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All ideas, drawings,specifications shown herein are the <br />property of West Coast Design Group and shall not be <br />used, copied, reproduced, or disclosed to any person, firm <br />or corporation, without the written consent of West Coast <br />Design Group. Any infringement will be subject to legal <br />action. The contractor shall verify and be responsible for all <br />dimensions and conditions on the job and notify this office of <br />any variations from dimensions and conditions shown <br />herewith. Written dimensions take precedence over scaled <br />dimensions. <br />Mark Transmittal Set Date Description <br />01 <br />02 <br />03 <br />12/19/2024 <br />3/14/2025 <br />3/27/2025 <br />Building Corr. <br />Building Corr. <br />Building Corr. #2 <br />SHEET TITLE <br />A-6 <br />SHEET 17 <br />PROJECT NO: <br />STATUS: <br />DRAWN BY: <br />CHK'D BY: <br /> <br /> <br />PROJECT: <br />CLIENT: <br />PLOT DATE: 3/27/2025 <br /> 52-24 <br />PLAN CHECK#:101122356 <br /> C <br />: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />j <br />e <br />r <br />r <br />y <br />\ <br />D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />t <br />i <br />a <br />l <br />\ <br />S <br />a <br />n <br />t <br />a <br /> <br />An <br />a <br /> <br />Gr <br />i <br />s <br />e <br />t <br /> <br />PI <br />\ <br />C <br />D <br />\ <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br /> <br />G <br />r <br />i <br />s <br />e <br />t <br /> <br />P <br />I <br />. <br />p <br />l <br />n <br /> Submittal <br /> <br />Details <br />ADU <br />3110 & 3112 S Griset Pl <br />Santa Ana, CA 92704 <br />Matthew Mallari & <br />Natalie Nguyen <br />PLANNING - DESIGN <br />41055 CHACO CANYON ROAD <br />MURRIETA CA 92562 <br />WEST COAST <br />DESIGN GROUP <br />Per Plan <br />GYP. BD. WHERE <br />OCCURS <br />NOTCH RIM JOIST <br />FOR 2X4 <br />2x RAFT. PER FRAMING <br />PLAN <br />INSULATION AS OCCURS <br />PLYWOOD AS INDICATED <br />ON FRAMING PLAN <br />SEE ROOF EAVE FOR <br />EDGE CONDITION <br />2X4 FLAT LOOK-OUT @ 48" <br />O.C. TO 2ND R.R. <br />MATCH SHEAR PANEL BELOW <br />DBL. TOP PLATE <br />NEW STUCCONOTE: <br />PROVIDE RADIANT <br />BARRIER ON THE <br />SIDEWALL IN THE ATTIC, <br />TYP. <br />ASPHALT SHINGLE ROOF <br />RADIANT BARRIER <br />E.N. <br />B.N. <br />E.N. <br />2X CONT. BLKG. @ <br />SAME HT AS TOP PLATE <br />LPT4 SEE <br />FRAMING PLAN <br />2x @ 16" O.C. <br />PLAN <br />RAFTERS PER <br />R-30 INSUL. <br />2x SHAPED BL'K. W/SIMPSON <br />A35 @ EA. END <br />1/2" GYP. BD. <br />2x DB'L TOP P <br />ASPHALT SHINGLE <br />PLYWD. PER FRAMING <br />(N) STUCCO FIN. <br />INSULATION <br />L <br />CUT RAFTERS TO <br />CONCEAL RAFTER <br />BEHIND FASCIA <br />1" BAFFLE <br />RADIANT <br />BARRIER <br />A35 SEE FRAMING PLAN <br />B.N. <br />E.N. <br />2" <br />HE <br />A <br />D <br />L <br />A <br />P <br /> <br />MIN <br />. <br />METAL DRIP EDGE <br />END LAP A MIN. OF <br />6" MIN. <br />SUCCEEDING COURSES OF <br />ASPHALT IMPREGNATED FELT <br />UNDERLAYMENT OR OTHER <br />APPROVED MATERIAL WITH <br />MINIMUM 2" HEADLAP AS <br />APPROVED BY LOCAL CODES <br />UNDERLAYMENT ATTACHED TO <br />RESIST WIND DAMAGE <br />FASTNERS NOT DRIVEN FLUSH TO <br />ROOFING FELT . ANY OTHER <br />PUNCTURE AND/OR TEAR IN THE <br />FELT MUST BE SEALED WITH <br />MEMBRANE COMPATABLE <br />SEALANT OR ADDITIONAL <br />UNDERLAYMENT <br />FELT MUST TURN <br />DOWN OVER RAKE <br />EDGE A MIN. 1" <br />ROOF DECK <br />2" LONG BY 1/4" DIA. LAG <br />BOLT OR WOOD SCREWS <br />OR EQUAL AT EACH END <br />LOWER STRAP AT <br />LEAST 4" ABOVE <br />THE STRAP <br />PROVIDE VENTING IN <br />ACCORDANCE WITH <br />MANUFACTURER'S INSTRUCTIONS <br />AND LOCAL CODE <br />2. WATER HEATERS INSTALLED IN A GARAGE SHALL BE <br />INSTALLED ON A PLATFORM A MINIMUM 18 INCHES <br />ABOVE THE GARAGE FLOOR. <br />3. WATER HEATERS ARE NOT ALLOWED IN <br />BATHROOMS, CLOTHES CLOSETS, ROOMS USED FOR <br />SLEEPING PURPOSES, OR ANY CONFINED SPACE <br />OPENING INTO A BATH OR BEDROOM. <br />ONE-INCH WIDE 16 GA. <br />STEEL WITHIN THE <br />UPPER AND LOWER <br />THIRD OF WATER <br />HEATER <br />1. ANCHOR THE WATER HEATER TO AN ADJACENT WALL <br />WITH A MINIMUM OF TWO, ONE INCH WIDE, 16 GAUGE, <br />GALV. STEEL STRAPS. STRAPS TO BE WITHIN THE <br />UPPER ONE-THIRD (1/3) AND LOWER ONE-THIRD (1/3) <br />OF THE WATER HEATER. AT THE LOWER POINT, A <br />MINIMUM DISTANCE OF FOUR (4) INCHES SHALL BE <br />MAINTAINED ABOVE ABOVE THE CONTROLS WITH THE <br />STRAPPING. PROVIDE A TWO (2) INCH LONG BY 1/4 <br />INCH DIAMETER LAG SCREW AT EACH END OF THE <br />STRAP. THE LAG SCREWS SHALL PENETRATE A <br />MINIMUM OF ONE AND ONE QUATER INCHES INTO A <br />MINIMUM TWO BY FOUR FRAMING MEMBER IN THE <br />ADJACENT WALL. <br />18" <br />4" <br />2 <br />1/ <br />2 <br />" <br />32" <br />24" <br />LOCALLY-APPROVED SEALANT** <br />(AROUND 11"x11" VENT OPENING) <br />UNDERLAYMENT PER <br />ROOFING PLAN <br />NONCOMBUSTIBLE, <br />CORROSION-RESISTANT <br />WIRE MESH <br />WEATHER <br />DIVERTERS <br />HIGH WIND <br />DIVERTER FLEXIBLE WIRE <br />FILAMENT <br />B <br />B <br />A <br />A <br />B B <br />TOP BOTTOM <br />FRONT <br />BACK <br />LEFT <br />RIGHT <br />SECTION B <br />SECTION A <br />ELEVATIONS <br />A <br />A <br />LOCALLY-APPROVED SEALANT <br />(AROUND OUTER FLANGE OF VENT) <br />O'HAGIN VENTS ARE MANUFACTURED USING: <br />- GALVANIZED STEEL 26 GAUGE G90 <br />- ALUMINUM .032 <br />- COPPER 16 OZ <br />- PRE-PAINTED GALVANIZED STEEL FINISHES**** <br /> (BLACK, BROWN, CHARCOAL, GRAY, TERRA <br />COTTA & WHITE) <br />ROOFING MATERIAL <br />ROOF DECK <br />18 <br />" <br />METER <br />NEW ELECTRICAL <br />SERVICE PANEL PER <br />PLAN <br />NEUTRAL <br />BUS <br />1-1/4" RISER <br />WOOD STUD WALL <br />1" #12 SCREWS <br />(TYPICAL) <br />#8 ARMORED SOLID <br />COPPER <br />(SEE NOTE #3) <br />TERMINAL ON CAN <br />BONDING JUMPER <br />20'-0" L.F. #4 <br />REINFORCING BAR 3" <br />FROM THE BOTTOM OF <br />FOOTING <br />(SEE NOTE #1) <br />#8 ARMORED SOLID <br />COPPER <br />(SEE NOTE #2) <br />FOOTING PER PLAN <br />APPROVED <br />GROUNDING <br />CLAMP <br />P.T. SILL <br />2 GANG PLASTER RING <br />3/4" DEEP TO PROVIDE <br />ACCESS TO APPROVED <br />GROUNDING CLAMP <br />(SEE NOTE #4) <br />NOTES: <br />1. 20'-0" LONG #4 REINFORCING BAR EMBEDDED IN CONCRETE <br />FOOTING. <br />2. #8 BARE COPPER OR GREEN INSULATION WIRE CONTINUOUS <br />FROM REINFORCING BAR TO NEUTRAL BUS IN THE ELECTRICAL <br />SERVICE PANEL. <br />3. #8 BARE COPPER OR GREEN INSULATION WIRE CONTINUOUS <br />FROM SERVICE PANEL TO COLD WATER PIPE. <br />4. ONLY U.L. APPROVED GROUNDING CLAMPS TO BE USED AND <br />MUST BE ACCESSIBLE. <br />5. INSTALLATION OF THE METER SHALL MEET ALL LOCAL CODES. <br />6. VERIFY LOCATION WITH UTILITY COMPANY. <br />TO <br />P <br /> <br />OF <br /> <br />BA <br />R <br />& <br />2" <br /> <br />Ab <br />v <br />. <br /> <br />Pa <br />v <br />i <br />n <br />g <br />8" <br />2x WOOD FRAMING <br />PER PLAN <br />EXT. PLASTER W/ LATH <br />OVER PLYWD. AS OCCURS <br />TYP. GALV. WEEP SCREED <br />FIN. GRADE <br />CONC. FTG. <br />2x P.T.D.F. SILL PLATE <br />AND A.B. <br />4" <br /> <br />AB <br />O <br />V <br />E <br /> <br />EA <br />R <br />T <br />H <br />3-1/2" ATTACHEMENT FLANGE <br />03 <br />SCALE: 1 1/2"= 1'-0"1 Barge Detail <br />SCALE: 1 1/2"= 1'-0"2 Eave Detail <br />SCALE: 1/2" = 1'-0"3 Roof Underlayment <br />SCALE: 3/4" = 1'-0"7 Water Heater Bracing <br />SCALE: 3" = 1'-0"4 Roof Vent <br />SCALE: 3/4" = 1'-0"5 Electrical Meter <br />SCALE: 3" = 1'-0"6 Exterior Wall Base