'G w/ lSd NAILS 0 2" o.c, / SILL */ (E) A. BOLTS | � � ( __J �\ ~ .« < DOWELS @ SIMPSON SET EPDXY EA SIDE —ADHESIVE PER I.C,BO. LINE OF NO. 5279 ON GRADE SIMP. CB PER PLANS 6" PER PLANS 6" NEW EXISTING #1 DOWELS . --. dia. HOLE w/EPDXY FILL NOTE - SPRAY BONDING AGENT OR SIMILAR) BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE - (E &[OOTING 8" / 24^ ------�-�o� � ^�� w/EPDXY FILL NOTE: SPRAY AGENT OR SIMILAR) JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. 24^ S0 x 18^ THICK PAD FOOTING W/(3) - #4 1. GENERAL CONTRACTOR IS FULLY RESPONSIBLE TO VERIFY ALL THE EXISTING DUMEN3ONS, ELEVATIONS AND CONDITIONS AND CONDITIONS BEFORE START OF V*ORK, ANY DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. 2. /E\ FT^C. 12"x18" FIELD VERIFIED. 3. OTHER STRUCTURAL INSPECTION REQUIRED BY THE ENGINEER OR ARCHITECT IN RESPONSIBLE CHARGE OF THE STRUCTURAL DESIGN WORK. SCALE: 1/4° = 1`-0° �� PAD FOOTING � �����TIN�� '� � NEW CONC. �������T'G. Fr'G " k � �^ PER PLANS COLD JOINT AT 2 POUR SLAB ON GRADE SEE PLAN -------- _-�_-_x___�6x , � V NEW FOUNDATION EXISTING FOUNDATION F-----� 5/8 0 RED HEAD @) 24^ Q.C. (8~ EMBED. NOTE 7" MINFDJF DISTANCE) HOLDOWN ANCHORS If 4 MUST BE TIED IN ZA NATURAL GRA E v BOLT INSPECTION. 0 EACH WAY FOOTING 4 AS REQUIRED TO P/PLAN OR APPROVED DEEPEN FOOTING COMPACTED FILL OBTAIN ANCHOR '4 ALTERNATE FOOTING PAD FOOTING W/ (3)-#4 FOR MORE INFO SEE DET: CONDITION W/HEEL F2zpj EACH WAY Iwo (N)2x STUDS @ 1S^ O.0 LINE OF �ftf5AWCUT uu � zc~c- 2x SILL -'- / #4 DOWELS PLATE ^ | @ 48 o/c | LINE 0F / d�. HOLE 1/2" ESPAN3K}N JOINT (E) SLAB ON GRADE 8^ MIN, TO MATCH O 15^ DJF.P'T. PLATE W/ 5/8^ 0A.X 12~ A.8'a @48^ 0/C MAX. 2^ x 2~ x 3/16~ WASHERS (2) #4 T/8 WUN_ TYPICAL @ ALL CONT. FOOTINGS, U.N.O DRILL �/"O X 5^ DEEP HOLE 8c EPDXY VO THREADED ROD 3UWPSQN SET ADHESIVE SYSTEM. INSTALL PER |C8O NO. ER-5279 DRILL 1"0 X 10" DEEP HOLE 8c EPDXY �"0 THREADED ROD S|MPSON SET ADHESIVE SYSTEM. INSTALL PER ICBQ NO. ER-5279 TYPICAL EACH END N FOUNDATION NOTES: ALL DIMENSIONS SHALL BE VERIFIED NTH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 72" O.C. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" OF EA. END OF EA. PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EA. BOLT TO THE PLATE. 2. ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS SPACED PER FOUNDATION PLAN 3. ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED NTH SHOT D PER MANUFACTURERS RECOMMENDATIONS, U.N.0, PINS INSTALLE STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. TION HARDWARE 4. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDA PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. TION PLATES 5. PROVIDE 5/8" DIA. BY 12" ANCHOR BOLTS AT 3X FOUNDA 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) THE ALLOWABLE SOIL BEARING VALUE IS 1000 PSF FOR CONTINUOUS 9HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 10. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 11. SILL PLATES SUPPORTING SHEAR WALLS NTH LATERAL LOADS GREATER THAN 350 POUNDS/FOOT REQUIRE A 3-INCH NOMINAL OR GREATER MEMBER. TABLE 23-11-1-1, FOOTNOTE No, 3. AB48 5/8" DIA. X 10" ANCHOR BOOS AT48" 8C_ A832 5/8^ 0A. X 10" ANCHOR BOLTS AT 32. O.C. A824 5/8" DIA. X 10^ ANCHOR BOLTS AT24" O.C. A810 5/8" D!A. X 10" ANCHOR BOLTS AT 15^ O.C. AB 8 5/8" Di& X 10" ANCHOR BOLTS AT 8" O.C. AB48X � 5/8" U|AX 12^ ANCHOR BOLT3 AT 48" O.C' A832X 5/8" D|A. % 12" ANCHOR BOLTS AT 32" O�C. AB24X 5/8" 0A. X 12° ANCHOR BOLTS AT 24" O.C. A816X 5/8" D|& X 12" ANCHOR BOLTS AT 18" O.C� A8 8X 5/8" Dlk X 12" ANCHOR BOLTS AT 8" O.C. * 2A8 /2\ 5/8" D|A X 10" ANCHOR BOLTS. * 3A8 /3\ 5/8" D(A. x 10" ANCHOR BOLTS. * 2A8X (2) 5/8^ D|A X 12^ ANCHOR BOLTS. * 3A8X /3\ 5/8^ D|A X 12^ ANCHOR BOLTS. * 2A8XX /2\ 3/4"D|A X 12" ANCHOR BOLTS. * 3A8XX (3) 3/4"D|A X 12" ANCHOR BOLTS. * EQUAL SPACING. EXCLUDING HOLDOVN1 A BOLT. SIMPS8N SW22X7X4+ STRONG -WALL SHEAR WALL (SEE SHEET 6) r—BEARING PLATE ' STEM AND FOOTING NO- DATE 05-27-05 44 En old 0.4 PLOT �rE.- 09/04/05 *GENERAL--^---R TO VERWY ALL DETAILS AM LOCATION OF EXISTING UTILITIES ]BEFORE START OF WORK ANY DESCREPANCIES ]BETWEEN PLANS AM FIELD CONDITIONS MUST BE BROUGHT TOj&R INTERNATIONAL, INC ATTENTION IN WRMNG PRIOR TO START OF _ _-_--- Sim. 5 6 SD2 13'-01, SD2 SPN4 5 1 .•^ I� 1 I , i i l I , 1 , r , TYP. , 1 2 SD2 I ' t f 4x6.HDR s t ,a y 001 ------------" 1 SDI 2x8 @ F 24"O.C. 2x8 @ F 10 24"O.C.------� Q� SD2 �Ix Ckf 4x12 FLUSH --------- -- ---- -- ---- ---------- C) ' 0 le 00 I 1 I i 7 - 1 a I c_1 C� 1 X r 1 @ I L 00 tx 4 TJI 550 x 14 @ 16" O.C. ; 9 N 8 SDI ! t 1 i 3 1 SDI Q i f i i 1 i I A x1 2 5 - I SDI 1 - Y 1 i i i I 51 RIDGE. 1 1 t a- i SDI Q�cp5'_0" L-5'-8" L= -0 F� i t< ------- ------ 7xi 4. PSL -- ` .. r 4x8 .HDR 4x8 .HDR_ - - { 1 I co m 1 m c� . I i B �/ RIDGE ,� N -iI / 1 I 5 SD1 `,. N N �o------,"4 N I----- ----Ai i E d -- -- -- TYP, r 2nd Floor Framing Ian ' r Fig SH BEAM x 1 , i } I , f 1 I , I { F , 3 } 1 , 1 { i x t ' N N i 1 1 , L I I 13 1 SD2 1 { , 1 I 1 I 2x8 @ F 1 24"O.C. NOTE: 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. 3. CONECTORS AND FASTENERS SHALL BE INSTALLED iN ACCORDANCE WITH 2O01 CBC CHAPTER 23, DIVISION IiI, 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 DEINDICATESSPAN AND DIRECTION OF DECK JOISTS (SLOPED AS REQUIRED) ACALIFORNIA FRAMING 2x6 @ 24" O.C. A EXIST'G 2X6 AT 16" O.0 B 2X6 AT 16" O.0 C 2X6 AT 24" O.0 D 2X8 AT 12" O.0 E 2X8 AT 16" 0.0 EE 2-2X8 AT 16" O.0 F 2X8 AT 24" 0,C G 2XiO AT 12" O.0 H 2Xi0 AT 16" O.0 J 2XIO AT 24" O.0 K (2)2X10 AT 16" O.0 L 2XI2 AT 12" O.0 M 2X12 AT 16" O.0 N 2X12 AT 24" O.0 P 1 3/4 x 11 7/8" ML. 12" O.0 ;s 16"O.C. 5 SD2 1 //�� ('� ,ff ,.,� • �! nl i 2 6"O.C. t l., lit 4 5D1 +" iil llt L 111 ___________ 1i ' X i`--------- -1. I� 444 nl 1 'Ii{7 !31 if -.- L 11iz Ir--------- -ten In -___ l 14 N N �i-___-_-_-____ Jli !11 ii 'SD2 Q W----------- x -k-� SD2 h------- -- SD2 RIDGE be 1 ' pry. a s K�a�¢ gyp. 14 �SDe_9� -- 2x6 C,J. @ r „ L. t 1 Si 4' y 11 SD2 Sim. p, \1 9 SD2 TYP. 16 O.C. Ax 1 8 1 1 VC•P' @ ci �*o 0. F1 SD1 Q� 00 bi �N 7 <n SD2 @d N �� .CD ---------------- - 14 SPN4 I ; SPN4 0" 5'_0"1 I 1 9-0" SD2 I , SD2 4 1 , , I ____� 13 zC) 3x SiLL PLATE @ THIS WALLS ! t �} SD2 TYP. NEW ROOF SHEATHING: 1/2" CDX PLYWOOD, P.I. 32/16 NAIL_ W/ 8d AT 4" o.c. BOUNDARY 6" o.c. EDGES 12" o.c. FIELD SEE SD1 FOR PLYWOOD LAYOUT DIAGRAM NEW ROOFING: TILE ROOFING 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. r INDICATES INTERIOR BEARING WALL NOTE: APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE) �r INDICATES MOMENT FRAME SOLE MARK: PLATE NAILING LEGEND DESCRIPTION SPN4: 16d SOLE PLATE NAILING @ 4" O.C. 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 HOLED) NOTE: USE 2-2xlO @ 12" O.C. UNDER "HVAC" DBL. JOIST @ 2ND FLOOR FRAMING WHERE WE HAVE WALL TYP. 3 TYP. ........_..... _.__..,_--__._____ _-__..-..--------------- 2x8 @ i 2x8 @ 24" O.C. } 24"O.C. 1 F ..l4x6 4x12 .RIDGE t� O Z 7F 0- SD2 S 1 1 , r fi \ i , , L -- 2x8 @ 24"O.C. 2x8 @ 24"O.C. 1 -----------------�_ 11 SD2 Roof Framin Ian SCALE: 1 /4"-1'---O" ♦ ♦ 1tll�llllllli 00 1 lii, ( C.B.C. 2001 BASED ON UBC 1997 ; SEISMIC ZONE 4 )A000MEMBERS DOUGLAS FIR -LARCH SHEAR WALLS - SEE PLAN FOR LOCATION ALLOWABLE SILL SILL NAILING SHEAR (PLE) BOLTING f51 UPPER STORIES AVERTICAL: 5/8" UNBLOCKED DRYWALL w/ 6d COOLER 62 1/2" @ 72" 16d @ 16" 1 NAILS @ 7" o.c. (TABLE: 45-1 UBC) 115(l) 1/2" @ 60" 16d @ 8" 5/8" UNBLOCKED DRYWALL w/ 6d COOLER 72 1/2" @ 72" 16d @ 16" ,2 NAILS @ 4" o.c. (TABLE 25-1 UBC) 145(l) 1/2" @ 48" 16d @ 8" A35/8" BLOCKED DRYWALL w/ 6d COOLER 88 1/2" @ 72" 16d @ 16" NAILS @ 7" o.c. (TABLE 25-1 UBC) 175(1) 1/2" @ 42" 16d @ 8" 5/8" BLOCKED TWO PLY DRYWALL WITH 6d 4 COOLER NAILS @ 9" O.C. (BASE PLY) AND 8d COOLER NAILS @ 7" ox. (FACE PLY), 125 1/2" @ 60" 16d @ 8" (TABLE 25-1 UBC) 250 3/4" @ 42" 16d @ 4" 7/8" STUCCO OVER PAPER BACKED LATH 180 1/2" @ 42" 16d @ 8" WITH 16 GA. STAPLES @ 6" 360(l) 3/4" @ 32" 16d @ 4" 7/8" STUCCO OVER PAPER BACKED LATH 325(l0) 6" 3/4" @ 32" 16d @ 4" WITH 16 GA. STAPLES @ 3" 650(i) 3/4" @ 16" 16d @ 2-1 /2" 3/8 STIRI PLYWOOD WITH 8d 280 A" 3/4" @ 42" 16d @ 6 7 NAILS @ 6", 12" (TABLE 23-1-K-1 UBC) 560(1) 3/4" @ 16" 16d @ 3" 3/8" STR. I PLYWOOD WITH 8d 430 3/4" " @ 30" 16d @ 4" 8 NAILS @ 4", 12" (TABLE 23-1-K-1 UBC) 860(1,6) 3/4" @ 30" 3/4" @ 30" 3/8" STR. I PLYWOOD WITH 8d 550 3/4" @ 16" 16d @ 3-1/2" 9 1 Z NAILS @ 3", 12" (TABLE 23-1-K-1 UBC) 1100(1,6) 3/4" @ 16" 3/4" @ 16" 10 3/8" STR. I PLYWOOD WITH 8d 730 3/4" @ 16" 16d @ 2-1/2" NAILS @ 2", 12" (TABLE 23-1-K-1 UBC) 1460(1,6) 3/4" @ 16" 3/4" @ 16" ASIMPSON SW22x7x4 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 TO A USE THE FOLLOWING: 1) USE 3x MUDSILL WHEN EXCEED MORE THAN 350 PLF PER CALCULATIONS. 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 23-11-E-1 AND 23-11-H UBC) ROOF: JOiST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL PII 24/0, WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD, FLOOR: JOIST SPACING EQUAL TO OR LESS THAN 16" O.C: 1 1/8" WOOD STRUCTURAL PANEL T&G SHTG, PII 32/16, w/lOd's AT 6" O.0 AT EDGES AND BOUNDARIES, l0 O.0 FIELD, JOIST SPACING EQUAL TO OR LESS THAN 20" O.C: 1 /8" WOOD STRUCTURAL PANEL T&G SHTG, PII 40/20, w/lOd'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, PII 48/24, w/1Od's AT 6" O.0 AT EDGES AND BOUNDARIES, 10" O.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. REVISION NO. _ DATE 05-2'7-05 FF 08-27-05 S ',fir�a } T=+1 t k 4 fffk' 1 rrr.��R � x � p ie7 :§ :. •CAB:.'• £ Qt �Ow k a A� e Q 4 Or8, 1 �?�� f �� joy "`' w 4 a Q Z Cn �9�arn vi w 0 Q In Q� � �--i Z I� C7 : a" `w I u �4 V d. Z Ili It a 0 0 E- w 1~ N w I DRAWN BY. J&R Int'I., 11 . CHECKED BY: J&R int'1, inc.. DESIGNED BY:J&R tnt'1, Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-• 139 FILE NAME: S2 DRAWING S2 OF SHEETS * Tute nnrsrn,rRnTT Arm r= TnR A c AXTn TnPQTr.W4Z TATrAPPnR ATFT] UPRPTNT Ac AN TMCTRTTMT:NT nT+ PRnPRCCTnNAT.',gVRV'T(P Tc TTTF PRnPRRTV OP TkR iNTF.RNATTOWAi_ 1N(.. ANT) Tr, NOT TO RF. ITRFT) TN WT40T,F OR PART FOR ANY PROJECT OTHER T14AN THE ONF MF,NTIFIED HEREIN WITHOUT THE •M.•. • 1 .:_!� M �_ •r,- 1� s i, 1 i C .,ii11111 •!! ! ► i • t l"' II • i 1 i * GENERAL CONTRACTOR TO VERIFY ALL DBWNSIONS, DETAILS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORD. ANY DESCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC. ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION. PLOT DATE: 09/02/05 DO NOT SCALE THE DRAWING 12" 24" DBL. TOP PLATES- MIN. MIN. BLOCKING --STUD WALL [-2x 4x BEAM 2" MIN. BLOCKED . . . . . . t4 MIN. UNBLOCKED X ------------------------------------- .ti # POST (SEE PLAN) BOUNDARY _s HEAR WALL E.N. NAILING (B.N.) - -------------- 000 SOLE PLATE PLYWOOD SHEATHING Z\ WDW, PLATE FIELD NAILING (TYP.) OPNG, SEE FRAMING --------------------------- - 1 4\ rsllmPSON SIMPSON M T48 SIMP 6 ON CS PLAN. TYP. "ECG" L @ EA. CORNER AND ALT. SIMPSON "CC" 2x BLOCKING b DBL JOIST TYP. UNDER WALL TYP. EDGE f 4x POST w 0 Z < NAILING (E.N.) 4x POST PER PLAN (A ed I - BOUNDARY NAIL AROUND A LL OPENINGS TYP. 2 X 4 FLAT EDGE BLOCKING UM.0 WHEN SPECIFIED SPECIAL SHEAR AT ON PLAN 14 NON BEARING WALL 9 5 BEAM TO POST CONNECTION 1 TIE DOWN CONNECTION WINDOW OPENING FRAMING MEMBERS PER PLANS HEADER LEDGER NOTE: flu ROOF RAFTER, TYP. 2xSTUlDS 1, PLACE FACE GRAIN OF PLYWOOD x WALL PERPENDICULAR TO FRAMING UNLESS x NOTED OTHERWISE. SIMSPON MST48 16d NAILS x x @ 4" O.C. NAIL EDGE DISTANCE SHALL BE MIN. 3/8" 2. 4 4 POST # PER PLAN FROM EDGE OF PLYWOOD AND 2 X FRAMING x x MEMBER. (3/4" AT 3 X OR 4 X FRAMING 16d @ 12" O.C. STAG. SKEWED SIMPSON 'SU' JOIST B.N. MEMBER.) ALTERNATE HIP BEAM HANGER or FRAMING ANCHOR x PROVIDE BOUNDARY NAILING (B.N.) AT (SE PLAN �--l" NOSING PER PLAN WHERE RAFTER SPAN x SILL NAILING 1 DIAPHRAGM BOUNDARIES, CHORDS, DRAG STAIR STRINGER EXCEEDS T-O", OTHERWISE PLYWOOD SHEATHING TIES, OVER SHEAR WALLS AND WHERE SEE PLAN USE (3) 16d TOE NAILS L SPECIFIED. _F x WHERE JOIST LAP/SPLICE PRESSURE Ld z OCCURS AND PLYWOOD E.N.TREATED 4. E - W-J (,) ry JOINT IS OFFSET, ADD (40- PLATE W/ x 2 X 4 OR 3 X 4 NAILER AS SHOT PINS (N) BM PER PLAN OR SHOWN: @24" O.C. WALL WHERE OCCURS 16d @ 12" O.C. x BEAM PER PLAN HEADERJ JOIST HANGER METAL SHIM FIRESTOP 0 MIDSPAN PLAN VIEW TYPICAL RAFTER TO 15 SHEAR TRANSFER 12 MAX. ALLOWED NOTCHING AND DRILLING 10 WOOD STAIRS 6 2 HOLDOWN DETAIL HIP -VALLEY CONNECTION (2)2x TOP PLATE 4 # PER PLAN A35 @ 32" O.C. 2xRR PER PLAN SIMPSON A35 CUTTING AND NOTCHING 16d NAILS 4" O.C. HEADER (SE PLAN) B.N. E.N. DOUBLE JOIST IF APPLICABLE FLR' SHT'G. B,N. B.N. SIMPSON A35 AT 16" O.C. 16d's PROGRESSIVE NAILING @ 8" O.C. (3)16d's TOE NAIL ---STUD B.N. zz zz,&Z, EA. SIDE OF HEADER NOTCH --NOTCH TJI OR BLK'G. OR RIM 2x4 STUD STUD FLOOR JOIST FLOOR JOIST 2x CONT. BLK'G ALT. A35F LOCATION —TRIMMER PER PLAN ]2,4 1 1/161 MAX. "1/1511 MAX. PER PLAN PER PLAN B.N. < STUDWALL OR BEAM "ITT" HANGER - TA BLK'G. PER SIMPSON A35 2x6 STUD 2xro STUD 12 311(o' MAX. if 3/8, MAX. OR BM TJI BLK'G CONT. PLAN (N) BM PER PLAN OR FLR JOIST (PER PLAN) ..... .. ... U 40% ALLOWED 25% ALLOWED WALL WHERE OCCURS SIMP. A35 @ 16" O.C. (N) PER PLAN L NONBEARING PARTY11ONS EXTERIOR WALLS AND 2x SILL BEARING PARTITIONS _ (E) OR (N) 2xSTUDS (PER PLAN) 16 JOIST SHEAR CONNECTION 13 FULL -HEIGHT STUD CONNECTION 7 CONNECTION DETAIL 3 SHEAR TRANSFER BORED HOLES I FLOOR 2x BLK'G.- --N-- TRUSS (E) (N) ROOF SIMP. TS9 @ 48"O.C. 2-16d FLAT 2x4 SHT'G. E.N. /C 2x BLOCKING 16d NAILS @ 4" O.C. 2-16d 216d EQ. EQ. ­E�E, N (SEE PLAN FOR SPN NAIL'G.) ---- --STUD —STUD MST48 2 BLK'G. OR TJI CONT. - -- 1 GAP/2 2x NAILER —5/6" MIN. —5/8* MIN. V 16d @ STUDWALL PER x PLAN 6" O.C, DRYWALL T L ---------- FLR SHT'G. ---BORED HOLE BORED HOLE N E.N. FLOOR --]2x4 STUD 2x4 STUD TRUSS I 111W MAX. 2 1/&" MAX, MST48 (N) 2-2xPLATE ROOF (OPTIONAL) RAFTER E.N. 2 x FL OR TJI 2xro STUD 2x6 STUD TS9 PER PLAN INTERIOR STUD 2 311/v" MAX, a 511rd?, MAX. RAFTERS PARALLEL 0 48"O.C. ALT. LOCATION OF F WALL � TO WALL A35F @ DBL. JSTS. >< 2X Blk'g� OR TJI @ 48 O.C. 1/2"1 CLR. 40% ALLOWED ANY WALL 60% ALLOWED ANY NONBERING WALL OR WRAP TO E.N,— 4-16d SIDE SIMPSON DTC EACH BORED STUD DOUBLED PER_ SIMPSON A35 AT 16" 0,C. AT 4'-0" o/c BORED HOLE NOT PFRMrrMD per Stud LAP & SPIKE PLANE.N. IN MORE THAN TWO w / 4-16d ------STUDWALL OR BEAM SUCCESSIVE DOUBLED STUDS ROOF SHT'G, ROOF SHT'G. LN. INTERIOR WALL PARALLEL TO TRUSS CBC. SEC. 2320.11.9 AND 2320.11. 10 \— INTERIOR STUD A 1 2x FIRE-1 BLK'G WALL (E) STUDS (E) STUDS 2x BLOCKING L SIMPSON LU wl 16d INTERIOR WALL PERPENDICULAR TO TRUSS 2xSTUD w/16d NAILS RAFTERS PERPENDICULAR @ 8 O.C. @ 4" O.C. ALTERNATE TO WALL 171 SHEAR TRANSFER 14 INTERIOR WALLS 11 MAX. ALLOWED NOTCHING AND DRILLING 8 CONNECTION DETAIL 4 EXISTG TO NEW SHEAR cK 0 0 R4 -all Cql 2 I-_ U) 0 Z 0 cm 0 0 C) wP4 ON v 0­4 ;5 C) U) II0 It It 0 0 < 44 m 0 +-o) rA Z t- 0 U U oat`` C4f) Ldl w F_ w w w z U) 0 DRAWN BY: J&R Int'l., Inc. CHECKED BY: J&R Infl, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME: SD1 DRAWING SDI OF SHEETS THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE IS THE PROPERTY' OF J&R INTERNATIONAL, INC. AND IS NOT TO BE USED IN WHOLE OR PART FOR ANY PROJECT OTHER THAN THE ONE IDENTIFIED HEREIN WITHOUT THE WRITTEN AUTHORIZATION OF J&R. INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DATE: 0.3/30/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETARS AND LOCATION OF EXISTING UTILITIES BEFORE START OF WORK- ANY DESCREPANCIES BETWEEN PLANS AND FEELD CONDITIONS MUST BE BROUGHT TO J&R INTERNATIONAL, INC ATTENTION IN WRITING PRIOR TO START OF CONSTRUCTION DO NOT SCALE THE DRAWING NEW FOUNDATION D.F.P.T. PLATE W/ 5/8" DIA. X 12" A.B's @48" O/C MIN. 2" x 2" x 3/16" WASHERS x X-- x -X NATURAL GRADE OR APPROVED COMPACTED FILL EXIST'G FOUNDATION SEE FOUNDATION PLAN SLAB ON GRADE SEE PLAN ROOF SHT'G. -- SIMPSON A35 AT 16" O/C E.N. 2X BLK'G. CONT. PER `o PLAN -H 1-#4 BX TOP & BTM. HDR OR 8M, WHERE OCCURS PLYWOOD ABOVE HDR MORE MORE INFORMATION SEE SIMILAR DETAIL: 51 FIRE PLACE FOOTING 16 13 SHEAR TRANSFER 3/8 CD X PLYWOOD A HACHED TO STUD & FRAM'G 6, 6, 12 O,C. 6x6 @ EA, CORNER (TYP) A 35 @ EA. SIDE (TYP) 3- 5/8 0 BOLTS 0 EA, SIDE 15 I FIREPLACE DETAIL m 2X C.J PER PLAN W/4-16d NAILS @ EACH SIDE (TYP) WHERE OCCURES BEARING CONDITION WALL 2%16" GAGE STL. STRAP AROUND CHASE SHALL BE PROVIDED @ FLR. W/ #8 SCREW 0 6" O.C. FLOOR SYSTEM RIDGE BEAM PER PLAN (2)SIMPSON TS18 EA. SIDE 4 x 4 POST SIMP. A34 AS SHOWN (4 PLACES) TOP PLATE DBL 2x STUDS W/ @ 8" O.C. STAGGERED BEAM"tTt" POST CONNECTION ROOF SHT'G. R.N. r-- 2xRIM 4" 16d S,P-N. B. IN —A 2x ROOF RAFTER EDGE NAILING---�" 0 TOP PLATE ROOF SHEATHING JL I WALL OR BEAM PER PLAN PER PLAN ROOF PLYWOOD SHT'G. W/ 8d's @ 6" O/C U. N. 0, 3-16d /NAILS BE RR PER PLAN 2X SHEAR BLK'G. @ 48" O.C, SIMPSON A-35 @ 24" O/C U.N.O. 2x STUDWALL PER PLAN SECTION n n ,20 FLAT @ 48 O.C. E,N. E,N, 1— 3-16d NAILS R I M JOIST B.N. -----DOUBLE TOP �-I# SEE PLAN PLATES n NOTCH n 3-16d NAILS. TYP /—() F UP—R.—1-1- R. BY 1•1/2x3 1/2 A n. ZA mAr I PLAN VIEW \-2x4 FLAT @ 48 O,C. V DI11 0i m L 0 - PLYWD ROOF SHT'G. 2x CONT, W/16d NAILS FL AT 8" O,C, OF E. N. 2x BLKG W/PLYWD E.N. 4x BLK'G. BM (PER PLAN) - 2 x PLATE N SIMP. A34 AS SHOWN (6 PLACES) HDR (PER PLAN) LFOR MORE INFORMATION SEE DETAIL: 1( 16 SHEAR TRANSFER CALIFORNIA FRAMING RAFTER TO FLASH RIDGE CONNECTION DETAIL 2x OR 4x RIDGE 2x STUD EA. SIDE W/ 16d NAILS @ 8" STAGGERED 2x OR 4x POST 11 RIDGE BEAM PER PLAN (2)SIMPSON TS18 EA. SIDE 4 x KING POST (2)SIMPSON TS22 EA. SIDE BM OR WALL PER PLAN i i BEAM TO POST CONNECTION EN ROOF SHT'G, SIMPSON A35 AT 16" O/C 2x RR PER PLAN a — W/4-16d NAILS 2X BLK'G. CONT. EACH SIDE (TYP) WHERE OCCURES BEARING CONDITION WALL 651% 1 U 4 Z. L4 ai 0 4 0 'q 44 0 C) 6 0 04 C14 0 0 Cn 0 g4 > 6 0 C) 0 w 0 0 Z 0 kr; 110 9 u co� Z z F- w z 3: 0 HDR OR BM. WHERE OCCURS PLYWOOD ABOVE HDR SHEAR TRANSFER PER ox REVISION NO. I DATE lAl 08-27-05 1 DRAWN BY: J&R Int"I., Inc. CHECKED BY'J&R Int'll, Inc. DESIGNED BY: J&R Int'l, Inc. DATE 12/20/04 SCALE AS NOTED JOB NO 04-139 FILE NAME: SD2 DRAWING SD2 OF SHEETS ri RS in 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 AUTHORIZAT10N OF J&R. INTERNATIONAL, INC. THIS DOCUMENT SHALL NOT BE REPRODUCED OR MODIFIED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF J&R INTERNATIONAL, INC. PLOT DAM- 09/02/05 GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS, DETAILS AND LOCATION OF 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 EXISTING F 0 Fn 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. ❑ 150(b): Loose fill insulation manufacturer's labeled R-Value. FV-1 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U­value in metal frame walls (does L�Nj not apply to exterior mass wails). F�l * 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. JAI 150(t): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 permfinch. FV__1 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. IAI F\_/1 116-17: Fenestration Products, Exterior Doors and lnfiltrafion/EKfiltrafion Controls LAJ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U-Factor, cerfified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3, Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. El150(g): Vapor barriers mandatory in Urnate Zones 14 and 16 only. El150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. Fv__1 IAI 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 LFV❑1 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. L\i 1V1 1 50(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. 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- 12 external insulation or R-1 6 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: 041123 ge-.5 of �13 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) R-71 lA I * 150(m): Ducts and Fans 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 UL181 B. If mastic or tape is used to seat openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross -sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automate dampers. 5. Gravity ventilation systems serving conditioned space have eitherautornatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. F_J�l L/Nj 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 firne switch, F\71 JA 1 115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 11 118 (f): Cool Roof material meet specified criteria Lighting Measures FX1 150(k) 1: Luminaires for general fighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 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. 1 3,1 By EnergySoft User Number: 2299 Job Number: 041123 Page:6 of 13 Certificate Of COMDliance: Residential (Part 1 of 2) CF-1 R MENDEZ RESIDENCE ADDITION 11/30/2004 Project Title Date 4511 Silver Drive Santa Ana - Project Address Building Permit # AR INTERNATIONAL, INC. (714) 774-3528_ Plan Check/ Date Documentation Author Telephone Computer Performance 8 Field check/ Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only Total Conditioned Floor Area: 2,814 fe Average Ceiling Height: 8.0 ft Total Conditioned Slab Area: 1,689 ft 2 Building Type: (check one or more) Fv--1 Al Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family A I Fy_1 Existing Plus Addition Front Orientation: (South) 180 deck Number of Dwelling Units: 1.00 Number of Stories: 2 Floor Construction Type: y Slab Floor flll�� Const. Component Frame Assembly Location/Comments Tyee Type U-Value (attic, garage, typical, etc.) Slab On Grade n1a, 0.756 Covered Slab w/R-0.0 Perimeter Insulation Default Wall Prior to 1978 Wood 0,386 Exterior Wall Default Roof 1978 to Present W ood 0.047 Exterior Roof R-13Wall (W.13.2x4.16)_ Wood 0.088 Exterior Wall R-30 Roof (R.30.2x6.16) Wood 0,035 Exterior Roof R-13 Floor (F-13.2x6.16) Wood 0.067 Exterior Floor / Over Open Space FENESTRATION Shqdinn npvirp--, Type Orientation Area Fenestration Exterior Overhang Side Fins U-EW_tQr SHGC Shading Yes / No Yes No Front (South) 30.0 1.28 0.$3 Buo Screen I❑1 n [I Fxl Left Peso 87.0 0.60 0.65 Bug Screen F] Ix -I [I nx Rear (North) 48,0 128 0.83 Bug Screen 11 IX-1 [I IX-1 Right (East} 68.0 0.60 0.65 Buci Screen F1 0 F] 0 Rear (North) 104,0 0.60 0.65 Bug Screen F1 0 F] nx Right (East) 53.3 0.55 0.65 Bug Screen I f❑ x] F F] fx -1 Front (South) 68.0 0.60 0.65 Bug Screen 0 FRI n [x] 0 F1 0 F] 0 [1 0 F1 F1 n F1 f] 11 Run Initiation Time: 11/30/04 114:09:40 Run Code: 11018tjM EnergyPro 3.1 By EnergySoft User Number: 2299 Job Number: 041123 Page:3 of 13 111� 1111111 p! 11 11111 1111gip ON 11HIMA MOMKQM� MENDEZ RESIDENCE ADDITION 11 M012004 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 Central Furnqe-p 80% AFUE Ducts in Attic ___A2_ Setback _ 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 011717P Ducts in Attic 42 Setback System WATER HEATING SYSTEMS Water Heater Water Heater Distribution System Name Type Type Rated 1 #in Input Syst. Btu/hr Tank Energy Facti Cap. or Recovery I External Standby Tank Insul. Loss (%) R-Value 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS 2W.41M COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Paris."" an0,ofIh6, California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the irtdivx diiai 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 Justinian Title/Firm: OSCAR MENDEZ Title/Firm: AR INTERNATIONAL, INC. Address: 4511 Silver Drive Address: 2115 W. Crescent Avenue, Suite 252 Santa Ana, CA 92703 Anaheim, CA 92801 Telephone: (714) 265-9101 Telephone: (714) 774,3528_1� Lie. #-. (signature) (date) Enforcement Agency Name: Efrain Olivas Title/Firm: ADVANCED TITLE 24 Address: 1235 N Harbor Blvd, Suite 235, Fullerton Telephone: (714) 525-9824 REVISION ' aria fil'4, '3111" 4 TV, R� 5 Con 8 C, Z 1.:1 Gra 0*0 4 > t.- Z to 0 0 000 7:1 r. F-., C:I P4 J 0 Z 0 0 V) ri %0 F-.4 to 00 W Q� Q 0 0 Cq r-.q P� ON ON P4 U U Z 0 W W 1 Z 3: Y) 0 DRAWN BY: J&R Int'l., Inc. CHECKED BY- J&R Intl, Inc. DESIGNED BY: J&R Intl, Inc. DATE 12/20/04 SCALE NONE JOB NO 04-139 FILE NAME: EN- I DRAWING Nr.il 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 OFJ&RRnERNATIONAL,INC. THISDOCUMENT SHALL NOT BEREPRODUCED ORMODIREDINANY WAY )UTHOUTTHE EXPRESSED WRITTEN CONSENT OFJ&RINTERNATIONAL, INC. PLOT DATE 12/20/04 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 CONS fRUCTION. DO NOT SCALE THE DRAWING