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SEE STRUCTURAL <br />-SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />TOENAIL W/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND7KNAIL W/ (2)16d NAILS <br />NOTES AND NAILING BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <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 EA. OUTLOOKER <br />2"x4" <br />FO.C. (OPTIONAL - SEE <br />2x4 OUTLOOKER <br />BLOCKING FOR <br />OUTLOOKER <br />24- <br />@ 24" O.C. <br />ELEVATIONS) <br />SEE STRUCTURAL <br />BACKNAIL W/ (2) <br />16d NAILS @ 24" 0/C <br />FIRST FOUR <br />ROWS OF <br />45° t <br />24" MAX. <br />TOP CORD BLOCKING <br />45°f <br />2X4 C@ 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 />SHEATHING DETAIL <br />USP RT16 OR <br />BLOCKING FOR <br />- FIRST FOUR ROWS <br />EDGES 2x4 BRACE <br />EQUAL @ EA. <br />ROWS TRUSSES @ <br />3"@ 24" 0/C. CMID <br />HEIGHT <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />EQUAL @ EA. <br />OF TRUSSES @ <br />IN <br />SHEATHING APPROX. 8" FROM <br />RO <br />TYPICAL RIDGE FASTENED AT <br />@ <br />OUTLOOKER <br />"L" <br />EDGES OF <br />O <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 CROSS BRACE APPROX. <br />2"x4" CROSS BRACE <br />APPROX. 8 FROM <br />OUTLOOKER <br />24" MAX. <br />EDGES OF <br />SHEATHING TYP. <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. <br />BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />@ 8'-0" O/C. <br />EXTEND @LEAST 90% OF <br />WEB LENGTH & NOTCH @ <br />USP <br />SPT4 @ EA. <br />8"FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2)10d & (2) <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />& (2)10d TOE NAILS @ <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />�� <br />APPROX. 8 FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS EA. END <br />@ <br />EACH JOINT W/ (2) <br />10d & (2)10d TOE <br />; <br />AT LEAST 90% OF WEB <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL -SEE <br />NAILS @ EA. END <br />LENGTH SEE TABLE <br />( ) <br />GA <br />GABLE TRUSS <br />• <br />' <br />SILL <br />�� <br />1/2 CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />& (2)10d TOE NAILS @ <br />USP RT3A WITH 8-8d <br />FROM LEDGER TP <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d <br />EA. END <br />W. <br />BLOCKING <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 />AND <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS O.C. EDGES <br />TRUSSES FROM EA. <br />O. 6. O.C. EDGES AND 12- <br />O.C. FIELD <br />@ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7 <br />7/16" OSB SHEATHING <br />16" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2) 16d NAILS <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />W/ (2)16-d TOENAILS <br />2x4 7' ON TOP OF PANEL <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 />BLOCKING, FASTEN WITH <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />� <br />O.C. FIELD <br />O.C. FOR THE FIRST (4) ROWS <br />10dx3" @ 4" O/C <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />@ 48" O.C. <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />USP HGA10 @ 36" <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 />5/8 x 10 J BOLT @ 32 O.C. MINIMUM 6 FROM <br />" " 11 " <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 />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />TRUSS) <br />USP SPT24 @EACH STUD <br />NOTE: IF EMBEDDED <br />TAPCONS. <br />SECTION <br />STRAP MISSED VERTICAL <br />SECTION <br />2 <br />SECTION 3 <br />SECTION <br />4 <br />WEB; USE <br />MSTAM36 ON OUTSIDE <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. SS <br />SCALE: N.T.S. <br />S5 <br />REFER TO SECTION BACKNAIL W/ (2) 2x4 OUTLOOKER <br />,. 1A ON SHEET S5.1 � r SEE STRUCTURAL 16d NAILS @ 24 0/C <br />FOR X-BRACING, AND NOTES AND NAILING TOP CORD <br />N SCHEDULE FOR BLOCKING FOR <br />USP HGAM10 W/ (4) TOP CHORD _ $o ao SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS <br />`IA"xl-3/4" WEDGE BLOCKING EQUAL @ EA. OF TRUSSES @ <br />BOLTS & (4) SDS 1/4" INFORMATION 1%1 1 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF <br />x 1 1/2" SCREWS WOOD TRUSSES �o 00 APPROX. 8"FROM SHEATHING TYP. <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING 1 1 " t2' EACH JOINT W/ (2) AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS <br />-- - TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" <br />ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING <br />@ 48" O/C FOR THE (2)16d NAILS OSB <br />AT EA. TRUSS JOINT (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 W/ 1 SHEATHING ATTACHED <br />FIRST (4) ROWS OF � W/ 10d NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS EDGES AND 12" O.C. FIELD <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2-1 OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. <br />O/C W/ 2 -16d END TYP. TOP & JACK TRUSS <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS ,CONNECTION <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 2x4 -T" ON TOP OF PANEL \ <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING WV' <br />-11 <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS <br />EXT. WALL CONN. q@COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SECTION g �— <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />1INIMUM 2x <br />;ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />(2)16d PER <br />JOINT <br />.,.,,. , ,.......... .... ....,., ...,..., .,.., ..,..... 7x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />10dx3" O/C @� 2"x4 <br />TOENAIL 6" O/C RUN <br />W/ (2)16d TYPICAL <br />NAILS .� <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.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 />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <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 />­ I—. <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 />8d @ 6"O/C <br />WOOD TRUSSES <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />1/2" SCREWS <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 LOCATION (UNEVEN CLG.) rE <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 />0'0" - 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" 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 />a <br />x <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 "L" BRACING DETAIL 5 <br />SCALE: N.T.S. (�SS) <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 6 <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 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20 -0 MAX 20 -0 MAX <br />"X" BRACE SEE DET. J/S5, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />w <br />---- <br />w <br />0 <br />c? <br />4 <br />v <br />W ZD <br />ul 't <br />o <br />o <br />0 <br />w <br />CD <br />o <br />Q <br />O <br />Q <br />o <br />w <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 />N <br />.N <br />O <br />� <br />u <br />C <br />v <br />0 <br />vi C It <br />O <br />tU <br />Mo <br />o <br />ON <br />oN00 <br />N N .•. <br />0 <br />vNi <br />a"0 0 <br />m M : o <br />�c O <br />;iF0m <br />co <br />O M Y <br />N <br />U <br />r 0-0 0) <br />CO <br />' <br />0 <br />r` <br />rn � <br />6 <br />N C BrD C <br />fzl/zo�' r' <br />�� G • -' <br />o Iq. 56 <br />is <br />r� R 194 <br />o <br />Nrr.rrr� <br />.�`\ <br />Z ��A L E oQ <br />LW Q <br />g/I/�Jl!llIIi4A <br />O <br />U <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 />O <br />'__I M <br />f'4 M <br />Z ;L-+ M <br />0 (n O <br />N CD <br />Q � in O <br />a •� a, <br />< i <br />N <br />Z � <br />J <br />W <br />W <br />JLn4) <br />Ln V <br />Q <br />Z <br />Z <br />W <br />Oz <br />WfiiQ <br />J <br />mvC'L <br />W <br />0 <br />M <br />pz}za0 <br />z>_Q8'x� <br />T-4 <br />�E Zz}►�z <br />0 <br />C7z0CJ <br />c <br />Ln <br />o�o38g <br />amz <br />7� <br />O <br />Uj <br />T-.4 <br />2: <br />tO <br />ry <br />0 <br />Ln <br />Z <br />Y <br />J <br />Q <br />O <br /><VSUYUOC <br />a <br />wt�uLnco <br />0 <br />r Z m S <br />z <br />ZO �z <br />Oa25�W <br />L" w 0 0� 0 <br />1••-1 <br />LJ.J <br />7� <br />Z <br />g�g <br />w � 0 Ii z <br />j <br />= � 6 <br />Ce <br />N <br />Roza <br />a w <br />Q <br />O <br />a~ <br />Z <br />LU <br />> <br />~ <br />g <br />z <br />0 <br />a <br />SCALE : <br />AS NOTED <br />PLOT DATE : 08 / 17 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-1198-1203 <br />SHEET NO. <br />S5 <br />