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SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKERZ <br />NAILING SCHEDULE FOR <br />USP RT1 6 OR EQUAL @ <br />TOPCHORD <br />@ 24" O.C. <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4" <br />BLOCKING FOR �— <br />!�,� <br />x -- <br />x ".1 <br />� <br />OUTLOOKER <br />FIRST FOUR <br />7"M 7 <br />; <br />ROWSOF <br />45' <br />f2 4 A X. <br />TOP CORD BLOCKING <br />45'± <br />45'± <br />//,t7!f <br />_9 X4 <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />USP RT1 6 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2) 1 Od <br />EDGES OF 2x4 CROSS BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />TYPICAL @ RIDGE FASTENED AT <br />1" BRACE TO EXTEND <br />SHEATHING TYP. <br />X4K KERN <br />2X4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />48" O.C. EACHJOINTW/(3) 10d <br />@ _O�F <br />@ 8'-0" O/C. <br />8 O/C <br />EXTEND @ LEAST 90% OF <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />I r_1A E TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL <br />1/2" CDX PLYWOO DOR <br />EACH JOINT W/(2) 10d <br />USP RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />F, <br />& (2)1 Od TOE NAILS @ <br />/ <br />9\- <br />FROM LEDGER TP <br />ATTACHED W1 10d <br />/* i <br />EA. END <br />BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABL 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 />1 OdX3" @ 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 <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />x <br />@ 6" O.C. EDGES AND 12" <br />2X4 "T" ON TOP OF PANEL BLOCKING <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"X6" P.T. SILL ------------- <br />NOTCH "L" 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 />T- I <br />USP HTA20 OR EQ. @ 6-131" 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 />USP HGAM 10 W1 (4) <br />1/4"x1-3/4" WEDGE <br />BOLTS & (4) SDS 114 <br />x 1 1/2" SCREWS <br />. <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) W/7-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />NOTE: IF EMBEDDED TAPCONS. <br />STRAP MISSED VERTICAL <br />SECTION SECTION <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />� �5 SCALE: N.T.S. <br />REFER TO DETAIL J <br />C-N C-4 <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP x <br />CHORD BLOCKING <br />00 <br />INFORMATION <br />-111,2 21 <br />WOOD TRUSSES 00 4­ <br />00 <br />2X4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF 12" <br />BOTT. CHORD FOR 4 lip <br />TRUSSSPANS <br />ATTACHED W/ 2 - 16d <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 W1 (2) ROWS OF <br />OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />2X4 BLOCKING @ 24' (D = 0.148', L = 3") OR EQUAL (D = 0.207", L 4 112") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />O/C W/ 2 - 16d <br />TOENAILS @ EA. END NOTES: <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 />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. (�b 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARIffG LOCATION �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-10" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� <br />ADDITIONAL INFORMATION. <br />2"X4" OUTLOOKER @ 24" <br />O.C. W1 (2) 10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING -�77 <br />3EE PLAN FOR xr <br />OCATIONS) j 1 Odx3" O/C <br />TOENAIL 6" O/C <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />21' <br />4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />2"x4"--'�I/ <br />RUNNE <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.K <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 />SEESTRUCTURAL- <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"X4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />2X4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />W/ (2) 16-d TOENAILS <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SEE <br />STRUCTURAL <br />NOTES <br />IG <br />AND NAILING BACKNAIL W1 (2) 16d NAILS <br />SCHEDULE <br />FOR <br />SHEATHING <br />L <br />DETAIL 2x4 OUTILOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />1-1 <br />TOP CORD BLOCkING USP RT1 6 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS EA, OUTILOOKER <br />SCHEDULEFOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL BLE TOP PLATE <br />2"x4" CROSS BRACE <br />CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />USP 8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />SPT4 @ EA. EACH JOINT W/ (2) 1 Od & (2) <br />EACH JOINT W/ (2) <br />STUD 10d TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />LL 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 />W1 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />I NI <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />2X4 PANEL BLOCKING 0 4 8"A 2X4 BLOCKING <br />W/ (2) 16-d TOENAILS <br />O.C� FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END -V -V2x4 "T" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2) 16-d TOENAILS I 0dx3" @ 4" O/C <br />2X4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION <br />SCALE: N.T.S. <br />BACKNAIL W1 <br />16d NAILS <br />2x4 OUTLOOKER <br />(2) <br />@ 24" O/C <br />TOP CORD <br />8d @ 6"O/C <br />WOOD TRUSSES <br />BLOCKING FOR <br />I <br />x <br />U SP RT1 6 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />EDGES OF <br />SHEATHING TYP. <br />BRACE TO EXTEND <br />vL" <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />16d NAILS <br />OSB SHEATHING ATTACHED <br />(2) <br />� <br />W/ 1 Od NAILS @ 6" O.C. <br />ES AND 12" O.C. FIELD <br />USP HGAM 10 WI(4)-3116"xl -3/4" - <br />JACK TRUSS <br />//-SEE PLAN FOR <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1/2" SCREWS <br />2X4 "T" ON TOP OF PANEL---' ULI� <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ <br />1 0dx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION r9 <br />SCALE: N.T.S. <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 />1" BRACE W/ I Old @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0" <br />MEAN WALL HEIGHT UP TO W-101" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />CONNECTION <br />2x4 OUTLOOKER <br />BACKNAIL W/ (2) <br />@ 24" O/C <br />f- <br />-17 BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <br />-xz <br />EQUAL @ EA, <br />OF TRUSSES @ <br />OUTILOOKER <br />24" MAX. EDGESOF <br />SHEATHING TYP. <br />1" BRACE TO EXTEND <br />/r-AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR <br />7116" OSB SHEATHING <br />ATTACHED W/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />NAI <br />I 1-2X4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />USP HGA10 @ 36" <br />7 <br />O.C. <br />DBL. TOP <br />STUD WALL <br />PLATE <br />(SEE TYP. SEC.) <br />USP SPT24 @ EACH <br />STUD <br />SECTION <br />r4 <br />SCALE: N.T.S. <br />-, �5 <br />2 x 4 BLOCKING W/(2) 1 Od <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />\-BRACING W/(3) 10d x 3" @ <br />- \\\ EACH CONN. @ 24" O/C <br />- b;, <br />_MOISTURE BARRIER <br />\-BOND BEAM <br />-MASONRYWALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON - LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S 5 <br />ADDITIONAL INFORMATION. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"X4" (U.N.O.) <br />1" BRACE <br />2"x6" (U.N.O.) <br />1" BRACE <br />24" <br />0-101" - T-0" <br />T-0" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"W" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" 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 />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />W <br />9= <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />2x4 BLOCKING --2x4"T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED <br />10d NAILS 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL r5 <br />SCALE: N.T.S. ��S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED ---16d NAIL <br />W1 10d NAILS @ 4" 0. <br />TYPICAL <br />4 <br />AL <br />GABLE TRUSS WEB ` <br />SINGLE "L" BRACING DETAIL <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" OIC <br />75FZET <br />-.-GABLE TRUSS <br />:tttl TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE /"'-7 <br />AS PER HIB 91 SCALE: N.T.S. <br />20'-0" MAX <br />CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />LU <br />d <br />Uj <br />C> <br />9 <br />9 <br />z b <br />W <br />C <br />< 9 <br />9 <br />9 <br />b <br />CD <br />1— <br />LU <br />NOTE: <br />1) SEE TRUSS MANUFACTURIER'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 />(D LO <br />7, CD <br />(D <br />10 <br />z <br />V) <br />Q) <br />V-) <br />4--j Lu <br />0 <br />U — <br />LU <br />D 0 <br />-'V) <br />V) <br />16 E <br />0 <br />V) <br />(0 M <br />C) <br />[-- <br />MC14 <br />a) <br />U-j <br />l­­ E <br />Cl) <br />0) co <br />r- ca co <br />�m -0 co <br />- 04 <br />'r <br />8 <br />0 <br />0 <br />4) <br />CLI 0 <br />15 00 <br />0 jz�, <br />05 0.8 <br />-1.e <br />< 0 <br />0 W <br />< 0 <br />�B <br />N C BD C <br />C <br />-a. A <br />�2 C', > <br />N <br />PlYFA. <br />(0 U*� <br />C', <br />r�o <br />z Ja % <br />0 <br />LU <br />:'IN'ALL, <br />W Ul" <br />LU V -0 <br />rq toy-% 0 1- C"�� <br />to) <br />LL < NI <br />< <br />M '­ -, <br />% <br />To the best of the En -nd <br />, q A <br />gine,�� milogg d <br />belief, the structural plans and sp�eZW&i 66ntainp <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 />C� <br />z r-j <br />0 cu N <br />4.j C:) <br />c) <br />z <br />> c) <br />M Ln <br />:9 v- <br />�5 <br />< U- <br />CL <br />z <br />� fy) <br />>, fo T-q <br />Ce U (a. 00 <br />< <br />E <br />z <br />z <br />Uj C) <br />LU <br />—j C) <br />ID <br />T4- <br />0 <br />Zo <br />au, U,-, <br />UJ Z <br />U, z <br />�2: 0 0 <br />zo >z Z. <br />>- < <br />-U, zz <br />z <br /><4 U.1 pi -LU, <br />2v S 80 <br />8 0 <br />all <br />C:) <br />0 U3 <br />0 Z <br />z <br />M <br />02 UJI <br />C) <br />T--1 <br />N <br />Ln <br />r14 <br />C**4 <br />Ln <br />cl� <br />z U 0 <br />0 <br />< <br />e-s <br />< <br />Uj 0 <br />LLJ ce <br />U 0 <br />r 6 zn 1.0, - <br />-0 <br />Z <br />0 =C', 2w: g 1z <br />z <br />=01 <br />z <br />Uj <br />LU L, 0z 0 <br />0 < U <br />�<- LU <br />0 LU X F- '71 <br />2 0, > <br />LU 0 u- Z < <br />< <, �,- 20: On <br />=3 < <br />=D � <br />2 gx: LL z <br />>1 z < <br />0 <br />C) <br />rh <br />.2 �2 LU <br />< 0. <br />c) <br />cy) <br />z <br />LU <br />0 <br />z <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1525 <br />JOB NO: 16-6651 <br />SHEET NO. <br />S5 <br />