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SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d <br />NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND W/ (2) 16d NAILS <br />SHEATHING DETAIL 2"x4" OUTLOOKER <br />7 <br />. 7CKNAIL <br />NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ <br />TOPCHORD @ 24" O.C, <br />SHEATHING DETAIL EA.OUTLOOKER 21'x4" <br />BLOCKING FOR 4 <br />77 <br />7 TLOOKER <br />FIRST FOUR <br />x <br />ROWSOF 45* <br />24" MAX. <br />i\-USP <br />TOP CORD BLOCKING ---- 45'± x 2X4 CONT"L" BRACE <br />45'± <br />TRUSSES @ <br />RT16 OR <br />FOR FIRST FOUR FASTENED W/ (2) 1 Od <br />EDGES OF 2x4 CR08S BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ 3"@ 24" O/C. CMID <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF HEIGHT <br />TYPICAL@ RIDGEFASTENEDAT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 I KER 2x8 SYP#2 "L" BRACE TO <br />X4 K KERN <br />48" O.C. EACHJOINTW/(3) 10d <br />@ _O�F <br />@ 8" 0' /C. EXTEND @ LEAST 90% OF <br />8 O/C <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE WEB LENGTH & NOTCH @ <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM BOTTOM CHORD (SEE <br />2x6 P.T. <br />GAB E TRUSS <br />RIDGE FASTENED AT TABLE) <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACHJOINTW/(2) 10d USP RT3A WITH 8-8d <br />7/16" OSB SHEATHING <br />& (2)1 Od TOE NAILS @ FROM LEDGER TP <br />ATTACHED W1 10d <br />EA. END BLOCKING <br />Z_� <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR <br />1 0dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING <br />7 <br />THROUGH CHORD <br />CORD ATTACHED W1 (2) 16-d TOENAILS ATTACHED W/ 10d NAILS <br />INTO 2"x6" P.T. PLATE <br />v <br />2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" <br />2x4 'IT" ON TOP OF PANEL BLOCKI`NG <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) 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 NOTCH 1" 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 />USP 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" O/C MAX.) <br />W/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3116"x 2 1/4" <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL SECTION <br />TAPCONS. <br />SECTION <br />Ll� <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. � <br />�5 <br />SCALE: N.T.S. � �5 <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />Q C-4 <br />X-BRACING, AND TOP <br />CO x <br />USP HGAM 10 W/ (4) <br />CHORD BLOCKING <br />00 00 <br />1/4"x1-3/4" WEDGE <br />INFORMATION <br />-111. <br />BOLTS & (4) SDS 1/4" <br />x 1 1/2" SCREWS <br />-TWOODTRUSSES <br />2 <br />co <br />00 ;o <br />/,,,,-2x4 RAT RUN BRACING <br />AT 24" O.C. ON TOP OF <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />_7 <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 W/ (2) ROWS OF <br />IN 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />(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 <br />O/C W/ 2 - 16d <br />TOENAILS @ EA. END <br />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 <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 />65 <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 BEARNG <br />LOCATION �D <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />( <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 1 Od PER JOINT <br />IINIMUM 2x <br />;ROSS BRACING -�7x <br />3EE PLAN FOR r— <br />OCATIONS) 1 Odx3" O/C <br />TOENAIL 6" OIC <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />IIvAII Ult%l CZ9=F= KAMIZ, <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />­1 1 . ­1 All 1� <br />Zx4`�� <br />RUNNE <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: NT.-S. <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEE STRUCTURAL - <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 W1 (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 />SEESTRUCTURAL <br />IG <br />NOTES AND NAILING <br />BACKNAI L W/ (2) 16d NAILS <br />SCHEDULE FOR <br />L <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL — <br />TOP CORD BLOCkING <br />)CKING <br />tROWS <br />FOR FIRST FOUR <br />24" MAX. EA.OUTLOOKER <br />VDOUBLE <br />SCHEDULEFOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPI AL <br />TYPIC <br />Z <br />L TOP PLATE <br />2"x4" CROSS BRACE <br />V <br />2x4 CROSS BRACE APPROX. <br />C <br />APPROX. 8" FROM <br />U USP <br />SP <br />8" . FROM RIDGE FASTENED AT <br />FR� <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />EACH JOINT W/ (2) 1 Od & (2) <br />EACH JOINT W1 (2) <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />FRAMED WALL - SEE <br />-Z <br />NAILS @ EA. END <br />/2X6 <br />LL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />_OSB <br />@ 48" 01C FOR THE <br />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 />�11_(2)16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING 2x4 BLOCKING VVI ke-) lQ-U I UMINIAIL0 <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END -\:2x4 'IT" ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2) 16-d TOENAILS 1 Odx3" @ 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 (2) 2x4 OUTILOOKER <br />F16d <br />NAILS @ 24" O/C <br />TOP CORD <br />_F 77BLOCKING FOR <br />USP RT1 � 6R <br />x FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. EDGESOF <br />. SHEATHING TYP. <br />/_"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />TRUSS <br />/�GABLE <br />1/2" CDX PLYWOOD OR 7/16" <br />�Tn_qR 4qwi=ATwwr., ATTArI.4m <br />8d @ 6"O/C <br />WOOD TRUSSES <br />(2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. <br />ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xII-3/4" - <br />JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 <br />EE PLAN FOR 1/2" SCREWS <br />_�__SONNECTION <br />2x4 'IT" ON TOP OF PANEL--J <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ f-77 <br />1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION (-q--� -4- <br />SCALE: N.T.S. �, �5 <br />` MINIMUM (2)16d PER JOINT \-MINIMLIM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />1" BRACE W/ 1 Od @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />- 1-11--­ ­ . ­_ , . � , . . .1 <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />F F@ 24" O/C <br />In 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 ( EE TABLE) <br />//�BL RUSS <br />112" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />t ATTACHED W/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2) 16d NAILS <br />�,--2X4 'IT" ON TOP OF PANEL <br />I �Ni BLOCKING, FASTEN WITH <br />t`�,3 1 Odx3" @ 4" OIC <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP STUD WALL <br />PLATE (SEE TYP SEC) <br />2X4 BLOCKING-,,,,,, ­2X47" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED <br />4� <br />L <br />)I <br />1 Od NAILS 4' <br />O.C. TYPICAAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAIL <br />SCALE: N.T.S. S5 <br />2x4 'IT" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W1 10d NAILS @ 4" O.�__\"� <br />TYPICAL 7TJ— <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAILr6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" OIC .,-GABLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />SECTION r4 16d PER SIDE <br />SCALE: N.T.S. SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. <br />2 x 4 BLOCKING W/(2) 1 Od <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />\-BRACING W/(3) 1 Od x 3" @ <br />EACH CONN. @ 24" O/C <br />_11,""\,�_BOND BEAM <br />-MASONRYWALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. (cD NON - LOAD <br />BEARING LOCATIOR (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <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"4" (U.N.O.) <br />1" BRACE <br />2411 <br />0'0" - 31-0" <br />3-41- 6-011 <br />6-10" & 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) 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 />1 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />d <br />UJI <br />. / <br />- <br />. <br />- <br />. <br />- <br />d <br />LU <br />9 <br />9 <br />9 <br />z <br />W <br />M <br />< 9 <br />9 <br />9 <br />;T <br />d <br />W <br />9 <br />d- <br />W <br />. <br />. <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) 'IT" 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 />�7 <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 />LO <br />co <br />V) (D <br />(3) U—) <br />n <br />U <br />0 LU <br />V) r`W1 <br />'Re <br />E <br />0 <br />::) <br />wo <br />V) <br />.20 <br />0 <br />Uj <br />CD CO <br />0) ce) <br />co <br />o CN <br />-r Qj <br />0 <br />= LL 00 <br />-00 <br />:3 <br />< 0 <br />0 <br />0. <br />< 6 <br />13 <br />DD <br />C B D C <br />8 <br />0 <br />zLj-. <br />-4, -J <br />LU <br />z <br />z L <br />0 <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 />C) <br />z <br />0 <br />c) <br />> V) <br />F__f <br />CY) <br />M Ln <br />Ln <br />U_ <br />z <br />CL e-s <br />ro <br />fa <br />0� U 0�. 00 <br />< . <br />Z3: <br />z <br />LU C:) <br />W <br />_j C:) <br />1.0 <br />z <br />0 <br />ED U_ <br />LU Z V) <br />L L, C Q � Iz- aw <br />F- X LVL)' 0 <br />P >- zo <br />z >- z< d <br />'MC: <br />F- Z Z Z <br />Z, <br />(D z <br />LU _3 <br />U=, 3:8 . <br />0 4 0 od 0 <br />U=O t ED C14 <br />0 z (9) <br />LU z <br />UJI <br />Ln <br />< <br />CL <br />F— <br />0;� <br />LLI jr <br />11_� <br />0<� < lue 08 <br />LU 0 T <br />0 <br />C:) <br />U LL, v) CWO 2 <br />'0 <br />Z <br />C:) <br />LU <br />z :Cy �Z_ ;i <br />Z <br />t <br />LU LU 21 S) 2 <br />�j < 0 P <br />> <br />W <br />,0 <br />6 -: �, � <br />2 2 L>Lj g 8 --j <br />C:) <br />- Ou-zO< <br />-Lnue 0 <br /><,!;E 0 <br />Lr) <br />CY 2: LL 0 <br />Ln X z <br />z <br />0 <br />< <br />_j 00� <br />_j iL LU <br />Uj <br />< " x <br />C:) <br />LL <br />< <br />z <br />LU <br />> <br />z <br />0 <br />SCALE AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />100 <br />JOB NO: 16-6652 <br />SHEET NO. <br />S5 <br />