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3 <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 />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 />WOOD SHEATHING WHERE APPLIES <br />2 LAYERS WATER-RESISTIVE BARRIER <br />(BUILDING PAPER) <br />METAL LATH OR WELDED WIRE LATH <br />SCRATCH COAT <br />BROWN COAT <br />FINISH COAT <br />WEEP SCREED <br />TRADITIONAL THREE-COAT STUCCO FINISH <br />4 WALL CONSTRUCTION / STUCCO DETAIL <br />5 <br />WINDOW FRAMING, FLASHING, FRAME <br />AND WEATHER RESISTANT PAPER <br />WINDOW FRAMING, <br />FLASHING, FRAME <br />DOOR FRAMING, <br />FLASHING, FRAME <br />1.PREPARE THE WRB AT THE ROUGH OPENING: CUT AND FOLD HOUSE WRAP. <br />2.INSTALL PAN FLASHING: FOR A SLAB OR FOUNDATION WALL APPLICATION, ALIGN THE FRONT EDGE FOR A <br />CONTINUOUS SLAB OR FOUNDATION WALL APPLICATION, OR FOLD DOWN FOR A STEP DOWN SLAB; IT IS <br />IMPORTANT TO INTEGRATE A BACK DAM WITH THE FINISH FLOORING/TRIM. <br />3.INSTALL THE DOOR: WHERE SEALANT IS USED UNDER THE DOOR THRESHOLD, ENSURE THAT WATER IS ALLOWED <br />TO DRAIN OUT OF THE PAN FLASHING. FOR THIS EXAMPLE, APPLY SEALANT AT THE WRB/BRICK MOLD <br />INTERFACE AT THE TOP AND SIDES (SHOWN IN RED). INSTALL A DRIP CAP OF METAL, PLASTIC, OR OTHER <br />APPROVED MATERIAL (SHOWN AS GREEN) ABOVE THE BRICK MOLD (AS REQUIRED BY THE DOOR <br />MANUFACTURER, PARTICULARLY WHERE NOT PROTECTED BY A PORCH OR OVERHANG) IN A BEAD OF SEALANT <br />AND SECURE TO THE WALL. <br />4.FOR THIS EXAMPLE, THE SEALANT ACTS AS THE JAMB FLASHING. AFTER INSTALLING THE DOOR, APPLY <br />ADDITIONAL SEALANT WHERE THE BRICK MOLD MEETS THE HOUSE WRAP. <br />5.INSTALL THE HEAD FLASHING: OVER THE VERTICAL LEG OF THE DRIP CAP. <br />6.INTEGRATE THE WRB: FOLD DOWN THE HOUSE WRAP FLAP AND TAPE DIAGONAL SEAMS WITH CONSTRUCTION <br />TAPE. <br />STEP 6 INSTALL <br />WEATHER RESISTANT <br />PAPER OVERLAP <br />PAPER 2" MIN IN <br />WEATHERBOARD <br />FASHION, COVER TOP <br />AND VERTICAL <br />FLASHING <br />STEP 5 INSTALL <br />WEATHER RESISTANT <br />PAPER STARTING AT <br />BOTTOM. INSTALL <br />UNDER HORIZ SILL <br />FLASHING <br />PROVIDE BEAD OF <br />BUTYL SEALANT, FED <br />SPEC TT-S-1657, <br />BETWEEN WINDOW <br />FRAME AND "MOISTOP" <br />FLASHING <br />STEP 3 INSTALL <br />WINDOW FRAME IN A <br />CONT BEAD OF <br />SEALANT ON BOTTOM <br />AND VERTICAL SIDES <br />OF NAILING FLANGE <br />STEP 4 APPLY TOP <br />HORIZONTAL FLASHING, <br />OVERLAPPING AND <br />SEALED AGAINST TOP <br />NAILING FLANGE <br />9" MINIMUM WIDE <br />FORTIFIBER "MOISTOP" <br />FLASHING - TYPICAL <br />STEP 2 APPLY <br />VERTICAL SECTIONS OF <br />FLASHING, LAP OVER <br />HORIZ. BOTH SIDES <br />STEP 1 FASTEN TOP OF <br />HORIZ FLASHING AT <br />SILL. LEAVE BOTTOM <br />LOOSE FOR <br />APPLICATION OF <br />WEATHER RESISTANT <br />PAPER IN STEP 5 <br />6 WINDOW & DOOR FLASHING <br />8 THRESHOLD & LANDING <br />7 <br />9 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 />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 />DRAINAGE DETAIL <br />DETAIL B <br />8" <br /> <br />M <br />I <br />N <br />. <br />10' MIN. <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 />DETAIL C <br />FLO <br />W <br /> <br />L <br />I <br />N <br />E <br />5% MIN. <br />8" <br /> <br />M <br />I <br />N <br />. <br />2% MIN. <br />SIDE SETBACK ( SEE SITE PLAN) <br />NO SCALE <br />NO SCALE <br />NO SCALE <br />2% MIN.5% MIN. <br />PROPOSED <br />STRUCTURE <br />PROPOSED <br />STRUCTURE <br />SIDE SETBACK (SEE SITE PLAN) <br />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 />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 />8" <br /> <br />M <br />I <br />N <br />. <br />PROPOSED <br />STRUCTURE <br />PROPOSED <br />STRUCTURE <br />PROPERTY LINE <br />BLOCK WALL OR <br />WOOD FENCE <br />NATURAL GRASS <br />DG/ GRASS NATIVE <br />BIO SWALE RIVER <br />COBBLE OR DG <br />FENCE <br />2% MIN. <br />CONCRETE SLAB OR <br />CONCRETE SWALE <br />1 <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 ROOF EAVE <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 />1 <br />2" THICK <br />GYPSUM BOARD <br />2x C.J. <br />DOUBLE PLATE <br />2x STUDS @ 16" O.C. <br />1/2" THICK GYPSUM BOARDPLYWOOD SHEATHING <br />WHEN APPLIES <br />INSULATION <br />PER TITLE 24 <br />7 <br />8" THICK EXT. <br />STUCCO (3-COATS) <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 />SHEET: <br />JOB No: <br />DATE: <br />DRAWN BY: <br />PLAN: <br />PHONE: <br />JOB SITE: <br />PROJECT NAME: <br />REVISION:BY: <br />GALIDO <br />RESIDENCE <br />23-074 <br />08-12-2024 <br />R.B. <br />310-658-2071 <br />2805 N OLIVE LN, <br />SANTA ANA CA 92706 <br />APPROVED BY :O.V. <br />d e s i g n e r <br />O s c a r V e g a <br />A-5.1 <br />ARCHITECTURAL <br />DETAILS <br />2805 N Olive Ln <br />11/18/2024