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SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />NOTES AND NAILING <br />BACKNAIL W/ (2) 16d NAILS <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />__16d <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND W/ (2) 16d NAILS <br />SCHEDULE FOR <br />@ 48' O.C. NAIL <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C. 7 <br />7KNAIL <br />NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ <br />SHEATHING DETAIL <br />2X4 OUTLOOKER @ 24' <br />"L" BRACE <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />7 <br />2"x4" <br />OUTLOOKER <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />@ 24" O/C <br />ATTACHED W/ <br />W <br />10d NAILS @ 4' <br />O.C. TYPICAL <br />TOPCHORD <br />BLOCKING FOR <br />FIRST FOUR <br />ROWSOF <br />45* 24" MAX. <br />TOP CORD BLOCKING 45*± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT1 6 OR EQUAL @ <br />NOTES AND NAILING <br />TRUSSES @ <br />USP RT1 6 OR <br />FOR FIRST FOUR <br />FASTENED W1 (2) 1 Od <br />3'@ 24" O/C. CMID <br />FOR FIRST FOUR ROWS <br />EA. OUTLOOKER <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />USP RT1 OR <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL r5 <br />-EDGES OF 2x4 CRO S BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />HEIGHT <br />OF TRUSSES @ EDGES <br />EQUAL @ EA. <br />OF TRUSSES @ <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />2x8 SYP#2 "L" BRACE TO <br />OF SHEATHING TYPICAL <br />BLE TOP PLATE <br />2x4 CROSS BRACE APPROX. <br />2"x4" CROSS BRACE <br />OUTLOOKER <br />24" MAX. EDGES OF <br />SCALE: N.T.S. �, �5 <br />TYPICAL @ RIDGE FASTENED AT <br />,48"O.C. EACH JOINT W/(3) 10d <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />@ 8'-0- O/C. <br />EXTEND @ LEAST 90% OF <br />USP <br />8" FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />SHEATHING TYP. <br />2x4 "T" BLOCKING <br />MAX. & (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) <br />EACH JOINT W/ (2) <br />rl" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />1 Od TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />48n O.C. <br />2x6 P.T. GABLE TRUSS <br />SILL <br />RIDGE FASTENED AT <br />EACHJOINTWI(2) 10d <br />TABLE) <br />USP RT3A WITH 8-8d <br />__2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />GABLE TRUSS <br />"L" BRACE ATTACHED 16d NAIL <br />1/2" CDX PLYWOOD OR <br />7i16"OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" D.C7\\\' <br />ATTACHED W/ 10d <br />EA. END �[117 <br />'\� <br />BLOCKING <br />-1/2" CDX PLYWOOD OR 7/16N <br />@ 48"OIC FOR THE <br />7/16- OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" O.C. EDGES <br />I <br />— GYPSUM WALLBOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED W1 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 />if <br />W/ 10d NAILS @ 6"O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />GABLE TRUSS WEB <br />1 OdX3- @ 3' O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />I i <br />X <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2) 16d NAILS <br />SINGLE "L" BRACING DE TAILr6_-� <br />PV <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16-d TOENAILS <br />ATTACHED W/ 1 Old NAILS <br />0 <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />W/(2)16-d TOENAILS <br />T'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-A <br />2x4 BLOCKING <br />T <br />BLOCKING, FASTEN WITH <br />SCALE: N.T.S. <br />2x4'7 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 />—Ar - <br />1 Odx3' @ 4" O/C <br />DIAPHRAGM <br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />5-f <br />NOTCH "U'BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING @ <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 />48" O/C <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2) 16-d TOENAILS <br />1 Odx3" @ 4" O/C <br />O.C. <br />TRUSS <br />5/8"x 10""J"BOLT @ 32' O.C. MINIMUM 6" FROM <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4' 0" <br />P@ <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP STUD WALL <br />TRUSS VERTICAL <br />PLATE SPLICES W/ 3/16"x2m 0 PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />PLATJE� <br />(SEE TYP. SEC.) <br />U1 <br />VERT. WEB (24' O/C MAX.) <br />W/7-10dxl 1/2' AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />TRUSS) <br />USP SPT24 @ EACH <br />STUD <br />(2) 2"x8""L" BRACE <br />NOTE: IF EMBEDDED <br />TAPCONS. <br />SECTION <br />SECTION <br />SECTION <br />FASTENED WITH (3) <br />16d PER SIDE <br />STRAP MISSED VERTICAL SECTION <br />WEB; USE <br />SCISSOR GABLE "T" BRACE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />SCALE: N.T.S. <br />'\L5 <br />SCALE: N.T.S. \,,., �5 <br />SCALE: N.T.S. <br />� �5 <br />AS PER HIB 91 SCALE: N.T.S. <br />L <br />2x4 OUTLOOKER <br />QA A"AM, It A 01 fl kit' 1A11 I AIA <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />REFER TO SECTION <br />1A ON SHEET S5.1 <br />L <br />SEE STRUCTURAL <br />DtMN1-Q%1L VVI <br />E16d NAILS <br />kZ) <br />@ 24' O/C <br />�W_ x U RI V-) <br />WOOD TRUSSES TOE NAILS @ EACH END @ <br />FOR X-BRACING, AND <br />x <br />7 <br />NOTES AND NAILING <br />TOPCORD <br />24" O/C (TYP) <br />TOPCHORD <br />a <br />SCHEDULE FOR <br />6R <br />BLOCKING FOR <br />LISP HGAM 10 W/ (4) <br />ao 00 <br />SHEATHING DETAIL <br />USP RT16 <br />FIRST FOUR ROWS <br />X <br />x x <br />1/4"x1-3/4" WEDGE BLOCKING <br />EQUAL @ EA. <br />OF TRUSSES @ <br />BOLTS & (4) SIDS 1/4" INFORMATION <br />_1L1 1 2 <br />2"X4" CROSS BRACE <br />OUTLOOKER <br />24"MAX. EDGES OF <br />x 11/2" SCREWS —TWOODTRUSSES <br />;o 00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />LV <br />RIDGE FASTENED AT <br />\0 <br />"L" BRACE TO EXTEND <br />2X4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS <br />a <br />z <br />TRUSS SPANS <br />ATTACHED W/ 2 - 16d <br />1� <br />2X4 PANEL BLOCKING <br />//_1/2" CDX PLYWOOD OR 7/16" <br />\-BRACING W/(3) 10d x 3 @ <br />W <br />@ 48' O/C FOR THE <br />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2'x 4" LAMINATIONS W/ (1) ROW (3) 2"x 6" LAMINATIONS W1 (2) ROWS OF <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6' O.C. <br />EACH CONN. @ 24" O/C <br />t'\ <br />2X4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILO <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 />TRUSSES FROM EA. <br />E GES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />WEDGE BOLTS & SDS 1/4" 1 MOISTURE BARRIER <br />O/C W/ 2 - 16d <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />//---JACK TRUSS <br />SEE PLAN FOR <br />(4) x <br />1/2" SCREWS \\"-BOND BEAM <br />TOENAILS @ EA. END <br />NOTES: <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL <br />W/ (2) 16-d TOENAILS <br />CONNECTION <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />MASONRY WALL <br />\\\-ARCHITECTURAL FINISH NOTE: <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—/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING /TOP & BOTTOM CHORD <br />(SPACE AS SHOWN FOR 3-PLY) <br />OF THE LAST LAMINATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />1 Odx3" @ 4" O/C (2) 12d TOENAILS Aj THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. (a) COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES <br />NON - LOAD BEARIffG LOCATION D� B.U.C., SAME NUMBER OF ROWS, SAME SPACING) — EXT. WALL CONN. @ NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" � �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� SECTION 9 BEARING LOCATION (UNEVEN CLG.) E� REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />SCISSOR TRUSS <br />x x 12 <br />w 2"x4" OUTILOOKER @ 24- <br />'k 0 C W/ 1211 Od PER JOINT <br />MINIMUM 2x OVERLAP TRUSS BRACING <br />CROSS BRACING 47 x PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />(SEE PLAN FOR WOOD TRUSSES <br />LOCATIONS) 1063" O/C @ - 2mx4l' <br />TOENAIL 6" O/C RUNNERS <br />W1 (2) 16d TYPICAL <br />(2) 16d P R NAILS Ir MAX <br />JOINT <br />__��L <br />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4' (U.N.O.) <br />1" BRACE <br />2'x6' (U.N.O.) <br />"L"BRACE <br />2411 <br />010" - 3'-0" <br />31-0" - 61-011 <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2'W #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />d <br />LU <br />9 <br />co <br />9 <br />9 <br />9 <br />CD <br />> <br />< <br />C) <br />LU <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 />N F <br />2"x4" MIN. SEE WS5 <br />ALTERNATE NON -DROP <br />\\\-MINIMUM <br />� <br />NOTE: <br />. _L <br />— I I <br />INUOUS BOTTOM CORD BRACING <br />GABLE END DETAIL <br />MINIMUM (2)16d PER JOINT 2x4 TRUSS BRACING <br />1) 'L� BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />\-COSMETIC DROP CEILING FRAMING <br />�j <br />SCALE: N.T.S. <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />SCISSOR TRUSS <br />CROSS BRACING DETAIL <br />TRUSS BRACING OVERLAP DETAIL M� <br />SCALE: N.T.S. � �5 <br />2) 'L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" OIC. <br />3) SEE 6/S5 FOR MORE INFO. <br />SCALE: N.T.S. �' �5 <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />GABLE TRUSS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />S6 <br />4 <br />-L" BRACE W/ 10d @ 4" O.C. <br />12 <br />3 <br />(SEE SCHEDULE FOR SIZE <br />12 <br />6.91 MAX. <br />ENDJACK <br />S5 <br />AND LOCATION) <br />12 DOUBLE TOP PLATE <br />6.9 MAX <br />1" BRACE W/ 1 Dd @ 4' 01C <br />6.91 MAX. <br />(SEE SCHEDULE FOR SIZE <br />1 V-0" MAX. <br />I <br />�5 <br />AND LOCATION) <br />� <br />GABLE TRUSS <br />USP LSTA 18 <br />r6 "*\ <br />W <br />6 <br />"1�7 <br />0 <br />CORNERJACK <br />__ __- <br />FT <br />N, <br />X <br />-"I <br />I= <br />W <br />z <br />7 <br />11 It 11 1 W IN 7431 <br />0 <br />01 <br />% <br />H 11 <br />TUDS @ 16" O.C. <br />HIP FRAMING REFERENCE PLAN <br />CONT. BEARING <br />DBL. TOP PLATE STUDS @ 16' O.C. USP SPT24 <br />ONT. BEMING USP HCA10 (TYP.) <br />WOOD FRAMED GABLE END BRACING DETAIL <br />@ EACH STUD <br />GABLE END BRACING DETAIL <br />GABLE END BRACING DETAIL SCALE: 314"=V-D" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S.' <br />FOR WIND SPEED SPECIFICATION <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />C <br />(D <br />0 70 <br />L <br />0 <br />E .0,5 <br />0 p, OD <br />U in <br />0 (D <br />34 P E <br />9 b 0 <br />UV1 cc <br />M cas q <br />cc,,)) a) <br />t <br />0 -c) - <br />Cq -0" <br />(D <br />0 <br />�Ced <br />�5 110 <br />3 000 <br />CD <br />0 0. <br />LID 0 <br />11 <br />a) <br />A 0 _ <br />8 D. <br />N G B D C <br />If%% <br />FIT <br />Z�j <br />'1 "0" <br />0 1. EIV.."* <br />0 1 <br />_1% <br />I . �; <br />f* 561�76 <br />S <br />t2gs'--c <br />U_ <br />.7 5_0 <br />6; EI-6 <br />ky <br />L <br />To the best of the engineees 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 />C14 <br />(1) Lin <br />da :t-- CV) <br />(::) :3 <br />0-4 <br />> <br />z <br />< <br />-0 <br />0 <br />z <br />a: <br />Ce :t f%4 <br />ZD r"% <br />< = <br />z <br />z .2) M <br />_3 � <br />LU <br />L1.11 <br />_j CD (0 <br />Ln 0) <br />Ln <br />Ln <br />z <br />z <br />LU <br />0 z <br />W <br />Lu ILL. <br />z <br />_j <br />U, <br />L U a <br />cr <br />U <br />ro- <br />LVU) 0 <br />09 Z zo 0 <br />17.4 <br />T-1 <br />z <br />F - <br />>- <z b x 0<� <br />'E": Z Z Z <br />C:) <br />X: <br />uz� <br />F<- <br />:Zw <br />LU CC -1 <br />� <br />E314 <br />U <br />=):r 8 81 <br />a ce 0 <br />LU C%I <br />0 z <br />LU <br />x LZU <br />0 <br />Ln <br />Z <br />0 <br />Lu <br />Z <br />0 0 8 21 <br />U <br />Uj - _j <br />F- LZn CO <br />0=, -g) <br />Z <br />Lu <br />CY z <br />�:' 0z <br />LOU �r: 8 r <br />r-4 <br />8 UJ z <br />Lu <br />1, 8 9 0z'-L <br />LU <br />C) <br />10 <br />(A <br />Syx ILL z <br />0 <br />z <br />_j LU UJI <br />0. � <br />I-E <br />II- <br />a <br />kD <br />LL <br />z <br />W <br />> <br />V) <br />z <br />z <br />SCALE <br />AS NOTED <br />PLOT DATE 05/24/2011 <br />VERSION NO. <br />1000 <br />JOB NO: 11-0667-0672 <br />SHEET NO. <br />S5 <br />