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3 <br />2 <br />17 <br />8 <br />9 <br />4 <br />12 <br />11 <br />10 <br />COMP. TILE - EAVE AND RAKE AT SIDING <br />EDGE DRIP METAL <br />2x FASCIA BOARD. SEE ELEV. <br />2x BLOCKING <br />STARTER BOARD <br />SEE ROOF PLAN <br />W.R.B. <br />SHEATHING MAY OCCUR <br />FRAMING PER STRUCTURAL <br />TRUSS HEEL MAY VARY SEE ROOF <br />PLAN/ ELEVATIONS <br />ROOF SHEATHING PER STRUCTURAL <br />ROOF UNDERLAYMENT LAP OVER <br />EAVE RISER <br />SEE ROOF PLAN <br />W.R.B. <br />SHEATHING MAY OCCUR <br />FRAMING PER STRUCTURAL <br />PROVIDE 2X4 CRIPPLERS @ 24" O.C. <br />FOR LATH SUPPORT AT RAKE ENDS <br />OR GABLE END TRUSS <br />2X4 FLAT AT 24" O.C. <br />RETURN (2) TRUSS BAYS <br />2X BARGE BOARD <br />SEE ELEV. <br />STARTER BOARD <br />ROOF UNDERLAYMENT <br />LAP DOWN BARGE BOARD 1" <br />ROOF SHEATHING PER STRUCTURAL <br />EDGE METAL <br />EAVE RISER W/ WEEP HOLES PER <br />ROOF TILE MFGR. <br />COMPOSITION ROOF SHINGLES <br />COMPOSITION ROOF SHINGLES <br />EDGE DRIP METAL <br />2x FASCIA BOARD. SEE ELEV. <br />2x BLOCKING <br />STARTER BOARD <br />SEE ROOF PLAN <br />W.R.B. <br />SHEATHING MAY OCCUR <br />FRAMING PER STRUCTURAL <br />3-COAT STUCCO SYSTEM <br />O/ W.R.B. <br />TRUSS HEEL MAY VARY SEE ROOF <br />PLAN/ ELEVATIONS <br />ROOF SHEATHING PER STRUCTURAL <br />ROOF UNDERLAYMENT LAP OVER <br />EAVE RISER <br />EAVE RISER W/ WEEP HOLES PER <br />ROOF TILE MFGR. <br />COMPOSITION ROOF SHINGLES <br />COMP. TILE - EAVE AT STUCCO <br />LAP SIDING <br />O/ W.R.B. O/ S.A.F. <br />INSTALL PER MFR. <br />LAP SIDING <br />O/ W.R.B. O/ S.A.F. <br />INSTALL PER MFR. <br />EDGE DRIP METAL <br />2x FASCIA BOARD. SEE ELEV. <br />2x BLOCKING <br />STARTER BOARD <br />SEE ROOF PLAN <br />W.R.B. <br />SHEATHING MAY OCCUR <br />FRAMING PER STRUCTURAL <br />3-COAT STUCCO SYSTEM <br />O/ W.R.B. <br />TRUSS HEEL MAY VARY SEE ROOF <br />PLAN/ ELEVATIONS <br />ROOF SHEATHING PER STRUCTURAL <br />ROOF UNDERLAYMENT LAP OVER <br />EAVE RISER <br />EAVE RISER W/ WEEP HOLES PER <br />ROOF TILE MFGR. <br />COMPOSITION ROOF SHINGLES <br />1 LAYER OF 5/8" TYPE 'X' GYP <br />BOARD AT 1 HR CONDITION <br />COMP. TILE - RATED EAVE AT STUCCO 5 <br />COMPOSITION ROOF <br />ROOF SHT'G PER STRUCTURAL <br />DRAWINGS <br />ROOF FRAMING <br />SEE STRUCTURAL DWGS. <br />NOTE: REFER TO ROOFING MFR. <br />SPECIFICATIONS FOR INSTALLATION OF <br />COMPOSITE SHINGLES <br />RIDGE CAP <br />(2) LAYERS BUILDING PAPER <br />COMP. TILE - HIP / RIDGE <br />ROOF SHT'G PER STRUCTURAL <br />DRAWINGS <br />COMP. SHINGLE VALLEY <br />26 GA. GALV. MTL. VALLEY <br />FLASH'G-INSTALL PER ROOFING <br />MAUNF RECOMMENDATIONS <br />30# 'ROOFERS SELECT' 36" WIDE <br />FLASHING UNDERLAYMENT RUN <br />CONT. & CENTERED ON LENGTH <br />OF VALLEY. (RUN PARALLEL <br />BELOW VALLEY PAN) <br />NOTE: <br />NO PENETRATIONS TO OCCUR <br />THRU FLASHING PAN.ROOF SHT'G & <br />18" M <br />I <br />N <br />MIN. CLASS "A" COMP. ROOF <br />SHINGLES INSTALL PER MANUF. <br />REQ. <br />NOTE: REFER TO ROOFING MFR. <br />SPECIFICATIONS FOR INSTALLATION OF <br />COMPOSITE SHINGLES <br />(2) LAYERS 'ROOFERS SELECT' <br />MIN. 15# ROOF FELT - LAP 12" <br />MIN. OVER MTL. VALLEY <br />FLASHING <br />FRAMING PER PLAN <br />COMP. TILE SADDLE <br />2" <br />3" <br />5" LAP <br /> <br />A <br />L <br />L <br />AROU <br />N <br />D <br /> <br />M <br />I <br />N <br />. <br />8" FLA <br />S <br />H <br />I <br />N <br />G <br /> <br />P <br />A <br />N <br />26 GA. GALV. MTL. PAN <br />PAINT TO MATCH ROOFING <br />3-COAT STUCCO SYSTEM <br />BATTENS PER TILE MFGR. <br />30# ROOF FELT <br />MANUF. CONC. 'S' ROOF TILE <br />30# MIN. ROOF FELT <br />UNDERLAYMENT <br />ROOF SHEATHING & <br />FRAMING PER PLAN <br />2X RIPPED NAILER <br />PROVIDE 3" PER FOOT <br />SLOPE ALONG WALL LINE <br />ROOF SHEATHING <br />AIR-IMPERMIABLE INSULATION (ICC - <br />ESR 2847) APPLIED IN DIRECT <br />CONTACT WITH THE UNDERSIDE OF <br />THE STRUCTURAL ROOF SHEATHING <br />CONCRETE FLAT ROOF TILE <br />INSTALL PER MFGR. <br />UNVENTED ROOF ASSEMBLY 2 <br />17 <br />8 <br />9 <br />5 <br />4 <br />12 <br />11 <br />10 NOTES <br />NOTES: <br />1.VERIFY WINDOW INSTALLATION WITH WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE <br />FIELD MOCKUP OF WINDOW INSTALLATION FOR APPROVAL BY OWNER. <br />2.VERIFY ROUGH OPENING SIZE WITH WINDOW MANUFACTURER. <br />3.ROUGH OPENING SHALL BE SQUARE, PLUMB, AND LEVEL. WINDOW SILL TO BE SET UPON LEVEL <br />FRAMING SILL WITH CONTINUOUS SUPPORT. <br />4.SUBSTRATES SHALL BE CLEAN, DRY, PRIMED AS REQUIRED, AND UNIFORM/SMOOTH PRIOR TO FLASHING <br />APPLICATION. <br />5.FIELD VERIFY ALL DIMENSIONS PRIOR TO CUTTING AND INSTALLING FLASHING COMPONENTS. VERIFY <br />MANUFACTURER REQUIREMENTS. <br />6.PROVIDE MINIMUM 12" SOLID WOOD BACKING OR SHEATHING AT ALL SIDES OF OPENING TO SECURE <br />FLASHING. <br />7.ADHERE SELF ADHERED FLASHING TO CLEAN DUST FREE BACKING TYPICAL. <br />8.USE CHEMICALLY COMPATIBLE PRIMERS, W.R.B., AND SEALANT WITH THE ADHESIVE SIDE OF THE <br />SELF-ADHERED FLASHING REQUIRED BY MANUFACTURER. <br />9.NAILS TO BE NO MORE THAN 16" ON CENTER OR AS REQUIRED BY MANUFACTURER. NO NAILS SHALL BE <br />BENT OVER THE NAILING FIN TO SECURE WINDOW. <br />W.R.B. <br />GSM FLASHING <br />BOND BREAKER <br />WEATHER RESISTIVE BARRIER (W.R.B.), TWO-PLY "WEATHER TEX" BY <br />FORTIFIBER BUILDING SYSTEMS GROUP OR APPROVED EQUAL. SUPER JUMBO <br />TEX 60 MINUTE BUILDING PAPER OVER WEATHERSMART HOUSE WRAP. <br />STUCCO ACCESSORIES SHALL BE CEMCO "WATER MANAGEMENT SERIES", 25 <br />GA. MATERIAL WITH A G-90 GALVANIZED COATING OR ARCHITECT APPROVED <br />EQUAL. GSM FLASHING METAL SHALL BE SHOP FABRICATED USING A MINIMUM <br />26 GA. G-90 GALVANIZED SHEET METAL WITH SOLDERED JOINTS (U.N.O.), <br />UNLESS NOTED OTHERWISE. <br />POLYETHYLENE TAPE TO BE USED AS BOND BREAKER, REQUIRED BETWEEN <br />ACRYLIC PLASTER AND PAINT FINISHES AND ALL WEEPING SOLID LEG <br />FLASHING. TAPE SHOULD RUN FROM THE SOLID VERTICAL LEG TO 1/8" FROM <br />FRONT EDGE. ANY APPLIED FINISH THAT CREATES A BOND BETWEEN THE <br />PLASTER AND METAL SHALL BE BROKEN WITH UTILITY KNIFE AND SHALL BE <br />MAINTAINED AS SUCH. <br />SELF ADHESIVE FLASHING MEMBRANE OR APPROVED EQUAL. SELF ADHESIVE, <br />SEALING FLASHING (S.A.F.) 12" WIDE (U.N.O.) 25 MIL (U.N.O.). INSTALL PER <br />MANUFACTURER'S INSTRUCTIONS. <br />NAIL ON FLASHING OR APPROVED EQUAL. MULTI-LAYERED COMPOSITE <br />POLYPROPYLENE FLASHING 12" WIDE (U.N.O.). <br />CORNER FLASHING OR APPROVED EQUAL. <br />SEALANT APPROVED EQUAL. <br />S.A.F. <br />N.O.F. <br />SEALANT <br />CORNER FLASHING <br />2" <br /> <br />M <br />I <br />N <br />. <br />STUCCO WEEP SCREED <br />SLOPE <br />8" <br /> <br />M <br />I <br />N <br />. <br />SHEATHING MAY OCCUR PROVIDE A <br />CONTINUOUS FLUSH SUBSTRATE <br />FURR OUT WALL PLANE ADJACENT TO <br />SHEAR PANELS TO EQUAL THICKNESS <br />2X P.T.D.F. SILL PLATE (3X MAY <br />OCCUR SEE STRUCT. PLANS) <br />CONTINUOUS NON HARDENING VINYL <br />CAULK (3) BEADS OR 1" WIDE STRIP <br />HARDSCAPE MAY OCCUR <br />INTERIOR FINISH <br />FINISH GRADE <br />FRAMING PER STRUCTURAL <br />WEEP SCREED 26 GA. GALV. MTL. W/ <br />3 1/2" HIGH NAILING FLANGE <br />3-COAT STUCCO SYSTEM <br />O/ METAL LATH O/ W.R.B. <br />W.R.B. O/ 9" WIDE S.A.F. O/ WEEP SCREED <br />4" <br /> <br />M <br />I <br />N <br />. <br />SLOPE <br />8" <br /> <br />M <br />I <br />N <br />. <br />SHEATHING MAY OCCUR PROVIDE A <br />CONTINUOUS FLUSH SUBSTRATE <br />FURR OUT WALL PLANE ADJACENT TO <br />SHEAR PANELS TO EQUAL THICKNESS <br />2X P.T.D.F. SILL PLATE (3X MAY <br />OCCUR SEE STRUCT. PLANS) <br />CONTINUOUS NON HARDENING VINYL <br />CAULK (3) BEADS OR 1" WIDE STRIP <br />HARDSCAPE MAY OCCUR <br />INTERIOR FINISH <br />FINISH GRADE <br />FRAMING PER STRUCTURAL <br />SIDING WEEP SCREED <br />VE <br />R <br />I <br />F <br />Y <br />W/ <br /> <br />M <br />A <br />N <br />U <br />F <br />A <br />C <br />T <br />U <br />R <br />E <br />R <br />SLOPE <br />HARDSCAPE MAY OCCUR <br />FINISH GRADE <br />FIBER CEMENT SIDING O/ W.R.B. <br />INSTALL PER MFR. <br />DETAILS <br />No.Date Description <br />AD-01 <br />Client <br />Project No:24-0501 <br />PHONE NO. <br />NAOMI GRANGE <br />2411 POINSETTIA ST. <br />SANTA ANA, CA 92706 <br />714-931-6089 <br />JWAIM DESIGN <br />714-494-6810 <br />jwaimdesign@gmail.com <br />CCOPYRIGHT <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />24 <br />1 <br />3 <br /> <br />N <br />. <br /> <br />P <br />O <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />No.Date Description