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USP HGAM10 W/ (4) <br />1/4"x1-314" WEDGE <br />BOLTS & (4) SIDS 114 <br />x 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 S BRACE <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 BACKNAIL W/ (2)16d NAILS <br />2 24' OUCLOOKER NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />@ SHEATHING DETAIL 2"x4" <br />EA. OUTLOOKER <br />OUTLOOKER <br />@ 24" O.C. <br />45' ± <br />24" MAX. <br />TOP CORD BLOCKINGHGYPSUM <br />45'± <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. C M I D <br />• <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />' <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2x8 SYP#2 "L" BRACE TO <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />EXTEND @ LEAST 90% 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 />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 />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />INTO 2"x6" 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 />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />�h <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH 1" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />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. <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 EA TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />@ O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED � TAPCONS. SECTION 2 <br />STRAP MISSED VERTICAL SECTION <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. SS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />r <br />r <br />SEE STRUCTURAL— <br />X-BRACING, AND TOP <br />r <br />co <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />00 <br />°° <br />SHEATHING DETAIL <br />1 12 <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />bo <br />00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2X4 RAT RUN BRACING <br />1 1 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />2 <br />1 <br />1 2 <br />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 <br />TRUSS SPANSIct <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />2X4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ 1 ROW <br />() <br />(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 />2X4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />0/C W/ 2 -16d <br />(D = 0.148", L = 3" OR EQUAL <br />) <br />(D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") 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 5112" LAG SCREWS OR EQUAL <br />W/ (2)16-d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN <br />(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 <br />(SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. �a 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"=r-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. -- <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />,ROSS BRACING <br />SEE 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 />I— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />VVlx 1. W"L l Nil 41,1 <br />GABLE END BRACING DETAIL <br />RUN <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />@ 24 O/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. <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 <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 />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 />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 />SCHEDULEFOR <br />SHEATHING DETAIL 2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL — <br />NOTES D N I ING <br />TOP CORD BLOCKING <br />O <br />USP RT16 OR EQUAL @ <br />AN A L <br />FOR FIRST FOUR ROWS <br />EA. OUTLOOKER <br />SCHEDULE FOR <br />OFTRUSSES @EDGESSHEATHING <br />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 />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 />() <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />112" 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 />BOTTOM ATTACHED <br />(2) 16d NAILS <br />2x4 PANEL BLOCKING @ 48" <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 3 <br />SCALE: N.T.S. S5 <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS @ 24" O/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. <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 />OSB SHEATHING ATTACHED <br />8d @ 6"O/C <br />WOOD TRUSSES <br />(2) 16d NAILS W/ 10d NAILS @ 6" O.C. <br />ED ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1� r— <br />SEE PLAN FOR 1/2" SCREWS <br />LM <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL) <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ __ .e <br />10dx3" @ 4" O/C (2) 12d TOENAILS _ . <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 />@ EACH STUD <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 />HIP FRAMING REFERENCE PLAN <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 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 <br />SINGLE "L" BRACING DETAIL(T <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 r7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />d <br />---- <br />— <br />— <br />— <br />S <br />0 <br />O <br />� <br />O <br />O <br />r <br />X <br />� <br />O <br />Iz o <br />w <br />m o <br />Q <br />o <br />T <br />Q <br />o <br />o <br />0 <br />v <br />Cr <br />d— <br />LU <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 />LTOP & 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 />UI!P <br />M <br />0 <br />�C <br />O <br />J <br />a. <br />Z <br />Q) — <br />4--J w <br />C) <br />'U — <br />0 L <br />o <br />.20 <br />m � <br />U <br />l.l.J <br />f — E <br />a)M <br />C� (0 Cl) <br />2 -O - <br />IN — U <br />O O O <br />Ua <br />00 <br />00 <br />Nao <br />Y <br />< rn <br />O V <br />rn Q o <br />A <br />B <br />' <br />D® <br />N C B D C <br />/77 <br />417 <br />v <br />a"� t' <br />4'> SE <br />�+C o r <br />S• _ <br />z <br />co <br />a°?•�,� <br />C N ....•• <br />0 <br />a FESS <br />W w <br />p v 1I€1I <br />U <br />El El <br />To the best of the Engineer's knowledge, information, 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 />O <br />Z cV <br />0 (D t� <br />�O <br />i>i <br />M <br />Q im -M Ln <br />a (n .2 11- <br />V) <br />O <br />I-- N LL Ln� ^ <br />� U Q ''' <br />z?� EOC) <br />W <br />J O <br />d- <br />oZ <br />w U- O <br />LUZ�4� <br />013 z <br />UI-�N0O <br />Oz}OaU <br />z>- Q U x Q <br />=�?wz <br />�zpaw <br />g U <br />04,=��0 <br />Ux2SUj <br />uj <br />J <br />N <br />Ln <br />fV <br />In <br />T <br />fl. <br />J <br />Wes° <br />n/ <br />I..V <br />`J <br />a Z U O <br />w0oo� <br />p <br />.N <br />Q�zmo <br />•> <br />7 <br />L <br />z <br />O <br />Oz��Oz <br />ago=Z <br />w <br />QQ-iQ°� <br />mot- Waco <br />J <br />N <br />go°�Z- <br />cn <br />O <br />w <br />�aQoo <br />. <br />,l.o <br />LnN <br />ax�z <br />z <br />0 <br />qr <br />r-1 <br />-j O <br />a a Y w <br />c) <br />LL <br />Q ~ g <br />LL <br />z <br />> <br />O <br />15z <br />J <br />C. <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />imo <br />JOB NO: 17-5178 <br />SHEET NO. <br />S5 <br />-- <br />T- —t u, i7ir ii i k;,Uj1A urat�A III . i -, i I I I I I I I —T—i I Dili I L <br />