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14 <br />RESILIENT CHANNELS <br />ONE LAYER OF 5/8" TYPE <br />'X' GYPSUM BOARD EACH <br />SIDE <br />2X WOOD STUDS <br />16" O.C. <br />WALL INSULATION WHERE <br />REQUIRED <br />GYPSUM WALLBOARD RESILENT CHANNESL, MINERAL OR GLASS FIBER <br />INSULATION WOOD STUDS <br />RESILIENT CHANNEL 16" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2X4 <br />WOOD STUDS 24" O.C. WITH 1 1 <br />4" TYPE S DRYWALL SCREWS, ONE LAYER 5 <br />8" TYPE X <br />GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO <br />CHANNELS WITH 1" TYPE S DRYWALL SCREWS 8" O.C. WITH VERTICAL JOINTS <br />LOCATED MIDWAY BETWEEN STUDS 3" MINERAL OR GLASS FIBER INSULATION IN <br />STUD SPACE. <br />OPPOSITE SIDE ONE LAYER 5 <br />8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER <br />BASE APPLIED PARALLEL OR AT RIGHT ANGLE TO STUDS WITH 6d CEMENT <br />COATED NAILS, 1 7 <br />8" LONG, 0.0915" SHANK, 15 <br />64" HEADS, 7" O.C. <br />VERTICAL JOINTS STAGGERED 24" ON OPPOSITE SIDES. (LOAD-BEARING) <br />THICKNESS:5 3 <br />8" <br />APPROX. WEIGHT:7 PSF <br />FIRE TEST:BASED ON UL R3660-7 <br />11-12-87; UL R2717-61, <br />8-18-87; <br />UL DESIGN U311 <br />SOUND TEST:NRCC TL-93-098, <br />IRC-IR-761, 3/98 <br />GA FILE NO WP 3242 <br />STC RATING 50-54 SOUND <br />SHEATHING PER STRUCTURAL <br />PLAN WHERE OCCURS <br />1-HR RATED WALL - INTERIOR1-HR RATED WALL - EXTERIOR <br />ONE LAYER OF 5/8" TYPE <br />'X' GYPSUM BOARD <br />2X WOOD STUDS <br />16" O.C. <br />EXTERIOR CEMENT PLASTER O/ <br />METAL LATH O/ WATER RESISTIVE <br />BARRIER <br />EXTERIOR SHEATHING <br />WHERE OCCURS <br />WALL INSULATION PER <br />T-24 REQIREMENTS <br />INTERIOR SIDE <br />EXTERIOR SIDE <br />GA FILE NO WP 8105 <br />GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS <br />EXTERIOR SIDE: ONE LAYER 48" WIDE 5 <br />8" TYPE X GYPSUM SHEATHING APPLIED <br />PARALLET TO 2X4 WOOD STUDS 24" O.C. WITH 1 3 <br />4" GALVANIZED ROOFING NAILS 4" <br />O.C. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE STUDS AND TOP AND <br />BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UTREATED. <br />EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. <br />INTERIOR SIDE: ONE LAYER 5 <br />8" TYPE X GYPSUM WALLBOARD, WATER-RESISTANT <br />GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT <br />RIGHT ANGLES TO STUDS WITH 6d COATED NAILS 1 7 <br />8" LONG, 0.0915" SHANK, 1 <br />4" <br />HEADS 7" O.C. (LOAD-BEARDING) <br />THICKNESS:VARIES <br />APPROX. WEIGHT:7 PSF <br />FIRE TEST:SEE WP 3510 <br />UL R3501-47, -48, 9-17-65, <br />UL DESIGN U309; <br />UL R1319-129, 7-22-70, <br />UL DESIGN U314 <br />710 <br /> 1'- <br />0 <br />" <br />MIN <br />DEPTH OF <br />FRAMING <br />SILL BIB S.A.F. <br />12" WIDE. INSTALL <br />FLUSH WITH R.O. <br />SILL, EXTEND MIN <br />12" BEYOND EACH <br />JAMB OF THE R.O., <br />STAPLE ALONG <br />TOP EDGE ONLY <br />JAMB S.A.F. <br />12" WIDE. INSTALL <br />FLUSH WITH R.O. <br />JAMB, EXTEND 11 1/2" <br />ABOVE R.O. HEAD <br />AND 11" BELOW R.O. <br />SILL. STAPLE ALONG <br />JAMB EDGE ONLY <br />WINDOW SETTING SEALANT <br />APPLY 1/2" BEAD OF <br />SEALANT TO MOUNTING <br />SIDE OF WINDOW FLANGE <br />BEFORE SETTING WINDOW, <br />OOZE OUT FROM BEHIND <br />WINDOW SHOULD OCCUR <br />UPON SETTING WINDOW <br />SILL PAN S.A.F. <br />12" WIDE <br />O/WINDOW SILL <br />AND SILL BIB <br />S.A.F. <br /> ROLL ENTIRE <br />SURFACE WITH <br />J-ROLLER <br />1 3 4 5 6 10 <br />W.R.B. <br />SLIPPED UNDER SILL <br />BIB S.A.F., APPLY <br />REMAINING W.R.B. IN <br />WEATHERBOARD <br />FASHION OVER AND <br />UNDER W.R.B. SILL <br />9*8* <br />GSM HEAD <br />FLASHING CAP W/ <br />CLOSED ENDS <br />(SOLDER SEAMS) <br />S.A.F. * <br />12" WIDE OVER <br />FLASHING SCREED <br />SOLID BACKING ALL FOUR <br />SIDES OF OPENING SHALL <br />EXTEND 1" MINIMUM BEYOND <br />THE EXTENT OF ALL APPLIED <br />WINDOW FLASHINGS <br />BUTTERED SEALANT <br />IMMEDIATELY AFTER SECURING WINDOW IN <br />THE OPENING, APPLY ADDITIONAL SEALANT <br />TO THE FRONT SURFACE OF THE WINDOW <br />NAILING FLANGE. TOOL SEALANT AND OOZE <br />OUT (STEP 5) TO A FULL KNOCK DOWN BEAD <br />THAT COVERS THE COMPLETE FLANGE AND <br />1" MINIMUM OF THE SURROUNDING MATERIAL <br />7 <br />HEAD FLANGE S.A.F. <br />12" WIDE. INSTALL BOTTOM <br />EDGE TO LAP WINDOW HEAD <br />FLANGE, EXTEND 1" BEYOND <br />JAMB S.A.F.. ADHERE TO <br />WINDOW HEAD FLANGE <br />WINDO <br />W <br />STAPLED <br />ALONG JAMB <br />EDGE UNDER <br />WINDOW FIN <br />WIDTH <br /> <br />O <br />F <br />ROUG <br />H <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />WINDO <br />W <br />ROUG <br />H <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />11 <br />" <br />11 <br /> <br />1 <br />/ <br />2 <br />" <br />WIN <br />D <br />O <br />W <br /> <br />R <br />O <br />U <br />G <br />H <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br />WINDO <br />W <br /> <br />R <br />O <br />U <br />G <br />H <br /> <br />O <br />P <br />E <br />N <br />I <br />N <br />G <br /> <br />P <br />L <br />U <br />S <br /> <br />2 <br />6 <br />" <br />WIDTH <br /> <br />O <br />F <br /> <br />D <br />R <br />I <br />P <br /> <br />F <br />L <br />A <br />S <br />H <br />I <br />N <br />G <br />PLUS <br /> <br />6 <br />" <br /> WIN <br />D <br />O <br />W <br />OPENI <br />N <br />G <br />18" MI <br />N <br />I <br />M <br />U <br />M <br />. <br />13" BE <br />Y <br />O <br />N <br />D <br /> <br />R <br />. <br />O <br />. <br />* STEPS 8 AND 9 ARE NOT REQUIRED IF THE WINDOW IS PROTECTED BY A MIN. 30" DEEP EAVE OR SOFFIT <br />THAT IS WITHIN 24" OF THE WINDOW HEAD. THE EAVE OR SOFFIT SHALL EXTEND 30" EACH SIDE OF WINDOW. <br />2 <br />CORNER FLASHING <br />SET IN SEALANT <br />PER MFGR. <br />TRIM EXCESS <br />MATERIAL FLUSH <br />WITH INSIDE FACE <br />OF WINDOW SILL <br />4"4" <br />WINDOW FLASHING 3 <br />SHEATHING MAY OCCUR <br />HEADER PER STRUCTURAL <br />FRAMING PER STRUCTURAL <br />INTERIOR FINISH <br />FRAMING PER STRUCTURAL <br />INTERIOR FINISH <br />3-COAT STUCCO SYSTEM <br />O/ METAL LATH O/ W.R.B. <br />SHEATHING MAY OCCUR <br />LOW EXPANSION FOAM ALL FOUR <br />SIDES OF WINDOW <br />SOLID BACKING REQUIRED WHEN <br />SHEATHING NOT PROVIDED <br />SOLID BACKING REQUIRED WHEN <br />SHEATHING NOT PROVIDED <br />CORNER FLASHING (BELOW) <br />APPLIED FOAM TRIM MAY OCCUR <br />SEE EXTERIOR ELEVATIONS <br />LOW EXPANSION FOAM ALL FOUR <br />SIDES OF WINDOW <br />LOW EXPANSION FOAM ALL FOUR <br />SIDES OF WINDOW <br />3-COAT STUCCO SYSTEM <br />O/ METAL LATH O/ W.R.B. <br />FOR ADDITIONAL INFORMATION SEE DETAILS 3 <br />- <br />FACTORY FINISHED WINDOW <br />SET <br />FACTORY FINISHED WINDOW <br />SET <br />GALVANIZED SHEET METAL HEAD <br />FLASHING CAP W/ SOLDERED CLOSED <br />ENDS W/ BOND BREAKER <br />FACTORY FINISHED WINDOW <br />SET <br />CORNER FLASHING (BEYOND) <br />HEAD <br />JAMB <br />SILL <br />SOLID BACKING REQUIRED WHEN <br />SHEATHING NOT PROVIDED <br />FRAMING PER STRUCTURAL <br />INTERIOR FINISH <br />W.R.B. TO COVER S.A.F. <br />3-COAT STUCCO SYSTEM <br />O/ METAL LATH O/ W.R.B. <br />SHEATHING MAY OCCUR <br />SL <br />2 : 12 1/ <br />2 <br />" <br />WINDOW AT STUCCO <br />SHEATHING MAY OCCUR <br />HEADER PER STRUCTURAL <br />FRAMING PER STRUCTURAL <br />INTERIOR FINISH <br />FRAMING PER STRUCTURAL <br />INTERIOR FINISH <br />SHEATHING MAY OCCUR <br />SOLID BACKING REQUIRED WHEN <br />SHEATHING NOT PROVIDED <br />SOLID BACKING REQUIRED WHEN <br />SHEATHING NOT PROVIDED <br />CORNER FLASHING (BELOW) <br />LOW EXPANSION FOAM ALL FOUR <br />SIDES OF WINDOW <br />LOW EXPANSION FOAM ALL FOUR <br />SIDES OF WINDOW <br />FOR ADDITIONAL INFORMATION SEE DETAILS 3 <br />- <br />FACTORY FINISHED WINDOW <br />SET <br />FACTORY FINISHED WINDOW <br />SET <br />GALVANIZED SHEET METAL HEAD <br />FLASHING CAP W/ SOLDERED CLOSED <br />ENDS W/ BOND BREAKER <br />HEAD <br />JAMB <br />WINDOW AT SIDING <br />LAP SIDING <br />O/ W.R.B. O/ S.A.F. <br />INSTALL PER MFR. <br />LOW EXPANSION FOAM ALL FOUR <br />SIDES OF WINDOW <br />FACTORY FINISHED WINDOW <br />SET PER DETAIL <br />4 <br />- <br />CORNER FLASHING (BEYOND) <br />SILL <br />SOLID BACKING REQUIRED WHEN <br />SHEATHING NOT PROVIDED <br />FRAMING PER STRUCTURAL <br />INTERIOR FINISH <br />SL <br />2 : 12 <br />FIBER-CEMENT LAP SIDING <br />SEALANT <br />TRIM FIBER-CEMENT <br />SEE EXTERIOR ELEVATIONS <br />SHEATHING MAY OCCUR <br />SILL BIB S.A.F. O/ W.R.B. <br />FIBER-CEMENT LAP SIDING <br />DETAILS <br />No.Date Description <br />AD-02 <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