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SP HGAM10 W/ (4)- <br />4"xl-3/4" WEDGE <br />OLTS & (4) SDS 1/4" <br />1 1/2" SCREWS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />BLOCKING FOR ' <br />FIRST FOUR <br />ROWS OF <br />TRUSSES @ <br />EDGES OF 2x4 CRO aB <br />SHEATHING APPROX. 8" FROM <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />EA. END @ 48" O.C. <br />TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND 7CKNAIL W/ (2) 16d NAILS <br />2"x4" OUTLOOKER NAILING SCHEDULE FOR USP RT16 OR EQUAL <br />@ <br />@ 24" O.C. SHEATHING DETAIL 2,x4,, <br />EA. OUTLOOKER <br />OUTLOOKER <br />45° t <br />24" MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT"L" BRACE <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CMID <br />• <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />2x4 CROSS BRACE <br />EXTEND @ LEAST 90 /o OF <br />WEB LENGTH & NOTCH @ <br />' <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ �• <br />FROM LEDGER TP <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD7 <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />10dX3" @ 3" O/C <br />THROUGH CHORD <br />INTO 2"x6" P.T. PLATE <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD7 <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />USP <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />HTA20 EA TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER <br />@ O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" 0/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />NOTE: IF EMBEDDED 1 TAPCONS. SECTION(a) <br />STRAP MISSED VERTICAL SECTION <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. S'CJ SCALE: N.T.S. Srj <br />REFER TO DETAIL J <br />ON SHEET S5 FOR N N SEE STRUCTURAL- <br />X-BRACING, AND TOP r `" M NOTES AND NAILING <br />CHORD BLOCKING N SCHEDULE FOR <br />INFORMATION `° °O 0o SHEATHING DETAIL <br />111/ 2"x4" CROSS BRACE <br />WOOD TRUSSES APPROX. 8" FROM <br />00 00 <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING L EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF 1 1 2" 1 1 2" <br />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT (2) 2 x 4 LAMINATIONS W/ 1 ROW (3) 2 x 4 LAMINATIONS W/ 1 ROW @ 48" O/C FOR THE <br />() () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF <br />OCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />2x4 TRUSSES FROM EA. <br />O/CBL <br />2x4 L 2 - 1 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L - 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 114" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 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. @ 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 LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( °� <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)10d PER JOINT <br />1INIMUM 2x <br />'ROSS BRACING <br />5EE PLAN FOR <br />OCATIONS) 10dx3" 0/C @ <br />TOENAIL 6" O/C RUNN <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />IT MAX <br />JOINT <br />I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL ri <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />a ii o �i a i{ as a ii <br />`CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL 2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL1-1 <br />— <br />TOP CORD BLOCKING <br />O <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />EA. OUTLOOKER <br />SCHEDULEFOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />LE TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />• USP <br />• <br />8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />EACH JOINT W/ (2) 10d & (2) <br />EACH JOINT W/ (2) <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & 2 10d TOE <br />() <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />TNT I MI 1 <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />2X4 PANEL BLOCKING @ 48"A <br />2x4 BLOCKING <br />W/ (2)16-d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />W/ (2) 16-d TOENAILS <br />10dx3" @ 4" O/C <br />2X4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION(S:� <br />SCALE: N.T.S. S5 <br />W/ <br />(2) 2@x4 OUTLOOKER <br />8d @ 6"0/C <br />A NAILS <br />24 O/C <br />TOP CORD <br />WOOD TRUSSES <br />BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <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 />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />EE PLAN FOR <br />�-��SCONNECTION <br />1/2" SCREWS <br />2x4 "T' ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SECTION g <br />SCALE: N.T.S. . S5 <br />MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S <br />6" OVERLAP <br />M <br />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 />2x4 BLOCKING W/ _ <br />(2) 12d TOENAILS <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />@ 24 0/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <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 <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 <br />STUD WALL <br />PLATE <br />(SEE TYP. SEC.) <br />USP SPT24 @ EACH STUD <br />SECTION <br />4 <br />SCALE: N.T.S. <br />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" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <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 />3'-0" - 6 4' <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2'W" 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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />END JACK <br />1 V-0" MAX. <br />w <br />d <br />90� <br />0 <br />CORNER JACK <br />, <br />0 <br />Y <br />a <br />Q <br />w <br />z <br />O <br />HIP FRAMING REFERENCE PLAN <br />z <br />w <br />a_ <br />x <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -, <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 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. Ell <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20 -0 MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />1-� <br />wu '. <br />---- <br />CwJ <br />0 <br />o <br />' <br />O <br />9 <br />;4- <br />w b <br />m c <br />0 v <br />� <br />v <br />LU <br />N� <br />o <br />o <br />T <br />� <br />cC <br />L <br />9¢ <br />o <br />o <br />� <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-03 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS <br />TO FIXED LOCATION ATTACHED W/ <br />2-10d @ EA. TRUSS (NOTE: BRACING <br />MAY BE PLACED ON EITHER TOP OR <br />BOTTOM OF THE BOTTOM CORD) <br />DROP CEILING FRAMING <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />U' <br />zoOzC-0 <br />z <br />I <br />J <br />Q) <br />4--J w <br />•U — <br />-a)-0 W <br />Ln <br />o <br />Mo <br />tli <br />o <br />mr- <br />U <br />UJ <br />0M <br />C (0 M <br />— 0 <br />oilf— E <br />N a M <br />O o 0 <br />= a) <br />UQ <br />LLL� <br />0) <br />Y <br />ooa) to _ <br />LO O V <br />rn <br />rnQo <br />A, <br />N CC B ➢ C <br />to <br />Cn <br />- INLl <br />`r <br />—'Co L. 6V <br />nlN:�r`" I by <br />m <br />�� N <br />' <br />UJ°, <br />•BENS <br />On5 " % <br />'7 <br />C) U <br />s�,OFES� <br />❑ <br />To the best of the Engineer's knoNil� g ti�iormation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />rj <br />Z <br />0 1� <br />(JO <br />>)� <br />M <br />Q M Ln <br />z <br />Ln <br />Q U- <br />O- , M <br />lce U a 00 <br />Q <br />E ..� <br />z <br />CD <br />WLu <br />J <br />� <br />d- <br />oz <br />x <br />�o <br />wo <br />z Qa <br /><a <br />�a�a <br />�E80 <br />U <br />Z w < <br />L <br />-,ZQ <br />W Z <br />U LL N <br />W <br />�Wo <br />oLA <br />Zz <br />Ln <br />J <br />ao <br />xZ <br />Z� <br />g� <br />z <br />0 <br />Q <br />fu <br />L i <br />W <br />0 <br />> <br />N <br />o <br />o <br />U <br />CO- <br />C7� <br />z <br />J <br />- <br />Ol <br />' <br />S <br />U z <br />�¢ <br />UtYm� <br />o¢oa <br />k <br />uj <br />u, <br />N <br />20.�� <br />z <br />z <br />N <br />, - o <br />J <br />LlJ <br />`" P , o <br />LAC.J <br />G <br />Q <br />o W U <br />- Y Q <br />Q F <br />��--� <br />W <br />Q <br />Z <br />¢1Z <br />Z <br />a� <br />V)z <br />J <br />m <br />Q <br />= <br />O <br />¢z <br />.--4 <br />a <br />U) <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />S5 <br />