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SP HGAM10 W/ (4 <br />4"xl-3/4" WEDGE <br />OLTS & (4) SDS 1/ <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 CROaB <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 NAILSZ SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />2"x4" OUTLOOKER NAILING SCHEDULE FOR <br />@ 24" O.C. SHEATHING DETAIL USP RT16 OR EQUAL @ <br />EA. OUTLOOKER 2"x4" <br />OUTLOOKER <br />45° t <br />24" MAX. <br />TOP CORD BLOCKINGAK45°t <br />2X4 CONTL" BRACE <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />. MID <br />0/C. CMID <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />HEIGHT <br />H <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2x8 SYP#2 "L" BRACE TO <br />EXTEND @ LEAST 90% OF <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <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 />RD <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 />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />AWN <br />imm <br />INTO 74" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4'T' ON TOP OF PANEL BLOCKING, <br />71 <br />USP HTA2 EA TRUSS <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"X6" P.T. SILL NOTCH "L" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED <br />5/8 " x 10 n �, n �� 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" PLATE WASHER <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER <br />0 @ 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 21/4" <br />NOTE: IF EMBEDDED TAPCONS. <br />STRAP MISSED VERTICAL SECTION 1 SECTION 2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. $5 <br />REFER TO DETAIL J <br />f <br />SEE STRUCTURAL— <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />CO <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />;0;o <br />SCHEDULE FOR <br />INFORMATION <br />SHEATHING DETAIL <br />1 12 <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />00 00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 - l6d <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 (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST ROWS OF <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSEE S FROM EA. <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 />0/C W/ 2 -16d <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 51/2" 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 CON N. @ 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 SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />11NIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2)16d PER <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 />12 <br />6.9 MAX. <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />TOENAIL- <br />W/ (2)16d <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />1 GABLE TRUSS <br />5s <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />SCALE: N.T.S. <br />I J1 •II J° "ll... ° JI- II ° `.1I .° L., II .II• J <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <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 <br />BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL — <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />• OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />V <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />USP <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 />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 />(2)16d NAILS <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />2X4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2)16-d TOENAILS 10dx3" @ 4" O/C <br />2X4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. S5 <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />8d @ 6"O/C <br />16d NAILS @ 24 O/C <br />TOP CORD <br />WOOD TRUSSES <br />BLOCKING FOR <br />USP RT16 OR le <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. <br />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 <br />SAND 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 />SEE PLAN FOR <br />1/2" SCREWS <br />CONNECTION <br />2x4'7 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) <br />16d NAILS <br />L2x4OUTLOOKER <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" 0/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 />\- <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. nrl NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) E <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 />010" - 3'-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 />0Lt <br />a <br />O4- <br />Y CORNER JACK <br />Q <br />W <br />z <br />cr <br />0 <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />W <br />(L_ <br />20'-0" MAX <br />"X" BRACE SEE DIET. J/S5 <br />2x4 BLOCKING 2x4 7' 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 1" 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" O.C� <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/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 HI 91 SCALE: N.T.S. S5 <br />0 -0MAX <br />CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />�IIIs <br />IIBI <br />qM1 <br />UA <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 />COSMETIC 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 />C9 LO <br />Z M <br />— o <br />Z <br />Z <br />Q <br />Lk <br />a <br />Z <br />Q) <br />cn <br />4-J w <br />0 <br />w <br />0 — <br />= <br />E <br />:� <br />o 0 <br />U <br />w <br />8 — <br />W ~ <br />dM <br />C N <br />LO C MM <br />000 <br />_ <br />U g <br />U.00 <br />0 <br />�Y� <br />2 <br />� Y <br />Qrn <br />O a <br />rnQo <br />A ' <br />B D® <br />N C B D C <br />o ... — <br />0 v •d to <br />o SE(hit <br />ft.4%2 <br />cj � <br />9* 11 <br />` <br />,IN <br />j w <br />C, <br />ii <br />•> _"' <br />m <br />z <br />04 <br />�•9 N <br />ca " F <br />..• <br />E S S\ <br />¢� <br />/�/lltt11my <br />❑ <br />To the best of the Engineer's knowledge, information, and <br />beliefI 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 />11 <br />O <br />N <br />Z <br />O15 <br />US <br />M <br />IN <br />M L <br />Q (U Ln <br />CL <br />�3-Q`"� <br />Q O <br />zM <br />J C) <br />Wko <br />�Z <br />za <br />f� <br />W Q '0 <br />��Wu <br />w �Z <br />oXW <br />U <br />SF�® <br />L <br />�- <br />�\ <br />V / <br />' /'1 <br />z z <br />V <br />a p <br />S Z <br />r <br />VJ <br />Q <br />Z <br />� <br />M <br />w <br />�3 <br />� <br />1 <br />C: <br />O <br />U <br />= <br />fo <br />0 <br />Z <br />qaw <br />' <br />MP <br />2x: 8 <br />Q <br />Ir <br />w <br />" . 8 <br />I .L_ <br />z U4 -1 <br />LU <br />VI <br />u- <br />Z <br />1� <br />%% <br />� <br />a" S <br />J LU <br />rl <br />W <br />Z <br />LLJ <br />L <br />Zg <br />Q o <br />Zu <br />Q <br />M <br />Ln <br />Z <br />=0 <br />g <br />= <br />0- <br />U0 <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 10 <br />SHEET NO. <br />S5 <br />