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SEE STRUCTURAL NOTES AND <br />SEE STRUCTURAL <br />NAILING SCHEDULE FOR <br />TOENAIL W/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />NOTES AND NAILING <br />SCHEDULE FOR <br />BACKNAIL W/ (2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />�° �� <br />24 O.C. <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />,-TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2^x4° <br />O.C. (OPTIONAL - SEE <br />-BLOCKING FOR <br />a <br />OUTLOOKER <br />ELEVATIONS) <br />2x4 OUTLOOKER <br />BACKNAIL W/ (2) <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL <br />16d NAILS <br />@ 24" 0/C <br />ROWS OF <br />45• t 24" MAX• <br />. <br />TOP CORD BLOCKING 45 t <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />TOP CORD <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />FOR FIRST FOUR ROWS <br />„ <br />4 MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />BLOCKING FOR <br />EDGES OF 2x4 CRO BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CMID <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />USP RT16 OR <br />FIRST FOUR ROWS <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EQUAL @ EA. <br />OUTLOOKER <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />^ ^ <br />L BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8 FROM <br />SHEATHING TYP. <br />48" O.C. EACH JOINT W/ 3 10d <br />() <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />@ Ti O/C. <br />2x4 CROSS BRACE <br />EXTEND LEAST 90% OF <br />@ <br />WEB LENGTH & NOTCH @ <br />� USP 8" FROM RIDGE FASTENED AT <br />SPT4 @ EA. EACH JOINT W/ (2)10d & (2) <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />SILL 1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />EACH JOINT W/ (2) 10d <br />& (2)10d TOE NAILS @ <br />USP RT3A WITH 8-8d <br />FROM LEDGER TP <br />e <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />: <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />7/16" OSB SHEATHING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED W/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />10CEIdX3" @ 3" 0/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 />• AND 12" O.C. FIELD <br />(2) 16d NAILS <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />(2) i6d NAILS <br />ATTACHED W/ 10d NAILS <br />"P <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />@ 6" O.C. EDGES AND 12" <br />2x4 PANEL BLOCKING @ 48" <br />2x4 BLOCKING <br />W/ (2)16-d TOENAILS <br />2x4 ON TOP OF PANEL <br />2x4'T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />BLOCKING, FASTEN WITH <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />" <br />INSTALLED PER MANUF. <br />�� <br />2'x6 P.T. SILL <br />^ ^ <br />NOTCH L BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4'T' ON TOP OF PANEL <br />10dx3" @ 4" O/C <br />@ 48 O.C. <br />5/8" x 10"'1 BOLT @ 48" O.C. <br />WEEP SCREED <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />SP HGA10 @ 36" <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" O/C <br />O.C. <br />PLATE SPLICES W/ 3/16"1 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP <br />PLATE <br />STUD WALL <br />OIC ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" O/C MAX.) <br />VVf7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2114" <br />TRUSS) <br />USP SPT24 @ EACH STUD <br />- NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. SECTION I 0 N <br />STRAP MISSED VERTICAL <br />1 <br />2 <br />SECTION 3 <br />SECTION <br />4 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. <br />S5 <br />REFER TO SECTION <br />ON SHEET S5.1 <br />N <br />T <br />SEE STRUCTURAL — <br />FOR <br />FOR X-BRACING, AND <br />r <br />"' <br />`" <br />" <br />NOTES AND NAILING <br />USP HGAM10 W/ (4) <br />TOP CHORD <br />N <br />to <br />go <br />� <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />1/4"x1-3/4" WEDGE <br />BLOCKING <br />BOLTS & (4) SDS 1/4" <br />INFORMATION <br />1 <br />1 <br />1 •. <br />2"x4" CROSS BRACE <br />x 1 1/2" SCREWS <br />WOOD TRUSSES <br />to <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />" <br />" <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />1 1 <br />1 <br />1 <br />10d & (2)10d TOE <br />-- <br />BOTT. CHORD FOR 4 <br />-- TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />" �� �� () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ 1 ROW <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BL <br />L <br />BLOCKING @ 24" <br />KIN <br />OF STAGGERED10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C 2 <br />(D = 0.148 , L = 3)�OR EQUAL (D = 0.207 , L = 41/2) CR EQ1/AL (D = 0.207", L = 41/21 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 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 CONN. <br />(@ <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 BEARING <br />LOCATIONrD <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />- <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />i SEE TYP. WALL SECTION FOR <br />SCALE: 3/4"= Vi S5 <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE 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 K,_J_� <br />SCALE: N.T.S. S5 <br />I� <br />('-API C CAIn PDAr%IAIn_ IICTAII <br />2-x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />10dx3" O/C @J 2"x4'TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />NAILS _..._ <br />MEAN WALL HEIGHT UP TO 30'1 - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />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 />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. 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 7l16" <br />OSB SHEATHING ATTACHED <br />8d @ 6'O/C <br />WOOD TRUSSES <br />(2)16d NAILS W/ 10d NAILS @ 6" O.C. <br />E 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 />SEE PLAN FOR 1/2" SCREWS <br />CONNECTION <br />2x4'7 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />SECTIONK, 8 <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 />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />­1 1. kI 11.1 <br />GABLE END BRACING DETAIL SCALE:3/4"=T-U" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />2x4 BLOCKING W/ <br />(2)12d TOENAILS LIL <br />F <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" - X-0" <br />Y-0" - V-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2"1! 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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />EACH STUD <br />END JACK <br />11'-0" MAX. <br />a <br />o <br />✓,9 <br />°C <br />CORNER JACK <br />0 <br />Y <br />a <br />W <br />z <br />cc <br />o <br />U <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />0 <br />z <br />W <br />a_ <br />x <br />2x4 BLOCKING 2x4'BLOCKING <br />@ 48" O.C. T" 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.C— <br />TYPICAL <br />GABLE TRUSS WEB --I <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING DIAPHRAGM" <br />O/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"1 "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. S5 <br />20'1 MAX 20'-0^ MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOIiiiii CHORD BRACING 2X4 MIN. <br />Lg <br />�I■ <br />'NII <br />AI�I�I���INI <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 />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'1 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 />W/ DROP CEILING BRACING DETAIL <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 />N <br />C <br />u <br />C:M <br />•� 0 <br />� <br />vi C <br />O <br />It <br />M <br />0r,0000 <br />rn <br />O <br />.. <br />O <br />Ln <br />aM00 <br />M MvU <br />41D M <br />W.Y.0) <br />!� W— <br />.0 <br />L M 0 <br />0 9 N, o <br />U <br />a 0.00 <br />co < <br />It t <br />rn -� <br />0 <br />A 0 <br />N�C •B •D•C <br />\��`��_ � jjaEt <br />fw � _ oo <br />W-i•e C� C <br />I <br />C"r 0 - lJL <br />• i5 0 <br />`ter m ^ CD <br />p W 0J� �e O <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />� <br />O <br />N <br />Qj <br />Z co <br />0 O <br />to <br />O <br />0 � �M <br />Q �L <br />Cl- <br />a�0 <br />MLL^ <br />3 �N <br />L <br />Z 0 <br />W <br />J CD <br />Ln0) <br />LLn U <br />a <br />Z <br />W <br />WMz <br />J <br />mz <br />M <br />cu'r.� _Roo <br />9Z8a0 <br />a� <br />zr <br />V-4 <br />_ Zza~az <br />O <br />'2 W CJ <br />M <br />S 8 rn <br />0 S w N <br />V-4 <br />O <br />W© <br />a=z <br />� � <br />T-4 <br />2:I'O <br />r,j <br />0 <br />;i <br />_ <br />n <br />Z <br />03 <br />ZYVC' <br />^^ <br />O <br />1..1. <br />V Ova <br />Lzn co <br />LU <br />C) <br />ZOLLZQ <br />2: <br />~O$ <br />LL <br />Paz <br />O <br />LL <br />z <br />LIJ <br />v • <br />Z <br />z <br />O <br />g <br />SCALE <br />AS NOTED <br />PLOT DATE : 07 / 08 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0958-0961 <br />SHEET NO. <br />S5 <br />-- - <br />11 <br />