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SEE STRUCTURAL NOTES AND <br />SEE STRUCTURAL <br />MAILING SCHEDULE FOR <br />TOENAIL W/ (2) 16d <br />NAILS <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS <br />NOTES AND NAILING <br />BACKNAIL W/ (2) 16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />7 <br />NAILING SCHEDULE FOR <br />USP RT1LOOKERRUAL @ <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />R <br />TOP CHORD <br />SHEATHING DETAIL EA, UT <br />2"x4" <br />O.0 (OPTIONAL SEE <br />BLOCKING FOR <br />�7f <br />OUTLOOKER <br />ELEVATIONS) <br />FIRST FOUR <br />ROWS OF <br />45° t <br />24" MAX. <br />TOP CORD BLOCKING 45°+ <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />FOR FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />EDGES OF 2x4 CROSSBRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" O/C. CMID <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />TYPICAL RIDGE FASTENED AT <br />@ <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />2x4 CROSS BRACE APPROX. <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8 -0 0/C. <br />EXTEND @ LEAST 90% OF <br />USP <br />8" FROM RIDGE FASTENED AT <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) <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 />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />SILL <br />112" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />WALL SECTION FOR SPACING <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />NAILS @ 6" O,C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <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 />10dX3" @ 3" OIC <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS 7 <br />ATTACHED W/ 10d NAILS <br />( 2) 16d NAILS <br />INTO 2"4" 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 />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 />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL i <br />„ , <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 />TYP. TOP & BOTTOM ATTACHED <br />BLOCKING, FASTEN WITH <br />"J" <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />W/ (2) 16-d TOENAILS <br />10dx3" @ 4" O/C <br />5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />@ T <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />. <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />VERT. WEB MAX.) <br />W/7-10dx1 112" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. SECTION <br />STRAP MISSED VERTICAL <br />1 <br />2 <br />SECTION 3 <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 />USP HGAM10 W/ (4) <br />1/4"xl-3/4" WEDGE <br />BOLTS & (4) SDS 114 <br />x 1 1/2" SCREWS <br />REFER TO SECTION <br />1A ON SHEET S5.1 <br />N - N <br />T <br />SEE STRUCTURAL — <br />FOR X-BRACING, AND <br />r " <br />NOTES AND NAILING <br />TOP CHORD <br />N <br />SCHEDULE FOR <br />BLOCKING <br />`D 00 °° <br />SHEATHING DETAIL <br />INFORMATION <br />% 11 1l" <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />;o cc <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />1 1 2 1 1 2 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 - 16d <br />I� <br />2x4 PANEL BLOCKING <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 />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C W/ 2 -16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") 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 5 1/2" 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 CON N. 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 <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" = V-0" S5 J TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />11NIMUM 2x <br />;ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) j 10dx3" O/C @ 2"x4"- <br />TOENAIL 6" O/C RUNN <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />2 <br />JOINT <br />i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj� <br />SCALE: N.T.S. <br />%,v1Y I. UL:r%r%114U <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - 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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SEE NOTES AND 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 />2x4 BLOCKING <br />2x4 "T" BLOCKING <br />@ 48" O.C. <br />16d NAIL <br />"L" BRACE <br />ATTACHED �)4 <br />BACKNAIL W/ 2x4 OUTLOOKER <br />10d NAILS <br />16d NAILSO.C. <br />TYPICALTOPCORD <br />ff <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />USPRT16OR <br />FIRST FOUR ROWS <br />DOUBLE °L" BRACING DETAILEQUAL <br />@ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />EDGES OF <br />SCALE: N.T.S. S5 <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />2x4 "T" BLOCKING <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />LENGTH (SEE TABLE) <br />48" O.C. <br />GABLE TRUSS <br />"L" BRACE ATTACHED <br />16d NAIL <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />7116" OSB SHEATHING <br />TYPICAL <br />4;�A <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />O.C. FIELD <br />(2) 16d NAILS <br />SINGLE "Lrr BRACING DETAIL i; <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />SCALE: N.T.S. S5 <br />10dx3" @ 4" O/C <br />DIAPHRAGM <br />BLOCKING @ <br />USP HGA10 @ 36" <br />48" O/C <br />O.C. <br />GABLE TRUSS <br />DBL. TOP <br />STUD WALL <br />TRUSS VERTICAL <br />PLATE <br />(SEE TYP. SEC.) <br />(2) 2"x8" "L" BRACE <br />USP SPT24 @EACH STUD <br />FASTENED WITH (3) <br />SECTION <br />4 <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />SCALE: N.T.S. <br />S5 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />BACKNAIL W/ (2) -2x4 OUTLOOKER <br />16d NAILS @ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR FIRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />OUTLOOKER 24" MAX. EDGES OF <br />SHEATHING TYP.— <br />8d @ 6"O/C 2 x 4 BLOCKING W/(2) 10d <br />TOE NAILS @ EACH END @ <br />WOOD TRUSSES ( ) <br />24 O/C TYP <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />d <br />Lu <br />m <br />o <br />d <br />W <br />o <br />o <br />"L" BRACE TO EXTEND <br />q <br />_ <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />(2)16d NAILS OSB SHEATHING ATTACHED <br />. W/ 10d NAILS @ 6" O.C. <br />EDGES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />- -- <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/-", ., ' <br />10dx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION g — <br />BRACING W/(3) 10d x 3" @ <br />• EACH CONN. @ 24" O/C <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />WEDGE BOLTS & (4) SDS 1/4" x 1 MOISTURE BARRIER <br />1/2" SCREWS BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CON N. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) E <br />z <br />a <br />_ <br />_ <br />_ <br />T <br />_ <br />_ <br />— <br />_ <br />_ <br />— <br />_ <br />`* <br />o 6 <br />w <br />o <br />0 <br />w <br />w <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />THAT MY BE REQUIRED4'-0" O.C. MAX. FOR <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <br />SCALE: N.T.S. S5 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <br />AS PER BCSI 1-03 SCALE: N.T.S. S5 <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 />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 />1" 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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <br />SCISSOR TRUSS <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 />SCISSOR TRUSS <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 />N <br />U) N <br />� <br />V <br />� <br />(D-Q) <br />N N <br />ID <br />E M M <br />VO V) <br />(D— <br />0r,co <br />00 N.. <br />vV) <br />0 05 <br />M <br />C FL N <br />r6 .t <br />1✓ <br />0 �MY <br />N O <br />z N -C <br />dy' U <br />Y 0) <br />a� <br />0 <br />AN <br />C B D C <br />w <br />It <br />B <br />D��P <br />sae <br />x <br />p "C <br />N <br />N <br />N <br />ZWv �.10 <br />�qP <br />ao <br />z <br />o "O <br />alu <br />N <br />"s r co <br />® s <br />Z O O <br />"z <br />o <br />®�.•� w mot" _ <br />ry��� <br />';\ <br />Z Z <br />J <br />vk <br />p <br />J L)flits2�"`,Theo <br />® <br />c¢i <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 />N („) <br />R O <br />(n <br />� <br />� O <br />Q a j M C:) <br />0- L_ -0 � <br />pC f�N <br />N <br />N .� <br />z�4-J <br />Z O Z <br />J <br />LU <br />�ofu <br />_N <br />U V <br />ce <br />Q <br />Z <br />W <br />J <br />wLLo <br />W <br />< Lu <br />O0z,,Oa U0 <br />7� <br />z Q U z Q <br />O <br />Ozo�aw <br />�gLu _j <br />00�0 <br />�--I <br />u�apz0 <br />*—� <br />OJ <br />u W <br />T__1 <br />LO <br />t�o <br />Q <br />J <br />H <br />� <br />Ln <br />44: <br />J <br />Boa <br />a <br />w000� <br />�Finco <br />� <br />°F <br />zQJ <br />L0 <br />aoWJQo� _ <br />II� <br />Qo �W <br />w <br />Q <br />OLLO>O <br />� <br />W <br />O <br />O LL z Q <br />w a <br />W <br />Q�W2o <br />Ln <br />D <br />o <br />(naoz< <br />O <br />Q~� <br />u_ <br />LU <br />z> <br />Oo <br />g <br />SCALE : <br />AS NOTED <br />PLOT DATE: 03 / 31 / 2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0441-0444 <br />SHEET NO. <br />S5 <br />I [Ilh 1-7-1 1 I 1 1 - - - <br />