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HomeMy WebLinkAbout10151108.pdfs 9± # l P Zvi i, t lG.4."G71tIGAL, pooiv wiNR4NM1 drilOORAL A!a ALL WORK 5HALL Be IN PULL ACCORDANCE WITH ALL ALL GLASS 4 &LAZING TO GG ORM TO UBG GHAPT# R ALL MATERIALS 4 WOIW ANSHIP SHALL CONFORM TO COVES, WALES AND RESUL ATIONS OF WVERNING 24426. THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE A6ENGIES AND SHALL COMPLY WITH THE ALL SEEDING 61A5�i DOORS HALL CONFORM TO tA3 � 4 ANY OTHER REGULATORY AGENCIES WHICH HAVE REQUIREMENTS OF THE SLg2VIN6 POWER AND SEC. 2406.4(?1. I AUTHORITY OVER ANY PORTION OF THE WORK. ! TELEPHONE COMPANIES. THE CONTRACTOR SHALL VERIFY AVAILABILITY OF PROVIDE TEMPERED GLASS III THE F0110WING THE CONTRACTORS SHALL VERIFY ALL DIMENSIONS 4 SITE CONDITIONS SORE STARTING, WORK. DOMINGUEZ SERVICES AND DETERMINE ACTUAL DETAILS HAZARDOUS LOCATIONS PER f'JBG SEC, 2406.4. DESIGNS SHALL BE NOTIFIED OF ANY DISCREPANCY BEFORE PERTAlNiNG TO EXACT LOCATIONS AND REWIF12MENTS, GAZING IN INGRESS AND E6F 55 DOORS EXCEPT g PR0OM-PN415 WITH THE WORK. � CONTRACTOR SHALL NOTIFY POWiri? AND TP.LEFTHONE SERVING UTILITY COMPANIES OF THE ESTIMATED DATE JALOUSIVS DIM IONS ON DRAWINGS SHALL TAKE PRECEDENCE { WHEN SERVICE SHALL BE DESIRED. OVER SCALE SHOWN, TYP. DETAILS 4 GENERAL_ (. 4 1 GLAZING IN FIXED AND 51.I17IN4'f PANEL'S OF SLIDING NOTES Ai'+�.E MIN. ReWIRENENT5 TO Be USED MIEN THE. ELECTRICAL CONTRACTOR SHALL PROVIDE DOOR ASSEMBLIES AND Po" IN SWINGING, DOORS a1 CONDITIONS ARE NOT SHOW OTHERWISE. SINGLE LINE DIAGRAM, PANEL SCHEDULES AND LOAD OTHER THAN NiARDFTOE3l? 0001�S, 1 DO NOT SCALE DRANN&S, !i GAL.CULATIONS FOR ELECTRICAL 3Y5fEMS. GLAZING IN STORM DOORS NOTES 4 DETAILS ON DRAWIN65 SHALL TAKE I PROVIDE 6.F,01 AT EXTERIOR OUTLETS LOCATED IN 6LAZING IN ALL UNFRAMED SWAN&ING DOOR'S PRECEDENCE OVER NOTES 4 TYP. DETAILS. WHERE NO DETAILS ARE SHOWN CANTRAGTORS SHALL � i BATHS AND AS NOTED ELSEWHERE IN KITCHEN OUTLETS IN WALLS O KITCHEN 43MCOUIN KS CHEW. BE GLAZING, IN DOOR5 AND MU)Sa ' S I~OR HOT nm" CONPIRM WITH DOMINGUEZ DESIGNS WHAT I5 TO USED, INSTALLED SO THAT NO POINT ALONG THE WALL LINE ANI f I WHIRLP00L,5, SAUNAS, STEAM M PORTION f: WALL SHOWERS, &LAZING IN ANY POH�LTION OF WALL C40NSTPJ41ION MATERIALS SMALL BE SRE,4D OUT IF IS MOR THAN 24' FROM A R5CEPTACLE MEASURED 051NG TtI GOMPARTtiTS WHERE THE PLACED ON FRAMED FLOORS OR ROOF, LOADS HORIZONTALLY FORM ONE OUTLET TO ANOTHER, ELO EDGE BOTTOM LXPEDGE OF THEGLAZING, IS LESS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER S.F. {5L Add 4 PEWNSIA.AR COUNTERTOPS tR6C41J19 THAN 60 ABOVE A STANDINGtSURFACE AND DRAIN LEAST ONE R.EGEPT'ACLE FOR EACH FOUR P T OF INLET. STRLrTUIUS 14AVENOT ATTAINED DESIGN 57t2F_N67H. COJKIE R TOP WHEWIDE RE THE COUNTER TOP IS 124 , k 6LAZING IN FIXED OR OPERABLE PANELS ADS I PROVIDE TEMPORARY TOILET ON JOB SITE PRIOR TO 1 ELECTRICAL OUTLETS, IN HAINTA13LE ROOMS SHALL BE TO A DOOR WHERE THE NEAROT E*tew EDGE OP START OF C.ONETRUGTION. j SPACED SO THAT NO POINT ALONG IM WALL IS MORE THAN SIX FEET HORIZONTALLY FROM AN OUTLET IN THE 6LAZIN6 IS WITHIN A 24" /,IRK OF EITHER VERTIG THE CONSTRUCTION DOGtfi!NTS 4 SPECIFICATIONS THAT WALL, INCLUDING ANY WALL OF TWO FEET OR MtORE, EDGE OF THE DOOR IN A CLOSED POSITION AND THE BOTTOM VERTICALiEDGE OF THE SLAZIN(� � REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THEhieTHOD OF GONSTRUGTION. THE j MAJOR OPENING. tS LESS THAN 60" ABOVE THE ,'t4ALKIN6 SURFACE. IS CONTRACTOR SHALL PROVIDE ALL MIEASURi S R PTAGLES IN KITCHEN AND BATHROOMS SHALL '' NECESSARY TO PROT'EGT THE STRUCTURES DURING � BE INSTALLED ABOVE WORKTOP, EXCEPT THOSE GLAZING IN AN INDIVIDUAL FIXEti OR OPERAM.E CONSTRUCTION SUCH MG,ASCJFRES St4ALL iNGLJDE BUT REQUIRED AT SPECIFIC LOCATIONS FOR APMIANGES, PANEL, THAT MEETS ALL OF T� FOL L.ON IN& NOT Be LIMITED TO BRACING, SHORING FOR LOA05 CONDITIONS, DUE TO CONSTRUCTION EQLAPMR�NT, ETC, OBSiRVATION RECEPTACLES OTHER THAN NOTED ABOVE SHALL BE VISITS TO THE SITE BY THE EN&INEER SHALL NOT ii STAL L.W VERTICALLY AT 12" ABOVE FLOOR, MESS EXPOSED AREA OF AN TMNDIV#DUAL PANE INCLUDE INSPECTION OF THE ABOVE ITEMS, GALLED OUT OTHERWISE ON THE PLANS. GREATER THAN 4 50Fes. t i °t 1 MALL SWITCHES TO BE 42" ABOVE THE FLOOR. EXPOSED` BOTTOM LESS THAN 18" s F j ALL R6CiEF'TAGLE'S SHALL !9E GROUNDED TYPE. A THE momn> j THE PRO.JEGT OWNER 5HAt.L E1 PLOY THE Its EXPOSED TOP ED68 G14 ATBR THAN 36' � OR ARCHITECT REa tBLE FOR THE STRUCTURAL INSTALL. EXTERIOR LIGHT FIXTURES AT &4' ABOVE ABOVE THE PL GODR � DESIGN OR THE PERSON DESIGNATED BY THEM TO I FINISHED FLOOR (AT SIDES AND REAR) OR ABOVE PERFORM VISUAL STRUCTURAL OBSERVATION OF i HEADER. INSTALL DECORATIVE L16FHTS AT 'T8" ABOVE ONE OR MORE WALKIN6�SUtRFACFS WITHIN 56'i . CONSTRUCTION FOR ALL PHASES OF THE PROJECT. FINISHED FLOOR AT ENTRY DOORS AMP OTHER FRONT HORIZONTALLY OF THE ipi.Azmo, PER U00 SECTION 1102. NATION LOCATIONS. GLAZING IN RAILINGS REOARE E55 OF HEIGHT AWA0, j WALL SWITCHES COfWEGTED TO DUPLEX OU IJE 5 WALKING SURFACE. t , SHALL OPERATE TOP RECEPTACLE ONLY ON EACH SAFETY 6LAZING IS REWIRED,;AT WARDROBE DOOR. 5 OUTLET. w/ MIRRORS. UE'JG. SEC. 2406.9 " i C.ONGIiMF TIC OUTLET FOR MICROWAVE OVEN TO Be ON SEPARATE ALL ESCAPE OR ReSCLIE WINDfHWS FROM SING � CIRCUIT. ROOMS BELOW NTH FLO�L HAVE A � I� ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED MINIMUM NET CLEAR OPERABL.Gx�ARiA OF 5,T 50. T g ALL CONCRETE AND GROUT SHALL CONFORM WITH TO WEATHER SHALL BE WEATHER PROOF. MIN. NET CLEAR HEIGHT DIk*0N SHALL BE 24 F INCHES. WINDOWS PROVIDED A A M�4NS OF UBG CHANTER iq. s E5r,APE OR RESCUE SHALL HAA; A FINISHED SILL FOOTING TRENCHES AND STEEL REINFORCING, SHALL BEft"INO € f' "INO AW 101WHANICiAt. HEIGHT NOT MORE THAN 44 INCH ABOVE THE € EXAMINED AND CERTIFIED IN W4RITiNs BY THE T EN6#Nt ?R PRIOR TO C FLOOR. WINDOW MANUFAC AND WINDOW 6EOL0GtGAL INSF'EGTION E'1' BUiLJ?iNG OFFICIAL AND PLACEMENT ALL WORK SHALL BE IN FULL. ACCORDANCE WITH ALL INSTAL RS $HALL VERITY.�T THESE: REGUIREMENFTI CODES, RULES AND REGULATIONS OF GOVERNING ARE! LET. UBG SEE. 310.4. OF C40WRM AGENGfG-'a. WATER LINES UNDER SLABS 5HALL BE TYPE V CEMENT IS REQUIRED AT SOILS WITH MEDIUM ` L' , ABOVE 5i A85 SHt�4ld BE TYPE 'M'. AND HIGH SULFATE CONTENT PER UBC SECTION 1404. WATER CLOSETS SMALL HAVE MIN. SO' SIDE: 4 24' 4 FRONT CLEARANCE. SILL t401 PiNlfr r CONCRETE STRENGTH SHALL NOT BE LESS LOW PLOW TOILET db (25&ALJ I.USHU SHOWER HEAD (2&PM4 .2 ) FAUCET (26 " SMALL. BE iN5TALLED. A, INTERIOR NONE)EARIN6 WAL`!.S, 'RAMSET" 1/4• DiA41 THAN 25oO P.SJ. ' DWELLING SHALL. PROVIDE MINIMUM HEATING FACILITIES SHOT FINS I.G.B.O. M 16M OR AaPPROVED EQUAL W/ �I MIN. 1-1/2' EMBED. INTO CONK 4 56" O.G. MAX. W/ QUALITY MIXING, PLPKEMENT AND CURING OF CONCRETE 5HALL CONFORM WITH UBG SECTION IgO4. CAPABLE OF MAINTAINING h ROOM�TTJRE 5' MIN. 4 4' MAX. FROM ENDS DF PLATE. OF 'TO' P AT A POINTE OF 5 POT ABOVE THE FLOOR rATIONS. i SEE FOUNDATION PLAN FOR L ?"RAi�ISET' ALL STEEL. REINFORCING ANCHOR i30i..TS, DOWELS 4 IN ALL HABITABLE ROOMS B. INTERIOR BEARING WALLS, r�" t/4 DID. s OTHER INGMTS SHALL BE SECURED INTO POSITION } FAU COMPARTMENTS SHALL BE 12' WIDER THAN THE SHOT PINS I.0.54. a 163q OR i" PPROVVP EQUAL w/ �'t FORE FOUNDATION INSPECTION AND PLACEMENT FAU WITH MINIMUM 3' CLEAtRANGE AT SIDES, BACK MIN. 1-1/2' EMBED'. INTO GONG.)* 24' O.C. MAX. w/ OF CONCRETE PER UBG. 4 NO TOP AND 6' IN FRONT. CIR.GULATTNG AIR SUR ..Y 5' MIN 4 q' MAX. FROM ENDS aOF PLATE. i ALL REINPORGING STEEL 5HALL BE INTERMEDIATE OPENINGS AND DUCTS SMALL BE MINIMUM 200 SEE FOUNDATION PL AN FOR L{ ATiONS. GRADE TO AS.TH1(A^bi5-SOIL INCHES OR MINIMUM 2 SQUARE INCHES PER 1000 BTUM C. EXTERIOR WALLS, 5!8' DIA=<ANGI.OR BOLTS W/ w, g " NTH HALF IN THE UPPER 12. OF THE COMPARTMENT AND HALF NOT MORE THAN THE 12' ABOVE THE BASE' OF T• S i D INTO FOOTING o 6'�O. 0G MAJCiMiUM WEL.DIN& OF REINPORCAW STEEL SHALL CONFORM TO AYS P12-1 USING PROPER 1-0104- f &EN ; y, THE FAA). SEPARATE DUCTS TO OUTSIDE AIR OR EXCEPT AS NOTED ON F011Npf iiON PLAN MAX, 12' �r FROM AND DOORS ! FOUNDATION ELECTRODES. VENTILATED A AND LOWER COMSkO°✓TtON SUPPLY. VENT EXHAUST TH ROV014 ROOF. PLArI FOR. SPACINS a SHEAR)NALLS, REINPORGING BARS MARKED GONT, SHALL BE � LIGHTWEIGHT CONCRETE SHAL.,�. GOMiMY WITH t SPLICED WITH A MIN. LAP OF 40 DID, IN MTA50NRY 4 r PROVIDE A PRESSURE-TL RATURE REUEF VALVE , CONDITIONS OF i.G.15D. RCM REPORT #1561 OFUN 30 DiA, IN CONCRETE UNLESS OTHERWISE NOTED. # FOR WATER HEATS` WITH A GRAVITY DRAIN TO THE 824140 OR OTHER LG.BA APP,LOVAI- OUTSIDE TERMINATING 6" ABOVE GRADE POINTING DOAK PROVIDE COMBUSTION AIR TO WATER HEATER ELECTRICAL 6ROUNPs EXTENJ� ONE REIiEOLCtNG B� COMPARTMENTS IN ACCORDANCE WITH THE UP 18' ABOVE CONCRETE AT f)LEGTRICAL PANEL ; REQUIP29' S FOR FADS, EXG4!PT MINIMUM OF ONE LOCATION, MiN. LENGTH 20 PT tUPER 6ROUFD PL'R i I SQUARE INCH PER 1000 ST UH Ate tO0 SQUARE INCH. NF4. ARTICLE 254-81(4) 4 sO-N4j. MANiINi 1 VENT' EXHAUST THROUGH ROOF. FAU'S OR WAS INSTALLED IN &ARAaSES SMALL, BE ON ALL WOOD PRODUCTS SHALL FE PER UEG C+IAPTER 25 1 MINIMUM 18" HIGH PLATFORMS. PROVIDE LATERAL SEISMIC STRAP AT TOP 4 BOTTOM OF WATER DATER. SHWT WTAL ALL LI)MUR SHALL Be DOUGL A5 FIR -LARCH UNLESS PROVIDE 26 6A, GORR0510 RESISTANT F1ASiilF OTHERWISE SPECIFIED. LUMP SHALL CONFORM TO WATER HEATER TO HAVE EXTERNAL BLANKET R-12 OR AND COUNTER FLASHING AT A L ROOr° AND WALL UBC STANDARDS 23-1, 23-2, 23 3 4 23-4 hREATER HHC11' WATER INLET AND OUTLET PIPE INSULATED EXTERNALLY MAPPED WITH R-3 OR INTERSECTIONS. ALL STRUCTURAL LUMBER SHALL Be CRAVED IN AGGORDANGE WITH '6RAsDIN6 4 DRESSING RULE #116 � i GREATER (FIRST FIVE FEET iN LMONDITIONEP SPACE). PROVIDE 6.h D{VLfRTERS AT / Li EXT.DOORFNAtYS, PROVIDE 26 6A &.#. PEEP SG A'S RECIUiRED BTU OF THE NEST COAST LU MBE RMAN'S ASSOCIATION". ALL EXHAUST FAN SYSTEMS $H ALL BE PROV#iDED WITH SACK DRAFT DAMPERS tNGLUDIN6 RANGE HOOD UBG 2506'5. 4 MINIMUM NAILING REMIRtMENTS SMALL C.0MPLY s EXHAUST PAN. ALL_ PEs 1TRATms THROUS44 AAA HOUIR FIRE RATELT WITH GODDE TABLE 2311-5I. TUBS AND SHOWER'S SHALL HAVE SOLID CONW50TION M"ARTi-now SHALL BE MADE OTH NOT L.E55 THAN 2 iaA, 0.1. METAL SEALED AT i.x HOLM FOR T3OLT5 SHALL BE BORED WA BIT i/52" TO i ON WASTE, OVERFLOW AND TRAP. 1/16' LARGER THAN THE NOMINAL BOLT DIAMETER. ALL PROVIDE PERMANENT TYPE BAGKPLOWt PREVENi'ER BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEAD Aid? PUT. ALL BOLTS SHALL BE RE-�TIOHTEAED 3 i AT ALL HOSE i3fE3 °+. PROVIDE MIN. 26 &A. &ALY #ION VALLEY FLASHINGa J' PRIOR TO APPLICATION OF PLYWOOD, PLASTER, 1 GALVANIZED OR PVC WATER PIPE SHALL Nf4t BE USED OVER ONE LAYER OF 150 FEL?" PER UBC, SEC. 1508 '�� DRYWALL, ETC. I i IN ANY CASE. 150q. THE CENTER OF ANY FLASHING THROUGH �, ROOF VENTS, AND ALL t" IiiCAL SERVICE I ALL WOOD BEARING ON CONCRETE OR MASONRY USE CAST IRON WASTE LINES FROM SECOND FLOOR TO CANIECTIONS Si4Al1. NOT B!a I THHAtN I2' ("ROM A� -L BE PRESSURE TREATED D LAS FIR. GROUND FLOOR. VALLEY FLASHING. EXP05ED PLYWOOD SHALL BE EXTERIOR GRAVE 4 ' l ABS 4 PVC INSTALLATIONS ARE LIMITED TO SHALL EFE BONDED Y9/ lUcfER10R 0R INTERMEDIATE RESIDENTIAL CONSTRUCTION NOT MORE THAN TWO RpQtrjr ; 1 STORIES IN HEIGHT PER UPI`. SEC, -01.1. USE CAST PROVIDE I X 6 LET -IN BRACE O APPROXiMATELY I IRON THRt)14'3FKOUT. RAFTER TIES SHALL BE iMtt ATELY ABOVEGEtL1N 45 EVERY 25 LINEAL FT. OF WALLS NOT t . BREAK ALL VENT PIPES BEHIND MAIN RIDGE MERE' JOISTS • 460 OG. WHERE CEIL N& JO15T5 ARE NOT � PARALLEL TO RAFTERS. PROVIDE TiES PER0601 SHEATHED 4 0 ALL CORNER'S. BRACE SHALL RUN CONT. FROM TOP PLATES TO SILL PLATE. i A POSSIBLE. TO CEILING JOISTS t HIP 4 DUTCH &AGILE ROOFS. SUBLFOOR SHALL LE 5/6' 'T46" UNDERI-AYMENT BUILT-UP ROOF. a &RAVe PLYWOOD 02A6i GLUED AND NAILED WITH i"INltibi l0 2s12 OR &RF.AT' R,,,5001► CRU6.4IED ROCK PER W., RING SHANK NAILS UNLESS OTHERRWiSE NOTED, 3-19001 AS. FELT. sal ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT n_ ALL LATH 4 PLASTERING SHALL CONFORM To HOT MOPPED, OVER 5/6" T 4 P EXT. GRADE PLYWOQ STANDARDS PS 1-63. EACH SHEET OF PLYWOOD CHAPTER 25. Q32/L6i SHT6. 15-6 LESS THAN 2, {2.300 C146*00 ROCK PER SQL, SHALL BE, IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERiCAN PLYWOOD PROVIDE STUCCO BASE SCREW PER UBC SEC. 25065 5-151D AS. PELT, HOT HOPPED,7VER 5/8" T46 EXT. N ASSOCIATION. ALL. PLYWOOD SMALL. BE CLASSIFIED SHOWER WALLS, OVER BATH TUBS SHALL BE OF � F'i-YWOOD (32.I6I 5HT Cyr. (OR PER ROOF PLAN��F PER TABLE 15-E, TABLE 15-F ADD f5-& A5 EXPOS 11, FOR PLYWOOD THICKNESS, GRAZES AND SPAN RATINGS (PANEL IDENTIFICATION INDEXES( APPROVED NONABSORBENT WATERPROOF MATERIAL TO A MIN. NE16K OF SIX FEET ABOVE THE FLOOR USE CONT, 26 &A. &.I. GRAVEL 15TOP WITH A 12' MiN.'' �? cis P�� WAINSCOT SHALL ALSO � A FULL 4" BEYOND LAP IN FULL. MASTIC. ; G THE FACE OF THE SHOWIER. PAN. SEE PLANS FOR GONG. TILE ROOF -ALL TILES O HAVE A MIN. 3" I( MATERIAL AND EXACT HEI6W TU59 AND SHk7WI?J'tS HEAD LAP OVER I X 2 STRIPS,£OVER 1/2' EXT, &� � &LED- LAMINATED BEAMS SHALL BE MARKED WITH TILE FINISI SHALL BE SET IN MORTAR BED PLYWOOD (32116) SHHA&. NAtLS!TO BE 10d COPPER ANSI AiTC STANDARD A1290-1 OVER FETAL LATH. GALVANIZED, OR STAINLESS"!EL. RIDE 4 HIP TIL� TO Be SECARELY FASTEN NIIT# 14 &A. CORROSION PROVIDE FIELD INSPECTOR MTH APPROVED "CERTIFICATION ALL EXPOSED GYP. BOARD SHALL HAVE METAL. RESISTANT WIRE LACED THROW HOLH13 AND OF INSPECTION" FOR GLUED - I EDGES. SECURELY ANCHORED TO NAI! LEADS. ALL � LAMINATED BEAMS. CONDITIONS OF INSTALLATIOW'SHALL BE IN NAIL 5/8" GYP. BOARD WiTH 6d COOLER NAILS, ACCORDANCE WITH MANUFACTURER'S 6PECIFICATIOI 4 1/2" GYP. BOARD WITH 5d COOLER NAILS o MIN. PER LEC STANDARD I" AN0gTABLE 15-0.1 AND � � �r I" O.C. EDGES AND FIELD. NBG TABLE 2" AND TABLE 2"). TABLE 15-0-2. 1 �! ALL GYP. BOARD AND CORNER BEAD NAILIN& TO BE 0 INSPECTED AND APPROVED PRIOR TO TAPING. &J. FLASH AND CAULK WOOD BEAM 4 OUTi..00KFR �iD1ClS !+�lTEGTt9l: I FRAMING PROJECTIONS t EXTERIOR WALLS OR SMOKE DEFECTORS SHALL INSTALLED PER Or, ROOF SLIRFAgro{~a, SEC.310.q. �` C DRYWALLs DRYWALL NAILING SHALL BE PER UBG 2515 PROVIDE AND INSTALL IIOV A.'-PROVE#D SMOKE SEC. 2511, 2504, 2512 AND SHALL E3E INSPECTED PETEOTOft WiT14 BATTERY Bi.'44Q P IN BAC44 SLIMPIE44 PRIOR TO TAPING AND SPACKLING. INTERIOR POLL-5 ROOM AND AT A POINT GBNTR)f LLY LOCATED IN TH& SHALL BE L:OS/ERED WITH ONE LAYh2R GYPSUM WAL AREA &tViNG AGGE3Es TO SEPARATE �INi4 I ' BOARD, NAILED OffIECTLY TO STUDS AND JOISTS, AREA, IN DWELLING, UNITS TW, T HAVE MORE THAN WITH ALL SEAMS TAPED AND FILLED PLUSH WiTH STORY, SMOKE DETECTORS Sf� BE INSTALLED 04� APPROVED .JOINT COMPOUND IN ACCORDANCE WITH EACH STORY AND IN THE BASONENT, 114E SMOKE THE MANUFACTURER'S SPECIFICATIONS. ALL. NAIL.- DETECTOR MUST BE IN CLOSM3 PROXIMITY OF A HEADS SHALL BE D{ D AND SPA0CCLE"D PLUSH STAiRWkTLL. g �i WITH COMPOUND, CEILINGS, EX015" FOR ENAMELED SURFACES, SHALL BE TEXTURED PER FIN. SGHEDULS. IN FEW GOFLraTRUGTION RECoiU1fi ? SMOKE DETECT ORI�' SHALL ROrEIVE THEIR PRIMACY POWER FROM THE WHERE INDICATED ON PLANS, AT ALL DIVISION BUILDING WIRING WHEN SUCH WRING 15 SERVED FORFsfi iE WALLS AND CEILIN65, INSTALL ONE LAYER OF 5/6" A CO*IMEROIAL SOURCE AND L BE EQUiPl D TYPE 'X' 6YPSUMT WALL BOARD. PROVIDE i-LAYER A BATTERY SAC.KUP. THE PVtOTOR SHALL EMIT AN, 5I8" TYPE 'X' GYPSUM WALLBOARD • ALL ENCLOSED SIGNAL WHEN THE SA1TERY 1S�I1 OK WIRING %wi. 1 USEABLE SPACE BELOW STAIRS, AND ALL SURFACES PERMANENT AND WITHOUT A VISGONHECTiNG SWOTGM,��� ON THE INTERIOR SIDE OF ALL LAUNDRY allTM, OTHER THAN T14 OW THAT AR�REQIJIRED FOR TXR98WAIiL'R5 AND ELEVATOR SHAFTS. OVERGURRtSNT INSPECTION. S fOIKE DETECTORS Be SOLELY BATTERY OPE AT D WHEN INSTALLED iki f � EXISTIN& BUILDINGS OR IN BUGPIN&5 W{THiOUT �; C4X4ERCIAL POWDER OR IN BUILDINGS WMICH UNDER €' O ALTERATIONS, REPAIRS OR 1R DITiONS RE&tJLATED SEC. SIOAl2. N. I I 4-1 i V $ E f�[ { fry\ _ R1 4 I1� ti (F PROPERTY LINE s i 1 50.00, Y t Y REWIRED LFW INE N7YAR SMACKR N EX. LAfr5(' ..,. 4 AID t `EX. 51DEWALK ---- EX. PARKWAY U'I VERIFY EXIE fo , L.OT N 1 TRACT WX "A 104-Ogi-02 CITY OF SANAA AM 0OUNTY OF ORANSe, CA LOT SIZE EX. SITE AIREAI SOOO SCR. FT. EX. MAUAN6 FOOTPMW 40 !S& FT. EX. SITE C4VE°tea I'm EX. 51TE AREA, 3000 sa f"T. MEN BWLOINS F OrTmNT' 610 sa Fl: NON SITE C01VORAD5E, 2.'^ ADJACENT EXIST. 51NGLE--FAMILY RESIDENCE EX. CURB GUTTER i I=OOTA6r= .... .. rr ♦ ♦ .. r♦ �♦ r;' ♦ t .. SEPARATE PERMIT 15 RI"CdU1RED FOR EACH BUIL31NEi OR STRUCTURE, Fo4m HALLS, RETAMINS _�- ♦-7�»-.. �r :z�r.�..�-sal:..,,,» r s- a' sr +rt M -ter ♦" I a. _j rp r s 00CIPA140Y 6ROUP CO145TRUCTION TYPE CITY OF SAWA ANA, CA 2001 G,B.C., 2001 0112.01 worc.M.C., 2001.G.E.G. gi Ir +M Arcadia s ,r Vista, a 412054 s i s+t1►r 0YVN l�/Q10I 3 AVV S � t� W. Jesus GmZales i i 1110 5. Clara St Santa Ana, GA c12104 ti i 1 1 1 i A ! OLf� i 1 t DATE 08-04-05 APPROVED: REVISIONS ..a . �. DRAWN BY: JD r` t�- JOB NO PL iNtt' -1� . 01-�P-60nzalez 1 �°a r CONT A C' HONE 7 i J' l SCALE law SHEET of tp NEW SOLID WOOD LAP 51DIN6 OVER APPV7a HLDG PAPER I L =1ru-T "!!1 I 2m n "o t-- 1 +l-e i' r c i - Ml ,� - EX1:5T. TYP. STUCCO �^--- — FIN15H OVER APPV-? BL.DS PAPER Will i •♦ "ii i ► -ii 11 r-RONT ELEVATION N NEW 50LID WOoD ` D6 SIDING R APPvxa 1) ALL EXISTING WINOOM ARE DUAL 61.AZED,VINYL, 5L. GL. NEW WINDOWS SHALL MATCH EXISTING, STYLE AND MATERIAL. 2) ALL EXTERIOR FIN154 SHALL MATCH EXISTING, STYLE AND MATERIAL. 5) ALL NEW ROOF LINES AND FINISHES SHALL MATCH EXI5TI146, STYLE AND MATERIAL. r rOMINCSUEZ ,P 4150 • .► Ave #50 Visto, •412045.4 OANE /J05- APPRE5S W. Jesus Gonzales 1110 5. Clara St Santa Ana, GA 412704 714-850-gI56 DATE Ob-04-05 APPROVED: REVISIONS DRAWN BY: -V JOB NO. ©2-FP-Gonzalez SCALE 1/4"= V-O" SHEET � of 4 ------------------------------------------------------- { { { i ( m i { EXIST. RIDGE i An k � i 1 0 5112 MATCH I EXIST. NOTES ROOF SHTC-P. NOTE UNINCORPORATED AREA THE GOL CONSIDERED TO BE A "SPECIALAL WIND REGION." ROOF 5HTG. TO BE 1/2" EXTERIOR GRADE PLYWOOD ALL IN5TRUCTION5. ALL FASTENERS TO PANEL 2tDOUNDARIES,BOUNDARIEPANELROOF FASTENERS SHALL BE INSTALLED PER (32/1/th) 6), 4 8d wl 8d 0 b" O.C.p.G. Et2" O.G. 1N FIELD. U.N.O. 1� ANILIFACTURER'S RES15T WIND LOAD OF NOT LE55 THAN 80 MPH O.G. BLDG. ORD. #3869 SEE DETAIL: 15/0-12 ROOFING MANUFACTURER TO PROVIDE SAMPLES OF COLORS AT JOB SITE FOR OWNER, AND D.G.A. APPROVAL PRIOR TO ORDERING OF MATERIALS. PROVIDE G.1. METAL FLASHING AT ALL ROOF # HALL INTERSECTIONS. PROVIDE 67.1. METAL FLASHING AT ALL VALLEYS. /°'^�� A A � { � ��� „ � SEE GENERAL NOTES 4 SPECIFICATIONS +✓ FOR ADDITIONAL FRAMING 4 MATERIALS NOTES. L ( ALL RIDGE HE1614T5 ARE TO TOP OF FIN1514 ROOFING MATERIALS. HATCHING INDICATES "CALIF." ROOF FRAMING. SHADED AREAS INDICATE INTERIOR BEARING WALLS, BEAMS OR FIB... HT. Sl WALLS BELOW. PROVIDE 2x6 lK1CICER5 FROM BEARING POINTS d WALLS BELOW TO HIPS, VALLEYS 3 RIDGES 0 45 DEG. ANGLE MIN. TYPICAL NOWSHLEAR WALL ANCHOR BOLTS BE "*,VIA. w/ 2" Sa X 3V6" THK WASH ALL ANCHOR BOLT EMBEDMENT TO BE MINA INTO FOOTING BEYOND GOLD JOINT. SILL PLATE5 SHALL HAVE MIN. 2 ANCHOR E w/ ONE BOLT WITHIN 12" OF EACH END OF 51 NIT w/ WASHER SHALL BE Tim ON E.4 BOLT TO THE SILL PLATE PER U,B G. SECTTO NON -SHEAR WALL INTERIOR FOOTINGS MAY IRAMSET" 1/4° VIA, SHOT PINS o 24" O,G., Ix PIN Et0 EMBEDMENT TOOR � IMI M i EMAILED " INTO Cok ANCHOR BOLT SPACING AT SHEAR WALLS SHEAR AW-40R BOLT 5IZE 4 SPACING WAIT-= wl MIN. 2x Pi T)F SILL L :..a. 5/b" DIA: ANCHOR BOLTS O 10 5lH" D1Aw' ANCHOR BOLTS o 24" 04. SWEAR ANGHOFt EkOl.T SIZE 4 SPA,GLNG WALL# w/ MIN. 3x PTOP SILL !i 518" VIA. ANCHOR BOLTS o 16, 041. 12 3/4" VIA. ANCHOR, BOLTS 0 24" OX;. (3 3l4" DIA. ANCHOR EM75 o 24" O.C..',,.. i4 3l4" VIA. ANCHOR BOLTS 0 16" 04„ WHERE 5HEAR PANELS OCCUR ON BOTH SIDES O A WALL ANCHOR BOLT SPACING SHALL BE HALF THAT SPECIFIED IN THIS SCHEDULE. FOR EXIST. FIG. USE "51MPSON" EPDXY ET W/ MIN. 6" EMEEDM'ENT W/ INSPECTION, FOR SIZE AND SPAGINS OF BOLTS SEE ANGHCiF2 BOLT NOTE ABOVE. I. ALL STUDS SHALL BE SPACED O 16" O.G. 2 ALL STUDS AND TOP PLATES AND ANCHOR SILLS AT WALL WS 10,11,120,414 WITH SHEAR; j MO P.L.F. 4 6REATER SHALL BE 3X OR ADM AT PANEL JOINTS AND SILL AT Ill 3. ALL NAILS FOR PLYWD SHALL BE CO" -ION NAILS U". 4. ALL NAILS %AL.L. BE STA66l WHERE NAILS SPACED 2 INCHES Q.G. 5. ALL LAG BOLTS SMALL HAVE 1.5" MIN. "EDMENT INTO SUPPORTING GCS 6. ALL 20d NAIL HOLES SHALL. Be PREDRILLEI 7. ALL WASHERS FOR SILL ANCHOR BOLTS SHALL BE 2" 60. X 3116" TW- b. FOR ANCHOR BOLT LENGTH, RM TO FOU Al DETAILS'". ALL ANCHOR BOLTS SMALL. HAVE T* P Emsemn4T FROM FIRST POUR. 5HEAFt PANEL SCHEDULE! � WALL# PLYWOOD 4 NAILING MR ALLOWABLE SIL.Lj AILING U.B.G. TABLE 23=-1-K 1 SHEAR i 1 3l8" STRUCT. 11 PLYWD. q wl 8d o 600.G. BOUND. 4 260 PLF lood 6" O.G. EV6ES 4 12"0.0. FIELD 3/6" STRUGT. II PLYWD. 10 w/ bd 0 4"04. BOUND. 4 sn" PLF It d 4" O.G. EDGES 4 12"0.0. FIELD SHEAR HALL * ANCHOR BOLT SIZE 4 SPACING W/ MIN 3X PTVF SILL ,{ 3/8, STRUCT. If PLYWD, 2 3" O.G. II w18d o 3"O.G. BOUND. 4 440 PLF " I " VIA. LaA6 E06E5 4 12"0.6. FIELD L AT 16" O.C. Al2 31b" STRUCT. LI PLYWD. 2-112" Off. W Od o 2"0.6. BOUND. 4 650 PL.F ov, " D1A. LAG EDSE'3 4 12"O.C. FIELD B1L { AT 12" O G. AIaf G I5152" STRUCT. 11 PLYWD. 2 • 2" O.G. K/ 10d 0 2"O.G. BK0tl 4 T7o PLF " DIA. LAG EDSES 4 12"04. FIELD BOLVi AT 10" 04. AG141132" STRUCT. 11 PLYWD. 2 ) 2" O.G. w/ 10d O 2"O.G. BOUND. 4 brio PLF OIL 1" DIA. LAG EDGES 4 12"04. FIELD 5?L AT WO.C. +'s L::...a INDICATES SHEAR WALL NOT I { INCLUDED IN STRUCT: VMS[CN 1 FOR SHEAR PANELS 11, 12.15 # 14 PROVIDE MIN. 5x BOUNDARY MEMBERS 4 5ILL PLATE 050PL_F) w1 j STAGGED NALLING 0 BOUNDARIES 4 El3. THE MAX. HEIGHT TO WIDTH RATIO FOR SHEAR S' 2,1 UNBLOCKED SHEAR !"CALLS ARE NOT PERMITTED. WHERE PANELS ARE APPLIED TO BOTH FACES OF A WALL 4 NAIL SPACINS IS LESS THAN 6" 04.1 PANEL JOINTS SHALL BE OFFSET TO FALL ON ! DIET FRAMING MEMBERS OR FRAMING 5HAL I I 1 E MIN. 3x W/ NAILS ON EACH SIDE STA C-RW. 1 SILL NAILING SHALL BE HALF THAT SPECIFIED IN THIS 5CtiET7UL.E AND STAB W MIN 3x SILL P� i' (U. ALL STUDS SMALL Be SPACED o 16" O.G. (2). ALL NAILS FOR PLYWOOD SHALL BE COMMON, 1' ` ONO. (3). ALL NAILS SHALL BE STASGERE D y E MAI SPACED 2° 04 (4). ALL FIELD NAILS TO BE IOd o 12" OZ. 0). ALL LAS BOLTS SHALL HAVE 1-1/2" MIN INTO SUFFORTINS WOOD may. (6). ALL 20d NAIL HOLES SHALL. BE PREDWLL.ED. STUD SIZE NOTE BEARING WALLS 2x4 STUDS 0 16" O.G. MAX. HTT., 10'-0" 3x4 STUDS o I6" O.G. MAX. HUT., .10'-O" 2x6 STUDS o 16" O.G. MAX. HUT., IW-O" 2x8 5=6 0 16" O.G. MAX. HIT., 161-0" NON-130ARIN6 WALLS 2x4 STUDS 0 16" O.C. MAX. HIT'., 1*-0" 2x3 STUDS o 16. O.G. MAX. HIT., 141-0" 2x6 STUDS o 16" O.C. MAX HUT., 201-0" UTILITY GRADE STUDS SHALL NOT BE SPA IED, MORE THAN 16" O.G., OR SUPPORT MORE THAN ONE ROOF AND GELLING, OR EXCZED &-O" IN HE16HHi' FOR EXTERIOR AND LOAD BEARING MALLS, OR to--o- IN HEIGHT FOR INTERIOR NON -BEARING WALLS. ALL PLUMBING WALLS TO BE 2 x 6 STUDS MIN. STUD MAX HEIGHTS PER U.B.G. TABLE 23-1-R3. f�OUN=�ATION PLAN 4X4 HOR 4 DEL I Q{ ry! H T 6 17-1 D-1ti 2X6 GLG .15TS ,� I yf 2X6 GL.G JSTS I. FOUNDATION EXCAVATIONS 4 RELN'-OR a-1 SHALL BE EXAMINED 4 CERTIFIED IN WRLTIN6 BY THE PROJECT GEOLOGICAL ENGINE@ PRIOR TO INSPECTION BY BUILDING OFFICIAL AND PLACEMENT OF CONCRETE. 2. THERE SHALL, BE NO TRENCHES OR EXCAVA- TIONS V-O" OR MORE IN DEPTH INTO WHICH A PERSON 15 REQUIRED TO DESCEND. OBTAIN PERMIT FROM GA DIV. OF INDUSTRIAL SAFETY PRIOR TO ISSUANCE OF SRADING PERMIT. 3. PLASTER WEEP SCI,-eWs TO BE MIN. 26 SA CORROSION RESISTANT METAL wl MIN. 3 1/2" V#3RT. ATTACHMENT FLANGE. SCRET75 TO - BE MIN, 4" ABOVE FIN. GRAVE OR 2" ABOVE PAVED SURFACES. LAP WEATHER BARRIER w/ EXT. LATH COVER 4 TERMINATE ON FLANGE. PER U.B.G. SECTION 25063 4. REFER TO ANCHOR BOLT NOTE FOR B01 T Sim 4 SPACINS 4 SILL THICKNESS 0 SHEAR WALLS. S. REFER TO SISO OGIGAL REPORT FOR VERIFICATION OF CONCRETE 51-06B THICKNESS 4 FOOTING WIDTH 4 DEPTH. . 6. WOOD MEMBERS IN CoMTAGT w1 CON01;MTE SHALL BE PRESSURE TREATED VOUiS A5 FIR (P.T.D.F) OR FOUNDATION FaWOOD w/ MARK OR BRAN FROM APPROVED A69l PER U.B.G. 5EGTION 2511.4 4 2326.6 T. ELECTRICAL OUTLET LOCATIONS IN CONGRETE SLABS SHALL BE VERIFIED W OWNER 8. FOR HOLDOWNS o FOOTINGS SEE DETAIL, HOLVVOM HARDWARE TO BE SEC.I,1RW IN PLACE PRIOR TO FOUNDATION IMSPWTK**. HOUSE SLA►$ NOTE 4" NOMINAL. CONCRETE SLAB FLOOR„ FILL, PUDDLE AND TAMP. USE 10"x 10"- #10 x #10 L"L=L.DED WIRE MESH 0 SLAB MID-MI&IT OVER 2" SAND OVER PAIN, ALMIL VISaAWN i ALTERNATE SLAB INFi'cINS, i ER � 0 18" 04. 0 SLAB MID --HEIGHT. FRAMIN6 NOTES 1. USE "SIMPSON" HANGERS OR APPROVED EQUAL AT JOISTS HIAN9ING MOM BEAM, AND AT ALL BEAM TO BEAM CONNECTIONS PER PLAN. 2. AMID HEAVERS LA,RGm -rom 4xio To BE SUPPORTED AT EACH END WITH A 4x POST OR LAR4aM BEAMS AND PEACE S 4x10 OR SIMALLM TO BE SUPPORTED AT EACH ENV BY iDOLME STUDS E:XGEPT' AS NOTED ON PLANS. 3. PROVIDE "T,A-5So* OR EmAL BELOW WALLS EXCEPT AS NOTED OTHERWISE ON PLANS 0 COMPOSITE TRUSS FLOOR FRAMING. PROVIDE "T.11" BL.ACKtNG r-oW WALLS PE�IGiJL.,AR TO JOISTS. PROVIDE DOUBLE JOISTS BELOW NON-BE;ARIN6, AND TRIPLE JOISTS BELOW BEARING WALLS EXCEPT AS NOTED OTHERWISE ON PLANS 0 BOND WITH i2- 6V R S NA�o 224FRA�" 1A , ALTERNATE 51VEiS. SOLID BLOCK BELOW WALLS PEfiiPEN- V C:ULAR TO JoIsm 4. FIREBLAGK ALL DROPPED AND SOFFITEV CEILINGS, TYPICAL. S PROVIDE RAFTER. TIES o 46" OZ, IN LONER 113 OF ATTIC- SPACE WHERE CEILING JOISTS ARE NOT PARALLEL TO ROOF RAFTERS, 6. ALL FRAMING HARDWARE TO BE 'SIMPSON STRONG TIE INC." OR APPROVED E>>l1AL.. `T. WHERE M- TOP PLATES ARE BROKEN OR INTERRUPTED PROVIDE MIN. 1/8" TWX 1-1/2" WIDE METAL TIE STRAPS, LAP ALL. TOP PLATE SPLICES MIN. 41-00. 6. ALL UNSPECIFIED HEADERS TO BE MIN. 4x4. Of, ALL POSTS 4x4 AND LARGM TO HAVE `SIMPSON' A-35 EACH SIDE OF POST TO TOP AND BOTTOM PLATES U1W ON PLANS. 10. ALL PLUMBING WALLS TO BE MIN. 2xb STUNS If. GLUED -LAMINATED BEAMS SHALL. BE MARKED AJ�"i1lAdTC STANDARD AI90.L. 12. PROVIDE FIELD INSPECTOR WITH APPROVED "�GE�RryTIF�IGA�T{►I�O�N�OgF INSPECTION" FOR ALL GLUIED4AMINATED BEAMS 13. ALL. UPPER FLOOR SHEAR PAM IS No BEARINS WALLS TO EXTEND TO ROOF FRAMINS Mom. 14. WHERE SHEAR WALLS ARE CONTINUOUS ACROSS OTHER HALLS, POF''OQUTS OR FURRING, APPLY SHEAR PANEL PRIOR TO OTHER FRAM l TO PRESERVE: ',SHEAR WALL GONTTNu1TY. b DEL !j LE&END SHLEAR PANEL Pf�i 9GkIEVk� ENG1NE132S SWEAR WALL # PER ASYC' STRUCTURAL CALCULATIONS PANEL LENSTH l M MOMENT FRAME SHEAR PANEL.. SHEAR PANEL LOCATION # BEAM ELEVATION PER SG1UE]DU1..E ON PLAN BEAM # PER ENSINE RS GALLS. BEAM/JOIST LINE >IE--- BEARING POINT FROM ABOVE ON BEAM JOIST/RAFTER SPAN, TYPE AND SIZE PER SCH EWL.E tI�(F----- GAxnLEVERW JOISTS 'l `l 2x6 STUDS 0 16" O.C. INTERIOR BEARING WALL CONTINUED POST PROM ABOVE i3 BUILDING SECTION REFERENCE LETTER 12 BULLDINS SECTION S *r-T DETAIL REFERENCE NUMBER D4 DETAIL SHEET NUMBER L► ! O ArcoldioAve #50 Visto, CA 412054 .. 0 .► s +I/► .. Mr. Jaws Gonzales 1I10 5. Clara St Santa Ana, GA cI2704 714-850-gl58 DATE 08-04-05 APPROVED: REVISIONS DRAWN BY: -V JOB NO. O3-FR- c-o lez SCALE 1/4"= I '-O" SKEET of 4