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SP HGAM10 W/ (4) <br />4"x1-3/4" WEDGE <br />OLTS & (4) SDS 114 <br />1 1/2" SCREWS <br />SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <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 />BACKNAIL W/ (2)16d NAILS <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @ <br />SCHEDULE FOR <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 />OUTLOOKER <br />ELEVATIONS) <br />FIRST FOUR <br />/�7f <br />@ 24" O.C. <br />SEE STRUCTURAL — <br />ROWS OF <br />45' t 24" MAX. <br />TOP CORD BLOCKING 45°+ <br />2X4 CONT'L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <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 />SCHEDULE 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 />SHEATHING APPROX. 8" FROM <br />� OUTLOOKER <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />� <br />DOUBLE TOP PLATE <br />2"x4"CROSS BRACE <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />o <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />48" O.C. EACH JOINT W/(3) lOd <br />() <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />EXTEND LEAST 90 /o OF <br />@ <br />USP <br />„ <br />8 FROM RIDGE FASTENED AT <br />N <br />RIDGE FASTENED AT <br />MAX. & (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH @ <br />SPT4 @ EA. EACH JOINT W/ (2)10d & (2) <br />EACH JOINT (2) <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL -SEE <br />NAILS @ EA. END <br />• SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />WALL SECTION FOR SPACING <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />—I <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />112" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS J7 <br />ATTACHED W/ 10d NAILS <br />(2)16d NAILS <br />BOTTOM ATTACHED <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 (cD 48"A <br />2x4 BLOCKING <br />W/ (2)16-d TOENAILS <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" 0/C SPACED <br />INSTALLED PER MANUF. <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 />@ 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 />"J" <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 />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 />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />STRAP MISSED VERTICAL SECTION <br />1 <br />TAPCONS. SECTION <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 />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />r f <br />SEE STRUCTURAL— <br />X-BRACING, AND TOP <br />r "' <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />`° `° °° <br />SHEATHING DETAIL <br />7 1 j 2 <br />2"x4" CROSS BRACE - <br />WOOD TRUSSES <br />00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />N <br />1 1 2 1 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />1 2 <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS'� <br />^ <br />ATTACHED W/ 2 -16d <br />n� <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 = 41/2") 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 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. a@ 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 SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS <br />ADDITIONAL INFORMATION. <br />IINIMUM 2x <br />:ROSS BRACING <br />5EE PLAN FOR <br />OCATIONS) <br />(2) 16d PER <br />JOINT <br />i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIrT� <br />N. SEEM/S5 <br />CROSS BRACING DETAIL <br />12 <br />6.9 1 MAX. <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />TOENAIL- <br />W/ (2) 16d <br />NAILS <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />rqi <br />GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />I f`, all-_, all I- `II a °'Ilm\- a II , e - II° - II - a,,11 ,'.`II ° 'II.-` ° a°II'° a III I., I <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />ARCHITECTURAL FINISH NOTE: <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.0.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />3'-0" - 6-0" <br />6'-0" & GREATER <br />SCISSOR GABLE - (1) 2'W" #2 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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <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 />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />//;GABLE TRUSS <br />1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />(2)16d NAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />USP HGA10 @ 36" <br />O.C. <br />DBL. TOP STUD WALL <br />PLATE (SEE TYP SEC) <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" 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" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />J <br />USP SPT24 @EACH STUD (2) 2"x8" "L" BRACEFASTENED WITH (3) <br />SECTION 4 16d PER SIDE <br />SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" <br />MAX <br />20'-0" <br />MAX <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />8d @ 6"O/C 2 x 4 BLOCKING W/(2)10d <br />CHORD <br />BRACING <br />2X4 <br />MIN. <br />"X" <br />BRACE <br />SEE <br />DET. <br />J/S5 <br />CONTINUOUS <br />BOTTON <br />16d NAILS @ 24 O/C <br />WOOD TRUSSES TOE NAILS @ EACH END @ <br />d <br />w <br />TOP CORD <br />24" O/C (TYP) <br />LU <br />— <br />— <br />— <br />— <br />BLOCKING FOR <br />USP RT16 OR FIRST FOUR ROWS <br />EQUAL @ EA. OF TRUSSES @ <br />- <br />-- <br />- <br />OUTLOOKER 24" MAX. EDGES OF <br />o <br />'- <br />o <br />SHEATHING TYP. <br />— <br />— <br />— <br />"L" BRACE TO EXTEND <br />q <br />AT LEAST 90% OF WEB <br />v <br />LENGTH (SEE TABLE) <br />Q <br />Z o <br />Uj <br />GABLE TRUSS <br />Z <br />o <br />W <br />1/2" CDX PLYWOOD OR 7/16" <br />— <br />— <br />co <br />(2)16d NAILS OSB SHEATHING ATTACHED <br />BRACING W/(3)10d x 3 @ <br />_ <br />dam' <br />W/ 10d NAILS @ 6" O.C. <br />EACH CONN. @ 24" O/C <br />o <br />E ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />MOISTURE BARRIER <br />o <br />> <br />v <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />SEE PLAN FOR <br />1/2" SCREWS BOND BEAM <br />4 <br />CONNECTION <br />MASONRY WALL <br />IL <br />2x4 "T" ON TOP OF PANEL-J I <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />SECTION g <br />SCALE: N.T.S. S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />`- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rM <br />SCALE: N.T.S. S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />@EACH STUD <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 />END JACK <br />1 V-0" MAX. <br />LU <br />CD <br />Y CORNER JACK <br />w <br />Z <br />0 <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />TOP & BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />GABLE END BRACING @ <br />THAT MY BE REQUIRED <br />4'-0" O.C. MAX. FOR <br />2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />FIRST (4) ROWS OF TRUSSES <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />L <br />AS PER BCSI 1-03 <br />SCISSOR TRUSS <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 />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 />U' <br />Z_M <br />0 <br />Z tO <br />Z <br />O <br />I <br />J <br />CL <br />cn <br />4-J w <br />� p <br />O w <br />~ <br />� <br />i� In <br />0 <br />o 0 <br />U <br />�.�.� W <br />[— <br />aD M <br />C� cc co <br />E`o a co <br />aim <br />Ooo <br />E: 00 <br />Ut <br />Y <br />0CL 00 <br />O: <br />Qrn <br />v <br />rnQo <br />A1 <br />BD® <br />N C B D C <br />If <br />xxx� <br />Z <br />(7 <br />W.�= <br />U_D <br />v_Y . g �, <br />r <br />�0 <br />o �oC <br />s 2 IF <br />Ilk <br />ca W <br />�,��., <br />LL. <br />� <br />�°.�, <br />�' a F r. a <br />�im'� c S <br />'� °�sfflt{E44a <br />N <br />� <br />❑ <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 Sth 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 />O <br />Z ON <br />0 ( 1� <br />C:) <br />�> <br />M <br />Q 'M Ln <br />a (nZ <br />U.) <br />Lr, <br />Q <br />a <br />V170 <br />C- 00 <br />Q <br />Z <br />W kD <br />d' <br />0, <br />12 <br />z a <br />Uz�0 <br />U <br />O0 <br />� <br />w <br />�=Z <br />WCe es <br />�� <br />�- <br />U <br />O Z <br />z 0 <br />U) <br />Q U <br />fz <br />5 <br />�3 <br />a <br />U <br />/ P[ <br />w w <br />z <br />ou <br />o <br />J <br />Q <br />0 <br />w0o� <br />v a m a <br />a <br />fV' <br />LL <br />Zaoa <br />w0� <br />�aQa <br />Q <br />80g0 <br />Z <br />Z <br />a <br />W <br />L! i <br />Q <br />Z <br />w0E- <br />5 05 <br />w U <br />�~~ <br />wz ¢ <br />M <br />ZLn <br />� <br />O <br />z <br />ILL]�0 <br />` w <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />S5 <br />