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Ayr <br />MINIMUM 2"x4" <br />CROSSBRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />_(3) 12d <br />PER JOINT <br />\—CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. <br />2 CROSS BRACING DETAIL (TYP) <br />S-31 <br />SCALE: N.T.S. <br />G.C. TO PROVIDE ** ALTERNATE SPAN RATED <br />BLOCKING TO COMPLY 32/16 PLYWOOD MAY BE USED <br />SEE ROOF <br />PLAN SHEATHING <br />*DIAGONAL SPACED 2X4 BLOCKIN <br />AT 15'-0" O.C. MAX - BETWEEN TRUSSES <br />SECT. A -A <br />l BLOCKING <br />G.T. <br />\ ADD 2X4 ALONGSIDE <br />' - TOP CHORD WHEN REQ'D <br />- TO PREVENT PLYWOOD <br />' SPAN FROM EXCEEDING <br />MAX 24" SPAN (EITHER <br />SIDE OR BOTH IF REQ'D) <br />CONTINUOUS LATERAL BRACING - <br />NAIL OVER X-BRACE AS SHOWN- _ <br />INSTALL BLKG. AT TRUSS WEBS <br />FOR NAILING <br />W/ APA RECOMENDATIONS 20'-0" MAX 20'-0" MAX <br />FOR SPAN RATING OF <br />7/16" OSB. "X" BRACE SE CONTINUOUS BOTTOM CHORD <br />DETAIL 2/S3 BRACING 2 X 4 MIN. SEE DETAIL 3/S 3 <br />V <br />❑ <br />z <br />w <br />a <br />klq ih,l <br />ihililill1 <br />a�l� <br />I�IAII <br />1■A <br />a <br />w <br />o <br />O <br />0 <br />0 <br />0 <br />0 0 <br />a <br />w <br />X-BRACING - 2x4 SPF OR SYP A <br />w/ 2-16d @ EACH TRUSS WEB <br />2A CROSS BRACING DETAIL (TYP.) <br />S_3 NOT TO SCALE <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />THAT MAY BE REQUIRED 4'-0" O.C. MAX. FOR <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />4 RE UIRED MINIMUM PERMANENT TRUSS BRACING PL N <br />S-3 AS PER HIB 91 REV. 7/19/03 SCALE: N.T.S. <br />TRUSS NOTES: <br />1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 <br />(TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND <br />BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT <br />IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED <br />TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY <br />CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT <br />EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. <br />2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL <br />LATERALBRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. <br />3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. <br />4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT <br />ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. <br />5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. <br />SEE TYP. TRUSS BLOCKING DETAILS CONY. FRAMED RIDGE TYP. HAND FRAMING ABOVE TRUSS <br />2X4 BLOCKING MAY BE NAILED w/ MIN. 2X4 STUDS & PLATES AT 2'-0" O.C. <br />BETWEEN EA. TRUSS (4) 12d WHEN IT LANDS EACH DIRECTION TYP. U.N.O. <br />2X4 DIAGONAL AT 8'-0" O.C. A NEXT TO PRE-ENG. TRUS 2x8 BLKING. NAILED @ EACH <br />MAX & EACH END ALTERNATE SIDE w/ (3) 12d NAILS WHEN <br />DIRECTION TYP. REQUIRED w/ (2) USP MTW12 <br />W/ (14) - 10d X 1 1/2" EACH <br />I <br />--- <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />TYP. WOOD TRUSS BLOCKING DETAI <br />SCALE: 3/4"=1'-O" <br />L <br />TB <br />x <br />7 PRE-ENG. TRUSS <br />rCONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.0 <br />W/ (4) 10d TOP & <br />BOTTOM <br />OR USP RT7 OR <br />HCLR/LL W/ 8 - 8d <br />N PLACE OF (4) 10d <br />,OLLAR TIE <br />VERY 3rd <br />?AFTER <br />BEVEL CUTS <br />(OPTIONAL) <br />2x4 SPF 2 (2) #7X 3-1/2" <br />WOOD SCREW EACH TRUSS <br />OR USP RT7 @ 48" O.C. <br />2x8 #2 SPF RIDGE BEAM <br />DIAGONAL- 2x6 RAFTERS @ 2'-0"O.C. <br />AT 8'-0" WOOD MAX. w/ (3) 10d COMMON <br />MAX TRUSS TOENAILS TO RIDE BEAM <br />2X4 CONT. AT-/ CONC. MASONRY <br />T & B CHORD STEEL OR WOOD <br />BEARING SUPPORT <br />A -A ALTERNATE BLOCKING <br />9 DETAI <br />S-3 REV.8/3/04 <br />IR BEARING <br />SCALE: 3/4"=1'-O" <br />PROVIDE 2X4 MIN. BLOCKING AT <br />CEOF HIP/RIDGE, TYP.BETWEEN TRUSSES <br />W/ (2) 12D NAILS EACH END TO <br />TRUSS TOP CHORD <br />TYP. <br />TRUSS <br />A <br />A <br />JACK I �� GIP <br />TRUSSES <br />(2) 12D NAILS — <br />AT 12" O.C. MAX <br />213HIP RIDGE BLOCKING DETAIL <br />S_3 REV.7/18/03 3/4"=1'-O" <br />8" D BLOCK TIEBEAM. <br />W/ 1#5 REBAR U.N.O. <br />U <br />0 <br />0 <br />a <br />7/16" O.S.B <br />EA. SIDE <br />2X BLK'G. <br />TO O.S.B. <br />W/ 2 - 8d <br />EA. END <br />EDGE VIEW <br />— WHEN REQ'D RECESSED <br />PRE -CAST LINTEL <br />NOTE: MAY CUT BACK 2x8 P.T. @ <br />TOP TO ALLOW CONT. 2x4 BLOCKING <br />AROUND CURVE. MIN. 2 TAPCON <br />ANCHORS TO 2x8 <br />fn-2x8 W/ (2) 16d TOE NAILS <br />EACH END <br />—7/16" OSB W/ 6d NAILS @ <br />16" O.C. TO SIDE & TOP NAILER <br />2x4 SPF CONTINUOUS BLOCKIN( <br />ATTACHED TO 7/16" OSB W/ <br />(2) 8d NAILS. SEE DETAIL ABOVE <br />2x8 P.T. W/ TAPCON HW4-234 <br />(1/4"x2-3/4") @ 12" O.C. MAX <br />10'-111-A" MAX <br />WINDOW OR <br />DOOR OPN'G <br />10"'\ DET. @ ARCH WINDOW FRAMING <br />S-3/ CMU WALL 3-17-04 SCALE: N.T.S. <br />PRE-ENGINEERED OVERLAP TRUSS BRACING <br />WOOD TRUSSES AT LEAST ONE TRUSS t <br />14 6" OVERLAP <br />SPACE , <br />\—MINIMUM (2) 16d PER JOINT <br />MINIMUM 2"x4" SPF OR <br />* SPACED AT 15'-0" MAX SYP TRUSS BRACING <br />TRUSS BRACING OVERLAP <br />3 -N DETAIL (TYP.) <br />S-3 <br />SCALE: N.T.S. <br />7/16" O.S.B. <br />EA. SIDE <br />2X BLK'G. <br />TO O.S.B. <br />W/2-8d <br />EA. END <br />EDGE VIEW <br />(3) 16 <br />SEE 6/S- <br />FOR CONN. COMMON <br />NAI LS(TYP) <br />I I I <br />HEADER P. LOCATION <br />• • . <br />IF <br />-2x W/ (2) 16d TOE;1 <br />FEACH <br />I 1� <br />END TYP. <br />2x4 SPF CONTINUOUS BLOCKING <br />ATTACHED TO OSI3 W/ <br />:d NAILS. SEE DETAIL :• <br />11TAITITKA1 <br />DOOR OPN'G <br />11 DET. @ ARCH WINDOW FRAMING <br />LS3)FRAME WALL 3-17-04 SCALE: 1/2" = 1'-0" <br />INTERIOR <br />FASTEN TO 2x8 ----41 <br />w/ 16d @ 32" O.C. <br />GARAGE <br />FASTEN TO 2x8 <br />w/ 16d @ 32" Q.C. <br />2 x 8 PT. W/ 1/2" EPDXY <br />BOLTS OR A.B. 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