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SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />TOENAIL W/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND BACKNAIL WI (2) 16d NAILS <br />NOTES AND NAILING BACKNAIL W/ (2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4" <br />O.C. (OPTIONAL - SEE <br />BLOCKING FOR <br />OUTLOOKER <br />ELEVATIONS) <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL` <br />45° t 24" MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />TR TRUSSES @ <br />USP OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d <br />FOR FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />EDGES OF 2x4 CRO BRACE <br />L @ <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4"CROSS BRACE <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />48" O.C. EACH JOINT W/ 3 10d <br />() <br />AT LEAST 90% OF WEB <br />A <br />@ 8'-0" O/C. <br />EXTEND LEAST 90% OF <br />@ <br />USP <br />8 FROM RIDGE FASTENED AT <br />" <br />RIDGE FASTENED AT <br />MAX. & (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ 2 <br />( ) <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />.. STUD <br />10d TOE NAILS EA. END <br />@ <br />10d & (2) 10d TOE <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />' <br />WALL SECTION FOR SPACING <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />— J <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4 PANEL BLOCKING @ 48" <br />2x4 BLOCKING <br />W/ (2) 16-d TOENAILS <br />2x4 "T" ON TOP OF PANEL BLO( KING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH ' L" BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />@ 48" O.C. <br />AUSP <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />MOISTURE BARRIER <br />WEEP SCREED <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" 0/C <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />HTA20 OR EQ. @ 6-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL SECTION <br />1 <br />TAPCONS. SECTION <br />2 <br />SECTION <br />ALi <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />CV <br />r <br />N <br />r <br />SEE STRUCTURAL — <br />X-BRACING, AND TOP <br />f <br />CO <br />NOTES AND NAILING <br />SP HGAM10 W/ (4)r4BOTT. <br />CHORD BLOCKING <br />CN <br />00 <br />;0 <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />4"x1-3/4" WEDGEINFORMATION <br />OLTS & (4) SIDS 1/4" <br />1 1 <br />' <br />11 ,,. <br />2"x4" CROSS BRACE <br />1 1/2" SCREWSWOOD <br />TRUSSES <br />00 <br />1 <br />00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING1. <br />1 1 <br />2 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />1 <br />1 2" <br />2) 10d TOE <br />CHORD FOR 4 <br />NAIS( @ EA. ND <br />-- <br />-- TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW <br />() (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />KIN <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C W/ 2 <br />(D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />W/ (2) 16-d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON — LOAD BEARING <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4"=1'-0" S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. Cr, <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />11NIMUM 2x <br />;ROSS BRACING <br />5EE PLAN FOR <br />OCATIONS) 10dx3" O/C <br />TOENAIL 6" O/C <br />W/ (2)16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />' CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />2"x4"y <br />RUNNE <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />1 GABLE TRUSS <br />g5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />BACKNAIL W/ <br />(2) 2x4 OUTLOOKER <br />8d @ 6"O/C - <br />16d NAILS <br />@ 24" O/C <br />TOP CORD <br />WOOD TRUSSES <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />USP RT16 OR <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. EDGES OF <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />• <br />W/ 10d NAILS @ 6" O.C. <br />ND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4"JACK <br />TRUSS <br />WEDGE BOLTS & (4) SIDS 1/4" x 1 <br />Nr <br />SEE PLAN FOR <br />!F���',CONNECTION <br />1/2" SCREWS <br />2x4 "T" ON TOP OF PANEL) L <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />-MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rm <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />GABLE END BRACING DETAIL SCALE:3/4"=1'.0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24' O/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR FIRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />OUTLOOKER 24" MAX. EDGES OF <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2)16d NAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP STUD WALL <br />PLATE (SEE TYP SEC) <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" 4 <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0.C— <br />TYPICAL Rd—U <br />GABLE TRUSS WEB -' <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM ] -4 <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />SECTION 4 16d PER SIDE <br />SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE r7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />2 x 4 BLOCKING W/(2)10d <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />BRACING W/(3)10d x 3" @ <br />• EACH CONN. @ 24" 0/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON — LOAD <br />BEARING LOCATIO (UNEVEN CLG.) rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-0" - 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />END JACK <br />1 V-0" MAX. <br />�y <br />c� <br />Y CORNER JACK <br />w <br />z <br />a <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />a_ <br />20'-0" MAX 20'-0" MAX <br />"X' BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />Uj <br />--- <br />LU <br />0 <br />"v <br />o <br />� <br />0 <br />z o <br />ILI <br />w <br />< o <br />o <br />' <br />� <br />0 <br />v� <br />� <br />w <br />o <br />o <br />T <br />� <br />Q <br />o <br />q <br />o <br />r <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 MY 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 L <br />AS PER BCSI 1-13 SCALE: N.T.S. SrJ <br />SCISSOR TRUSS <br />2X4 BRACING @ 48" O.C. CONTINUOUS <br />TO FIXED LOCATION ATTACHED W/ <br />2-10d @ EA. 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