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5 <br />8" TYPE "X" GYPSUM <br />BOARD (TYP.) <br />2 <br />DETAIL B <br />8" <br /> <br />M <br />I <br />N <br />. <br />LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION <br />WALLS. THE GRADE SHALL FALL A MINIMUM OF 2% WITHIN THE FIRST 10 FEET AT <br />IMPERVIOUS AREAS AND 5% AT PERVIOUS AREAS. (R401.3) <br />NOTE: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT <br />6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO <br />ENSURE DRAINAGE AWAY FROM THE STRUCTURE. <br />DETAIL A <br />SIDE SETBACK (SEE SITE PLAN) <br />NO SCALE <br />NO SCALE <br />2% MIN.2% MIN. <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br />FENCE <br />2% MIN. <br />0. <br />5 <br /> <br />% <br /> <br />M <br />I <br />N <br />. <br /> <br />S <br />L <br />O <br />P <br />E <br />FL <br />O <br />W <br /> <br />L <br />I <br />N <br />E <br />PROPOSED <br />STRUCTURE <br />8" <br /> <br />M <br />I <br />N <br />. <br />PROPOSED <br />STRUCTURE <br />DRAINAGE DETAIL1 <br />3 <br />6" MIN.3" MIN. <br />TOP OF FLANGE CAPPED OR <br />ROLLED INTO PIPE APPROXIMATELY <br />1" (25 mm) <br />GRANULE SURFACED MODIFIED <br />BITUMEN CAP SHEET <br />6" (152 mm) MINIMUM FLANGE SET <br />IN FIRESTONE MULTI-PURPOSE MB <br />FLASHING CEMENT OVER FIELD PLIES <br />(PRIME FLANGE BEFORE STRIPPING) <br />INTERPLY REQUIRED FOR 15 <br />& 20 YEAR SYSTEMS <br />3" MIN. <br />PIPE PENETRATION FLASHING DETAIL <br />ROOF MEMBER ROOF MEMBER <br />PE <br />N <br />E <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />ROOFING SYSTEM <br />LEAD OR COPPER PIPE FLASHING <br />ICC ESR # 2578 <br />MULTI-PURPOSE MB FLASHING CEMENT <br />6 <br />7 <br />5 ATTIC ACCESS <br />CONTINUOUS <br />(PIANO) HINGE <br />2x STUDCAM LOCK <br />FLUSH METAL DOOR <br />·22" X 30" ACCESS, OR 30"x30" IF FURNACE IS IN ATTIC <br />·MINIMUM HEADROOM OF 30" (R807.1, MC 304.1) <br />NOTES: <br />22" MIN <br />30" MIN. HEADROOM <br />8 <br />LANDING <br />DOOR THRESHOLD <br />EGRESS DOOR <br />INTERIOREXTERIOR <br />THRESHOLD & LANDING HEIGHT <br />SECTION VIEW <br />36" MINIMUM <br />1. <br />5 <br />" <br /> <br />M <br />A <br />X <br />. <br />11 THRESHOLD & LANDING <br />4 <br />9 <br />10 <br />NOTE: EXTERIOR WALL, PROJECTIONS, AND OPENINGS ON THIS WALL SHALL <br />COMPLY WITH TABLE R302.1(1) FOR FIRE RESISTANCE RATING. <br />1-HR FIRE RATED WALL (OVERHANG CUT BACK) <br />1 HOUR FIRE RATED WALL -U348 <br />NOTE: EXTERIOR WALL, PROJECTIONS, AND OPENINGS ON THIS WALL SHALL <br />COMPLY WITH TABLE R302.1(1) FOR FIRE RESISTANCE RATING. <br />1-HR FIRE RATED EAVE-WALL PROJECTION <br />NOTE: <br />FIRE PROTECTION IS TO BE PROVIDED <br />ON BOTH FACES OF THE WALL AND <br />EXTEND UP TO THE ROOF SHEATHING <br />1-HR FIRE RATED ROOF EAVE <br />1 <br />2" THICK <br />GYPSUM BOARD <br />2x C.J. <br />DOUBLE PLATE <br />5 <br />8" THICK TYPE "X" GYPSUM <br />BOARD (ESR-1338) <br />2x STUDS @ 16" O.C. <br />2x FIRE STOP BLOCKING AT MID HEIGHT (TYP.). <br />2x STUDS @ 16" O.C. <br />2x FIRE STOP BLOCKING AT MID HEIGHT (TYP.). <br />5 <br />8" TYPE "X" GYPSUM BOARD (TYP.) <br />2x R.R's. <br />PLYWOOD SHTG. <br />METAL DRIP <br />EDGE <br />2x FIRE RETARDANT <br />PRESSURE TREATED <br />LUMBER FASCIA <br />5 8" THICK TYPE <br />"X" GYPSUM <br />BOARD <br />(ESR-1338) <br />PLYWOOD SHEATHING <br />WHEN APPLIES <br />INSULATION <br />PER TITLE 24 <br />7 <br />8" THICK EXT. <br />STUCCO (3-COATS) <br />7 <br />8" THICK EXT. <br />STUCCO (3-COATS) <br />INSULATION <br />PER TITLE 24 <br />PLYWOOD SHEATHING <br />WHEN APPLIES <br />2x FIRE RETARDANT <br />PRESSURE TREATED <br />LUMBER FASCIA <br />METAL DRIP <br />EDGE <br />PLYWOOD SHTG. <br />2x R.R's. <br />1 <br />2" THICK <br />GYPSUM BOARD <br />2x C.J. <br />DOUBLE PLATE <br />PLYWOOD SHTG. <br />2x R.R's PER PLANS <br />METAL DRIP EDGE <br />2x FIRE <br />RETARDANT <br />PRESSURE <br />TREATED <br />LUMBER FASCIA <br />5 <br />8" THICK TYPE "X" GYPSUM <br />BOARD (ESR-1338) <br />7/8" THICK EXT. STUCCO (3-COATS) <br />PLYWOOD SHEATHING <br />WHEN APPLIES <br />2x C.J's PER PLAN <br />2x STUD WALL PER PLAN <br />1/2" GYPSUM BOARD (TYP.) <br />BATT INSULATION <br />PER TITLE 24 <br />7 <br />8" THICK EXT. STUCCO (3-COATS) <br />NOTE: <br />FIRE PROTECTION IS TO BE PROVIDED <br />ON BOTH FACES OF THE WALL AND <br />EXTEND UP TO THE ROOF SHEATHING <br />2x R.R's PER PLANS <br />PLYWOOD SHTG. <br />METAL DRIP EDGE <br />PLYWOOD SHEATHING <br />WHEN APPLIES <br />2x C.J's PER PLAN <br />7/8" THICK EXT. STUCCO (3-COATS) <br />1 <br />2" GYPSUM BOARD (TYP.) <br />BATT INSULATION <br />PER TITLE 245 <br />8" TYPE "X" GYPSUM BOARD (TYP.) <br />2x FIRE STOP BLOCKING <br />AT MID HEIGHT (TYP.) <br />2x FIRE RETARDANT <br />PRESSURE TREATED <br />LUMBER FASCIA <br />1-HR FIRE RATED WALL (NO OVERHANG) <br />2x STUDS WALL PER PLAN <br />EXTERIOR ELEVATION VIEW <br />TYPICAL OPENING INFILL <br />(E) CRIPPLE STUDS <br />(E) SILL PLATES <br />(N) 2x4 STUD@ 16" O.C. (TYP) <br />(E) TRIMMER STUD <br />(E) HDR. TO REMAIN <br />R15 (MIN.) BATT INSULATION (TYP) <br />USE (2) 8d AT EACH STUD FOR TOP <br />AND BOTTOM CONNECTION (TYP.) <br />FINISH COAT <br />BROWN COAT <br />SCRATCH COAT <br />METAL LATH OR <br />WELDED WIRE LATH <br />MINIMUM 1 LAYER OF <br />No 15 ASPHALTFELT, <br />FREE FROM HOLES AND <br />BREAKS ASTM D 226 <br />(E) CRIPPLE STUDS <br />5 <br />8" TYPE "X" GYPSUM BOARD (TYP.) <br />5 <br />8" TYPE "X" GYPSUM <br />BOARD (TYP.) <br />(E) ROOF OVERHANG TO BE <br />CUT BACK. REFER TO ROOF <br />PLAN FOR LOCATION A-2.5 <br />1-HOUR FIRE RATED WALL <br />1 2x WOOD STUD PER STR'L (WITH INSULATION WHERE OCCURS) <br />5/8" THK. TYPE "X" GYPSUM BOARD. (SINGLE LAYER)2 <br />1 <br />3 <br />2 <br />INTERIOREXTERIOR <br />INTERIOR <br />EXTERIOR <br />2 <br />3 <br />PLYWOOD SHEATHING PER STR'L PLANS (WHEN OCCURS )3 <br />1-HOUR FIRE RATED CEILING <br />4 <br />4 <br />KEY NOTES: <br />TOP VIEW <br />FIRE RESISTANT CONSTRUCTION DETAIL <br />SIDE VIEW <br />4 <br />7/8" THICK EXTERIOR STUCCO (3-COATS) <br />4 <br />NOTE: THE GYPSUM BOARD SHALL EXTENT ALL THE WAY TO <br />THE BOTTOM OF THE ROOF SHEATHING <br />4" (MIN.) = UNPAVED SURFACE <br />2" (MIN.) = PAVED SURFACE <br />2% MIN. SLOPE <br />WEEP SCREED W/ STUCCO <br />NOTE: <br />WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE <br />EARTH OR 2 INCHES ABOVE PAVER AREAS (CRC R 703.7.2.1) <br />7/8" THK. CEMENT PLASTER FINISH <br />WALL SHEATING <br />METAL LATH <br />2 LAYERS <br />WEATHER RESISTANT BARRIER <br />3 1 <br />2" FLANGE <br />26 GA. CORROSION RESISTANT SHEET <br />METAL WEEP SCREED. <br />WALL INSULATION <br />SILL PLATE <br />CONCRETE SLAB / <br />FOOTING <br />V E C O <br />d e s i g n - s t u d i o <br />SHEET: <br />JOB No: <br />DATE: <br />DRAWN BY: <br />PLAN: <br />PHONE: <br />JOB SITE: <br />PROJECT NAME: <br />REVISION:BY: <br />VASQUEZ <br />RESIDENCE <br />23-017 <br />09-24-2024 <br />S.V <br />714-713-3124 <br />627, 627 UNIT 2 S. SHELTON. ST. <br />SANTA ANA, CA 92703 <br />d e s i g n e r <br />O s c a r V e g a <br />C e 1 4 - 4 -1 2 4 <br />O i e 3 1 - 2 3 -3 5 <br />i n o e o d e s i g n s .o <br />5 3 4 C O A V E . <br />A A E C A 2 5 <br />APPROVED BY :O.V. <br />A-5.1 <br />ARCHITECTURAL <br />DETAILS <br />627 S Shelton St & <br />#212/4/2024