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1 SHEAR TRANSFER @ ATTIC2 3EXTERIOR WALL WATER PROOFING <br />4 5 <br />10 11 <br />ROOF DIAPHRAGM DIAPHRAGM <br />BOUNDARY NAIL <br />SHEAR PANEL <br />THROUGH ROOF <br />ROOF RAFTER <br />CEILING JOIST <br />SHEAR PANEL <br />EDGE NAIL <br />2 <br />4 <br />1 <br />3 <br />2 <br />INSTALLATION ORDER: <br />1. SILL FLASHING <br />2. JAMB FLASHING <br />3. WINDOW <br />5. HEAD FLASHING OVER FIN <br />6. FELT PAPER <br />5 <br />4'0" MAX. <br />JOIST HGRS <br />AS SHOWN <br />DBL JOIST EA SIDE OF OPENING <br />OPNG <br />AS JOISTS OR RAFTERS <br />HEADER SAME SIZE AND GRADE <br />ROOF OR FLOOR OPENING <br />STUCCO DECK WALL FLASHING <br />12 <br />7 <br />8 <br />DOOR FLASHING WINDOW FLASHING13 14STUCCO WEEP SCREED <br />ATTACH A (MIN. 12" WIDE) SILL STRIP <br />OF FLASHING MATERIAL WITH THE <br />TOP EDGE <br />EVEN WITH THE TOP EDGE OF THE <br />ROUGH SILL. EXTEND SILL STRIP <br />MINIMUM 14" BEYOND THE EDGE OF <br />THE ROUGH OPENING FOR WINDOW. <br />ATTACH FLASHING WITH <br />GALVANIZED ROOFING NAILS OR <br />RUST-RESISTANT STAPLES. <br />ROUGHOPENING <br />AFTER SILL 51RIP 15 IN PLACE, <br />ATTACH <br />(MIN. 12" HIDE) JAMB STRIPS OF <br />FLASHING MATERIAL (SIDE OF <br />OPENING) WITH INSIDE EDGE OF <br />FLASHING FLUSH WITH EDGE OF <br />ROUGH OPENING. <br />START JAMB STRIPS 2" BELOW THE <br />SILL STRIP AND EXTEND JAMB <br />STRIPS 12" ABOVE THE LOWER EDGE <br />OF THE <br />HEADER (TOP OF ROUGH OPENING). <br />APPLY A CONTINUOUS BEAD OF <br />SEALANT TO THE BACK SURFACES <br />OF THE WINDOW FLANGE, THEN <br />PLACE THE WINDOW INTO THE <br />ROUGH OPENING WITH THE <br />FLANGES OVER THE INSTALLED <br />FLASHING STRIPS. <br />AFTER THE WINDOW IS PLACED, <br />APPLY A CONTINUOUS BEAD OF <br />SEALANT O/ HEAD FLANGE, <br />INSTALL A (MIN. 12" WIDE) HEAD <br />STRIP OF FLASHING MATERIAL <br />OVER THE WINDOW FLANGE, <br />EMBED FLASHING MATERIAL INTO <br />SEALANT. <br />ROUGHOPENING <br />WATERRESISTAN <br />T <br />PAPER <br />HE <br />A <br />D <br /> <br />S <br />T <br />R <br />I <br />P <br />WATERRESISTAN <br />T <br />PAPER <br />JAMB STR <br />I <br />P <br />STARTING AT THE BOTTOM OF THE WALL <br />(SOLE PLATE), LAY WATER-RESISTANT <br />PAPER (A) UNDER THE SILL STRIP. GUT <br />ANT EXCESS WATER-RESISTANT PAPER <br />THAT MAY EXTEND ABOVE THE SILL <br />FLANGE ON EACH SIDE OF THE OPENING. <br />(SHOWN IN DIAGRAM AS SHORT DASH <br />LINES). INSTALL SUCCEEDING COURSES <br />OF <br />WATER-RESISTANT PAPER (B, C, ETC.) <br />OVER JAMB AND HEAD FLANGES IN <br />SHINGLE-BOARD FASHION. PAPER SHOULD <br />RUN CONTINUOUSLY OVER HEAD WITH <br />NO <br />SPLICES ABOVE WINDOW. <br />NOTES: <br />I.R.C. 703.5 CALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO THE <br />HEATHER TO MAKE THEM WEATHER PROOF. SINCE C.R.C. DOES NOT OUTLINE PROCEDURES <br />FOR WINDOW FLASHING, TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE APPROVED <br />12" HIDE SELF-SEALING FLASHING. CAULK BACK OF WINDOW FRAMES BEFORE SETTING. USE <br />WINDOW THAT ARE WATER TIGHT. <br />26 GA. G.l. FLASHING REQUIRED AS SHOWN IN OTHER WINDOW DETAILS TO BE <br />INSTALLED BY SHEET METAL CONTRACTOR. <br />LINE WIRE, WHEN USED AS BACKING TO SUPPORT HATER-RESISTANT BUILDING PAPER <br />OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY <br />STANDARDS AND PRACTICE NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD <br />COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF <br />WALL OPENINGS MUST COVER WIRE BACKING. <br />WATER - RESISTANT PAPER <br />TO BE 60 MINUTE GRADE 'D' <br />PAPER MINIMUM <br />SILLSTRIP <br />WATERRESISTAN <br />T <br />PAPER <br />WATERRESISTAN <br />T <br />PAPER <br />14" <br />14" <br />SILL STRIP <br />1 <br />2 <br />3 <br />4 <br />SILL STRIP <br />JA <br />M <br />B <br /> <br />S <br />T <br />R <br />I <br />P <br />JA <br />M <br />B <br /> <br />S <br />T <br />R <br />I <br />P <br />12 <br />" <br />2" <br />14" <br />SILL STRIP <br />JA <br />M <br />B <br /> <br />S <br />T <br />R <br />I <br />P <br />JA <br />M <br />B <br /> <br />S <br />T <br />R <br />I <br />P <br />HEAD STR <br />I <br />P <br />A <br />B <br />C <br />SILL STRIPJA <br />M <br />B <br />ST <br />R <br />I <br />P <br />JA <br />M <br />B <br />ST <br />R <br />I <br />P <br />WATERRESISTAN <br />T <br />PAPER <br />WATER RE <br />S <br />I <br />S <br />T <br />A <br />N <br />T <br />PAPER <br />WATER RE <br />S <br />I <br />S <br />T <br />A <br />N <br />T <br />PAPER <br />3/ <br />8 <br />" <br />3/8" <br />JA <br />M <br />B <br /> <br />S <br />T <br />R <br />I <br />P <br />1 <br />HEAD STR <br />I <br />P <br />JA <br />M <br />B <br /> <br />S <br />T <br />R <br />I <br />P <br />2 <br />G.I.FLASHI <br />N <br />G <br />HEADSTRIP <br />WATERRESISTAN <br />T <br />PAPER <br />WATERRESISTAN <br />T <br />PAPER <br />A <br />B <br />C <br />JAMB STR <br />I <br />P <br />3 <br />4 <br />WATERRESISTAN <br />T <br />PAPER <br />THRESHOLD-PROVIDE BITUMINOUS <br />COATING UNDER THRESHOLD FOR <br />SEPARATION OF ALUMINUM AND <br />CONCRETE, OR OTHER APPROVED <br />MEASURE TO ISOLATE/PROTECT. <br />APPLY SEALANT TO FLOOR AND/OR <br />BOTTOM OF SILL PER MANUFACTURER. <br />PLACE DOOR UNIT INTO ROUGH <br />OPENING AND TEMPORARILY FASTEN <br />PER MANUFACTURER. <br />APPLY SEALANT TO EXTERIOR EDGE OF <br />THE DOOR FRAME JAMBS AND HEAD TO <br />RECEIVE FLASHING SET 3/8" IN FROM THE <br />INSIDE EDGES OF JAMBS AND HEAD. <br />ATTACH JAMB STRIPS OF FLASHING <br />MATERIAL (SIDES OF OPENING) AT LEAST <br />12" WIDE WITH THE INSIDE EDGE OF <br />FLASHING POSITIONED 3/8" IN FROM THE <br />INSIDE EDGE OF THE DOOR FRAME. JAMB <br />STRIPS SHOULD EXTEND 12" MIN. ABOVE <br />OPENING. <br />ATTACH HEAD STRIP OF FLASHING <br />MATERIAL (TOP OF OPENING) AT LEAST 12" <br />WIDE WITH THE BOTTOM EDGE OF <br />FLASHING POSITIONED 3/8" UP FROM THE <br />BOTTOM EDGE OF THE DOOR HEADER. <br />APPLY A CONTINUOUS BEAD OF <br />SEALANT ON THE EXTERIOR SURFACE <br />OF JAMB AND HEAD FLASHING ON THE <br />DOOR SIDE EDGE OF THE FLASHING. <br />ATTACH BRICK MOULD OVER SEALANT <br />AND ALIGNED WITH JAMB AND HEAD <br />STRIPS OF FLASHING SET 3/8" IN FROM <br />EDGES OF DOOR FRAME. <br />AT BRICK MOULD AT DOOR HEAD, <br />APPLY SEALANT TO TOP OF BRICK <br />MOULD AND AT ADJACENT WALL TO <br />RECEIVE 26 GA. FLASHING (26 GA. G.I. <br />FLASHING NOT REQUIRED WHEN DOOR <br />IS PROTECTED BY 3'-0" MIN. OVERHANG <br />OR SOFFIT). <br />STARTING AT THE BOTTOM OF THE WALL(SOLE PLATE), LAY <br />WATER-RESISTANT PAPER (A) OVER THE JAMB FLASHING STRIP AND LAP <br />INTO THE JAMB BRICK MOULD. <br />INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (B, C, ETC.) <br />OVER JAMB FLASHING, SHINGLE-BOARD FASHION, AND LAP INTO THE JAMB <br />BRICK MOULD. <br />AT DOOR HEAD PAPER SHOULD RUN CONTINUOUSLY ABOVE THE DOOR <br />WITH NO SPLICES AND ALP OVER 26 GA. G.I. FLASHING. (RUN PAPER ONTO <br />TOP OF BRICK MOULD WHEN G.I. FLASHING IS NOT REQUIRED). <br />NOTES: <br />I.R.G. 703.8 CALLS CALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO THE <br />WEATHER TO MAKE THEM WEATHER PROOF. SINCE C.R.C. DOES NOT OUTLINE PROCEDURES <br />FOR DOOR FLASHING, TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE APPROVED 12" <br />WIDE SELF-SEALING FLASHING. CAULK BACK OF DOOR FRAMES BEFORE SETTING. USE <br />DOORS THAT ARE WATER TIGHT. <br />26 GA. G.I. FLASHING REQUIRED AS SHOWN IN OTHER DOOR DETAILS TO BE INSTALLED BY <br />SHEET METAL CONTRACTOR. <br />LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR <br />FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY <br />STANDARDS AND PRACTICE NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD <br />COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF <br />WALL OPENINGS MUST COVER WIRE BACKING. <br />WATER - RESISTANT <br />PAPER TO BE 60 MINUTE <br />GRADE 'D' PAPER <br />MINIMUM <br />STAIR DETAIL <br />TYPICAL VENT BLOCK <br />EQ.EQ.EQ.EQ. <br />EQ <br />. <br />EQ <br />. <br />(3) 2 1/2" DIA HOLE PER <br />BLOCK <br />2X EAVE BLOCK WITH 1/4" WIRE <br />MESH <br />NOTE: <br />1. EACH BLK PROVIDES APPROX <br />13 SQ. INCHES OF <br />VENTILATION. <br />2. MINIMUM BLOCK SIZE 2X4X14 <br />1/2". <br />3. TYPICAL ATTIC: 1 VENT BLOCK <br />AT EVERY OTHER BAY. <br />4. SLOPING CEILING: 1 VENT <br />BLOCK AT EACH BAY. <br />7 6 5 1 <br />11 <br />7 <br />8 <br />1 <br />2 <br />1. 2X14 STRINGERS © 16" 0.C. <br />2. PLYWOOD TREADS & RISERS <br />(MIN. 3/4"). <br />3. 2X4 THRUST PLATE ANCHORED <br />W/ SHOT PINS © 24" 0.C. W/ 2" <br />DIA. WASHERS (ICC# ER-1799). <br />LARR #25304 SECURE STRINGER <br />TO 2X4 SILL W/ (3) 16d TOE <br />NAILS. <br />4. PER ARCHITECTURAL <br />5. PLYWOOD SUBFLOOR <br />6. APPROVED METAL HANGERS <br />7. DBL. JOIST OR HEADER <br />8. SIMP. THA213 TRUSS HANGER <br />9. CONT. 2X PLATE W/ 16d'S © 8" <br />0.C. <br />10. DBL. JOIST OR BLOCKING <br />11. 6" MIN. © NOTCH NO OVERCUT. <br />12. 2X6 LEDGER W/ (4) 16d'S PER <br />STUD © WALL CONDITION. <br />5 <br />9 <br />10 <br />3 <br />12 <br />7 <br />34" <br />M <br />A <br />X <br />. <br />10" MIN. <br />2 <br />SPECIFIED WATERPROOF DECK COATING O <br />METAL LATH O/ SLOPED DECK SHEATHING <br />G.S.M. 'L' DECK TO WALL FLASHING <br />SLOPED DECK FRAMING & SHEATHING PER <br />STRUCTURAL <br />FLOOR FRAMING AND SHEATHING PER <br />STRUCTURAL <br />EXTERIOR CEMENT PLASTER O/ METALLATH O/ W.R.B. <br />9" WIDE S.A.F. O/ FOUNDATION SCREED <br />2x SOLID BACKING AS REQUIRED <br />RUN PRE-TREATMENT UP 'L' FLASHING <br />5 1/2" CEMCO #7 26 GA. FOUNDATIONSCREED; SET WEEP 2" ABOVE DECK FINISH <br />TOP AND FINISH COATS O/ PRE-TREATMENT <br />PRE-TREATMENT O/ BASE COATSSLOPE <br />1/4"/FT. <br />1" <br /> <br />M <br />I <br />N <br />. <br />SHEAR PANEL <br />(per plan) <br />4"MIN. ABOVE EARTH <br />2"MIN. ABOVE PAVEMENT <br />WEEP SCREED <br />MINIMUM 26 GA. CORROSION - <br />RESISTANT OR PLASTIC WITH A <br />MINIMUM VERTICAL FLANGE OF 3 1/2" <br />SHALL BE PROVIDED AT OR BELOW <br />FOUNDATION PLATE LINE ON <br />EXTERIOR STUD WALLS. <br />HANDRAIL & GUARDRAIL <br />FLOOR JOIST <br />4" <br />42 <br />" <br />M <br />I <br />N <br />. <br />3/4" THK. PLYWOOD <br />4" <br />STRINGER PER <br />STRUCTURAL DRAWINGS <br />5/8" TYPE 'X' DRY <br />WALL WHERE OCCURS <br />10" MIN.7 <br />34" <br />M <br />A <br />X <br />. <br />3/4" <br />34 <br />" <br /> <br />T <br />O <br /> <br />3 <br />8 <br />" <br />∅6" <br />ST <br />A <br />I <br />R <br /> <br />N <br />O <br />S <br />I <br />N <br />G <br /> <br />T <br />O <br /> <br />T <br />O <br />P <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />OPENING NOT TO ALLOW A <br />4" OR LARGER SPHERE TO <br />PASS THROUGH, TYP. <br />OPENING NOT TO ALLOW A <br />6" OR LARGER SPHERE TO <br />PASS THROUGH, TYP. <br />HANDGRIP <br />NOTES: <br />REF. STURCTURAL DWGS. FOR <br />CONNECTION DETAILS <br />(DETAIL 14/SD.3) <br />10" MIN. <br />2x SOLID FIRE BLK'G w/ <br />16d @ 12"oc <br />ROOF DIAPHRAGM <br />2x4 FLAT <br />OUTLOOKER @24"oc <br />DIAPHRAGM <br />BOUNDARY NAIL <br />(2)16d <br />SHEAR PANEL <br />THROUGH ROOF <br />2x FACIA <br />ROOF RAFTER <br />TYPE X <br />2x4 @ 4'oc <br />2x BLK'G @4'oc <br />SHEAR PANEL <br />EDGE NAIL <br />7/8" STUCCO <br />STUD WALL <br />5/8" TYPE X GYPSUM TO <br />ROOF SHEATHING <br />CEILING JOIST <br />9 <br />STRUCTURAL SHEATHING <br />AS REQUIRED <br />LTP4@24" O.C. <br />(SEE SW SCHEDULE) <br />BN. <br />2X ROOF RAFTER AS PER PLAN <br />ROOF SHEATHING AND <br />NAILING AS PER PLAN <br />2X CEILING JOIST <br />SPACING PER <br />PLAN6-16d <br />2x STUD @ 16" O.C. <br />BEAM OR STUD <br />WALL PER PLAN <br />FASCIA <br />5/8" TYPE X <br />DRYWALL <br />SOLID 2X FIRE BLOCKING <br />7/8" STUCCO <br />1" <br />INSULATION PER PLAN <br />1" AIR GAPFELT UNDERLAYMENT <br />ASPHALT SHINGLES ROOFING <br />1 HOUR FIRE RATED ROOF OVERHANG DETAIL 1-HR RATED ROOF/EAVE & INSULATION <br />6 <br /> <br />1 HOUR FIRE RATED WALL DETAIL <br />HANDGRIP TYPE1 <br />Job # <br />Sheet No.: <br />Date <br />Ap <br />p <br />l <br />i <br />c <br />a <br />n <br />t <br /> <br />: <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <br />: <br />Co <br />n <br />t <br />a <br />c <br />t <br />: <br />To <br />n <br />y <br /> <br />V <br />u <br />Ma <br />s <br />t <br />e <br />r <br /> <br />C <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br />SEAL: <br />SHEET DESCRIPTION : <br />7/31/25 <br />Te <br />l <br />. <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />5 <br />6 <br />8 <br />- <br />5 <br />4 <br />4 <br />4 <br />N2308 <br />SCALE: <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br />34 <br />1 <br />4 <br /> <br />S <br /> <br />T <br />I <br />M <br />B <br />E <br />R <br /> <br />S <br />T <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br /># <br />2 <br /> <br /> <br /> <br /> ( <br />A <br />D <br />U <br />) <br /> <br />3 <br />4 <br />1 <br />4 <br /> <br />S <br /> <br />T <br />I <br />M <br />B <br />E <br />R <br /> <br />S <br />T <br /> <br />REVISIONS <br />DATENO: REVISIONS <br />72 <br />2 <br />1 <br /> <br />G <br />a <br />r <br />d <br />e <br />n <br /> <br />G <br />r <br />o <br />v <br />e <br /> <br />B <br />l <br />v <br />d <br />, <br /> <br />G <br />a <br />r <br />d <br />e <br />n <br /> <br />G <br />r <br />o <br />v <br />e <br />, <br /> <br /># <br />J <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />4 <br />1 <br />Te <br />l <br />. <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />5 <br />6 <br />8 <br />- <br />5 <br />4 <br />4 <br />4 <br />(S <br />F <br />R <br />) <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />. <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />DATE: 07/01/2024 <br />SCALE: 1-1/2"=1'-0" <br />© 2024 National Gypsum Services Company <br />STC 38 - 2x6 WOOD STUDS SOUND TEST: NGC 2008032 <br />UL DESIGN: U305 <br />LOADBEARING WOOD STUD PARTITION - 1 HOUR <br />1. MIN. 2x6 WOOD STUDS 16" O.C. <br />2. 5-1/2" GLASS FIBER INSULATION <br />3. 5/8" GOLD BOND FIRE-SHIELD GYPSUM BOARD (FSW, FSW-C, FSW-6, eXP-C, FSK, FSK-C) APPLIED <br />VERTICALLY OR HORIZONTALLY AND FASTENED WITH 1-7/8" 6d NAILS 7" O.C. OR 1-1/4" TYPE W SCREWS 8" <br />O.C. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED 16" FROM OPPOSITE SIDE. <br />4. JOINT TAPE AND COMPOUND OVER JOINTS AND FASTENER HEADS (OPTIONAL WHEN SQUARE EDGE <br />BOARD IS USED) <br />6 <br />3 <br />/ <br />4 <br />" <br />1 3 4 <br />16"16"16" <br />3 <br />2 <br />1. GENERAL ASSEMBLY NOTES (FOR THE <br />WALL) <br />ASSEMBLY: 1-HOUR FIRE-RESISTANCE RATED <br />WALL (UL U305) <br />STUDS: 2X4 (MIN) WOOD STUDS @ 16" O.C. <br />FACING: (1) LAYER 5/8" TYPE 'X' GYPSUM <br />BOARD APPLIED VERTICALLY TO EACH SIDE. <br />FASTENERS: 1-7/8" 6D NAILS OR 1-1/4" TYPE S <br />SCREWS @ 7" O.C. AT EDGES AND 12" O.C. IN <br />FIELD. <br />FINISH: ALL JOINTS TAPED AND TOPPED <br />WITH JOINT COMPOUND. FASTENER HEADS <br />COVERED WITH JOINT COMPOUND. <br />INSULATION: 3-1/2" MINERAL WOOL OR <br />FIBERGLASS BATTS IN STUD CAVITY. <br />2. PENETRATION NOTES (TO CLEAR <br />CORRECTION ITEM 10) <br />FIRESTOPPING PER CRC R302.4 (UL SYSTEM <br />W-L-1001) <br />MANUFACTURER: 3M™ OR HILTI. <br />PRODUCT: 3M™ FIRE BARRIER SEALANT CP <br />25WB+ (OR EQUAL). <br />THROUGH-PENETRATIONS: ALL PIPES/CONDUITS <br />SHALL BE SEALED WITH FIRESTOP SEALANT TO <br />THE FULL DEPTH OF THE GYPSUM BOARD (MIN <br />5/8"). <br />MEMBRANE PENETRATIONS: ALL ELECTRICAL <br />BOXES IN FIRE-RATED WALLS SHALL BE <br />PROTECTED BY 3M™ FIRE BARRIER MOLDABLE <br />PUTTY PADS OR MAINTAINED WITH A 24" <br />HORIZONTAL OFFSET PER R302.4.2. <br />COMPLIANCE: TESTED IN ACCORDANCE WITH <br />ASTM E814 / UL 1479. <br />ARCHITECTURAL DETAILS <br />AD-1