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2X4 SPF BLOCKING @ <br />PANEL EDGES - NAIL <br />SHEATHING @ 4" O.C. <br />STAGGERED w/ 8d <br />2x4 SPF CROSS BRACE <br />@ 48" O.C. - NAIL w/3- <br />10d AT EACH END & AT <br />CROSSING AT 45 ANGLE <br />CONTINUOUS 2X4 SPF <br />SPANNING (4) TRUSS <br />BAYS (8 FT) NAILED TO <br />2x4 BLOCKING @ 4" O.C. <br />w/12d & 2-12d TO CHORD <br />2X4 SPF BLOCKING <br />BETWEEN TRUSSES <br />@ 48" O.C. MAX. <br />DROP GABLE END TRUSS <br />FOR O.H. GREATER THAN 12" <br />LSTA18 - STRAP <br />BLKG. @ 1st TRUSS <br />TRUSSES <br />NOTCH BLOCK @ <br />PLATE TOENAIL w/ <br />3-16d I <br />5/8" OR 1/2" CEILING DENSE GYPSUM <br />WALL BOARD FASTENED W/ 8d COOLER <br />NAILS OR 1 1/4" LONG DRYWALL SCREWS <br />COMPLYING W/ASTM C1002 FOR FIRST <br />8'-0" FROM END WALL @ 4" O.C. (TYP) <br />GABLE END BRACING <br />w/o VOLUME CEILING <br />SCALE: 3/4" = 1'-0" <br />GABLE END BRACING DETAIL <br />4 BAYS <br />2x8 PT <br />PLATE <br />REV. 3/04/04 TH <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />1ACE W/ 10d @ 4" O/C <br />SCHEDULE ON S3 FOR SIZE <br />i LOCATION) <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE S' <br />NOTES FOR WIND SPEED SPECIFICATION <br />2X4 LOOKOUT RAFTERS @ 24" <br />O.C. W/ usp rt16 <br />STRUCT.SHEATHING <br />7/16" MIN. THK. - <br />NAIL w/8d COM. @ <br />3" O.C. EDGES & 6" <br />O.C. FIELD <br />2X6 BRACE NAILED <br />TO SIDE OF GABLE <br />TRUSS CHORDS <br />4'-0" IN LENGTH <br />OR GREATER <br />10d @ 4" O.C. <br />GABLE TRUSS <br />NAIL TOP OF "T" <br />TO GABLE TRUSS <br />w/2-12d & (1) <br />usp rt8A w/ <br />10-10d x 1 1/2" <br />NAIL GABLE TRUSS <br />TO PLATE w/16d @ <br />4" O.C. <br />1/2" x 8" A.B. <br />@ 48" O.C. MIN. <br />LINTEL <br />COURSE <br />MASONRY <br />WALL <br />1 <br />S-3 <br />( ELEV III ONLY) <br />SCALE: N.T.S. S-3 <br />( ELEV III ONLY) <br />11 <br />S-3 <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAILS <br />2X4 SPF BLOCKING @ <br />PANEL EDGES - NAIL <br />SHEATHING @ 4" O.C. <br />STAGGERED w/8d <br />2x4 SPF CROSS -BRACE <br />@ 48" O.C. - NAIL w/3- <br />10d AT EACH END & AT <br />CROSSING AT 45 ANftE <br />2X4 SPF BLOCKING <br />BETWEEN TRUSSES <br />@ 48" O.C. MAX. <br />1/2" MIN. DW CEILING <br />NAILED w/5d COOLER <br />NAILS @ 7" O.C. <br />DROP GABLE END TRUSS & LOOKOUT <br />RAFTERS FOR O.H. GREATER THAN 12" <br />LSTA18 - STRAP <br />BLKG. @ 1st TRUSS <br />2X6 BRACE NAILED <br />TO SIDE OF GABLE <br />TRUSS CHORDS <br />4'-0" IN LENGTH <br />R GREATER <br />+TRUSSES <br />TINUSPF <br />VNING (4) TRUSS X <br />B�(8 FT) NAILED TO <br />BLOCKING @ 4" O.C. \ <br />?d & 2-12d TO CHORD <br />II <br />GABLE END BRACING <br />w/o VOLUME CEILING <br />SCALE: 3/4" = V-0" <br />45A <br />NAIL DEADWOOD TO <br />TOP PLATE w/16d @ <br />4" O.C. <br />4 BAYS <br />REV. 3/04/04 T.H. <br />MINIMUM 2"x4" <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />_(3) 12d <br />PER JOINT <br />\—CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. <br />CROSS BRACING DETAIL (TYP) <br />SCALE: N.T.S. <br />PRE-ENGINEERED OVERLAP TRUSS BRACING <br />WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP <br />SPACE , <br />\—MINIMUM (2) 16d PER JOINT <br />* SPACED AT 15'-0" MAX <br />TRUSS BRACING OVERLAP DETAIL (TYP) <br />SCALE: N.T.S. <br />SEE ROOF <br />PLAN SHEATHING <br />2X4 BLOCKING <br />BETWEEN TRUSSES <br />SECT. A -A <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 />HIP/RIDGE BLOCKING DETAIL <br />REV. 7/18/03 <br />6 <br />MINIMUM 2"x4" SPF OR <br />SYP TRUSS BRACING <br />4 <br />5 <br />PROVIDE 2X4 MIN. BLOCKING AT <br />CLOF HIP/RIDGE, TYP.BETWEEN TRUSSES <br />W/ (2) 12D NAILS EACH END TO <br />TRUSS TOP CHORD <br />TYP. <br />A TRUSS <br />A <br />A <br />JACK <br />TRUSSES <br />(2) 12D NAILS <br />AT 12" O.C. MAX <br />3/4"=1'-0" <br />G.T <br />2b <br />usp rt16 @ <br />LOOKOUT RAFTERS <br />IF APPLICABLE <br />STRUCT. SHEATHING <br />7/16" MIN. THK. - <br />o NAIL w/8d COM. @ <br />3" O.C. EDGES & 6" <br />O.C. FIELD <br />10d @ 4" O.C. <br />GABLE TRUSS <br />10 <br />o NAIL TOP OF 'T" <br />TO GABLE TRUSS <br />o w/2-12d & (1) <br />usp mtw12 w/ <br />14-10d x 1 1/2" <br />NAIL TRUSS BOTTOM <br />CHORD TO 2X4 DEAD- <br />WOOD w/16d @ 4"O.C. <br />usp Ista30 w/ <br />14-10d @48" O.C. <br />2 <br />S-3 <br />FRAME WALL <br />2x4 @ 16" O.C. <br />(TYPICAL) <br />G.C. TO PROVIDE ALTERNATE SPAN RATED <br />BLOCKING TO COMPLY 32/16 PLYWOOD MAY BE USED <br />W/ APA RECOMENDATIONS 20'-0" MAX 20'-0" MAX <br />FOR SPAN RATING OF <br />7/16" OSB. "X" BRACECONTINUOUS OTTOM CHORD <br />DETAIL 2%S3 BRACING 2 X 4 MIN. SEE DETAIL 3/S-3 <br />Z <br />W <br />tL <br />2 <br />I!IlllllllliOR <br />�41 <br />�l��l111 <br />11114godiii� <br />C <br />p� <br />poril <br />1111111111111111 <br />d <br />W <br />O <br />Q�I <br />� <br />0 <br />I <br />d- <br />O <br />I <br />O <br />I <br />O <br />I <br />O <br />I <br />O <br />I <br />X <br /><11 <br />Cy <br />W <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 />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />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 />LATERAL BRACING 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 <br />REV. 7/19/03 <br />CONV. 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. TRUSS 2x8 BLKING. NAILED @ EACH <br />MAX & EACH END ALTERNATE SIDE w/ (3) 12d NAILS WHEN <br />DIRECTION TYP. REQUIRED w/ (2) MTS12'S <br />SUPPORT WHERE TRUSS DEPTH EXCEEDS <br />STANDARD HEEL HEIGHT <br />WOOD TRUSS BLOCKING DETAIL (TYP) <br />SCALE: N.T.S. <br />I61H, 16. Gi .11 I1+91 iP r.-.IIYI J�,i.. A1111 ! 11 <br />CB <br />DB <br />PRE-ENG. TRUSS <br />CONT. ROOF SHEATHING AT TRUSS TOP <br />CHORD AT ALL HAND FRAMED AREAS TYP. <br />DIAGONAL <br />AT 8'-0" <br />MAX WOOD <br />TRUSS <br />2X4 CONT. Al <br />T & B CHORD <br />C.MASONRY <br />1 OR WOOD <br />LING SUPPORT <br />A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING <br />SCALE: N.T.S. <br />VERTICAL SCAB <br />2 x 6 #2 SPF 48" O.C. <br />W/ (4) 10d TOP & <br />BOTTOM <br />OR H5 OR HCLR/LL <br />IN PLACE OF (4) 10d <br />COLLAR TIE <br />EVERY 3rd <br />RAFTER <br />BEVEL CUTS <br />(OPTIONAL) <br />2x4 SPF 2 (2) #7X 3-1/2" <br />WOOD SCREW EACH TRUSS <br />OR H5 @ 481, O.C. <br />2x8 #2 SPF RIDGE BEAM <br />2x6 RAFTERS @ 2'-0"O.C. <br />MAX. w/ (3) 10d COMMON <br />TOENAILS TO RIDE BEAM <br />REV. 8/03/04 <br />go <br />N6�NFP <br />Z <br />o <br />Lj <br />w <br />a <br />Z <br />IE <br />Z <br />f8 A <br />N <br />IE <br />U <br />Z <br />! 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