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SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />TOENAIL W/ (2)16d <br />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" OUTLOOKER7 <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 />O.C. (OPTIONAL -SEE <br />BLOCKING FOR <br />OUTLOOKER <br />ELEVATIONS) <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL— <br />ROWSOF <br />45° t <br />24" MAX. <br />TOP CORD BLOCKING 45°txr <br />2X4 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 />END <br />FASTENED W/ (2)10d <br />FOR FIRST FOUR ROWS <br />OUTLOOKER <br />SCHEDULEFOR <br />EDGESOF 2x4 CRO BRACE <br />EQUAL @ EA. <br />@ROWS OF TRUSSESSHEATHING <br />3"@ 24" O/C. CMID <br />OFTRUSSES EDGESSHEATHING <br />�tEA. <br />DETAIL <br />APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />2x8 SYP#2 "L" BRACE TO <br />OF SHEATHING TYPICAL <br />E TOP PLATE <br />2"x4"CROSS BRACE <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />EXTEND @ LEAST 90% OF <br />USP <br />2x4 CROSS BRACE APPROX. <br />8" FROM RIDGE FASTENED AT <br />8" FROM <br />48 O.C. EACH JOINT W/ 3 10d <br />MAX. & (2)10d TOE NAILS @ <br />'• <br />AT LEAST 90% OF WEB <br />8-0 0/C. <br />2x4 CROSS BRACE @ <br />WEB LENGTH &NOTCH @ <br />SPT4 @ EA. EACH JOINT W/ (2)10d & (2) <br />RIDGEAPPRF. <br />AT <br />EACH JOINT W/ (2) <br />( ) <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 />10d & (2) 10d TOE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />SILL <br />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 />— —� <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 />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 />1/2" 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 TYPTOP & <br />• <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS <br />TNT 4BOTTOM <br />(2)16d NAILS <br />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 @ 48" <br />2x4 BLOCKING <br />W/ (2) 16-d TOENAILS <br />2x4 "TON 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 - <br />„ „ <br />NOTCH L BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4'7 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 />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" "J" 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 />0/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 />TAPCONS. <br />SECTION <br />STRAP MISSED VERTICAL SECTION <br />LL <br />SECTION <br />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 />iv <br />N <br />SEE STRUCTURAL — <br />ON SHEET S5 FOR <br />N <br />M <br />M <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />SCHEDULE FOR <br />SP00 <br />HGAM10 W/ (4) <br />CHORD BLOCKING <br />C <br />SHEATHING DETAIL <br />4"xHGA WEDGE <br />INFORMATION <br />OLTS & (4) SDS 1/4" <br />ill <br />1 <br />1/ " <br />2"x4"CROSS BRACE <br />1 1/2 SCREWS <br />WOOD TRUSSES <br />fO <br />�, <br />2 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />1 <br />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 />-- <br />-- <br />TRUSS SPANS <br />2x4 PANEL BLOCKING <br />• <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />„ „ <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" 0/C FOR THE <br />FIRST (4) ROWS OF <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />KIN <br />2x4 BLOCKING @ 24" <br />2x4O/C L <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = <br />41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />2 <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES <br />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 <br />(SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS <br />5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. @ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d <br />6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARING <br />LOCATION rD <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />ISEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" = V-0" q_r, TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />IINIMUM 2x <br />;ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) 10dx3" O/C <br />TOENAIL 6" O/C <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj� <br />SCALE: N.T.S. <br />12 <br />6.9 1 MAX. , <br />S5 <br />RUN <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />i \-CONT. BEARING <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 />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 7/16" <br />• (2) 16d NAILS OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />/ SEE PLAN FOR <br />CONNECTION <br />2x4'7 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2) 12d TOENAILS <br />SECTION g r <br />SCALE: N.T.S. SS <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 />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 />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <br />TOP CORD <br />BLOCKING FOR <br />V@EA. <br />FIRST FOUR ROWS <br />OF TRUSSES @ <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 <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 />V2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" 0/C <br />SP 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 />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" O.C. <br />TYPICAL yn <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL <br />SCALE: N.T.S. , <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />SECTION 4 16d PER SIDE <br />SCALE: N.T.S. S5 SCISSOR GABLE 'IT" BRACE r7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />2 x 4 BLOCKING W/(2)10d <br />TOE NAILS @ EACH END @ <br />24" 0/C (TYP) <br />z <br />w <br />BRACING W/(3) 10d x 3" @ <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />LU <br />---- <br />0 <br />It <br />C <br />0 <br />w o <br />m c <br />o <br />� <br />0 <br />d <br />w <br />O <br />o <br />� <br />9 <br />o <br />¢ <br />� <br />o <br />CD� <br />w <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.O.) <br />"L" BRACE <br />2"4" (U.N.O.) <br />"L" BRACE <br />24" <br />010" - T-0" <br />T-0" - 6'-0" <br />V-0" & GREATER <br />.SCISSOR GABLE - (1) 2'W" #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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />HIP FRAMING REFERENCE PLAN <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 />4'4' O.C. MAX. FOR <br />2) 7' 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 />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />U' <br />z p <br />CO <br />z� <br />Q <br />OJ <br />O <br />Ln <br />(D-� <br />w <br />• U w <br />0 L <br />I- <br />E <br />0 <br />v, <br />(00 <br />Vi <br />m� <br />U <br />w <br />a)M <br />C' m CM <br />U <br />6 O <br />= ai <br />p <br />�LLm <br />U� <br />0Qo <br />0'T <br />y <br />Q rn <br />Lo <br />CL <br />rnQ o <br />B D. <br />t :- <br />_ <br />to <br />N <br />C0,12 <br />� <br />Z �W � � o <br />-- <br />00 <br />, , <br />� <br />to <br />.. <br />�U) <br />MR < <br />.0 n O <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 5th 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 />ON <br />Z <br />0.21, <br />O <br />>U)MO <br />QLnrou') <br />a � •L <br />a v U_ 'n <br />n- , M <br />Q� U a r' <br />Q � <br />� <br />Z <br />WJ C:) <br />0z <br />3� <br />�o <br />za <br />f� <br />UzQCCa <br />z�0, <br />z w d <br />tV 0 W Z <br />W <br />-w© <br />O'n <br />L <br />/1 <br />/ <br />r� <br />z <br />Q U <br />z <br />g� <br />� <br />Q <br />a <br />w <br />O <br />�--I <br />S <br />0 <br />U <br />z <br />J Q <br />89. <br />Tc) <br />a o P <br />a <br />Woos <br />U a m J <br />*k <br />fV <br />I\ <br />zaoa <br />LLI <br />ce-o <br />Q <br />aoW3 <br />Z <br />Wogo <br />Z <br />LLJ <br />L r) <br />a <br />J <br />r-i <br />Lij <br />LLJ <br />� <br />oWo <br />Q <br />z <br />Woo <br />¢<z <br />Ln <br />av <br />z <br />m <br />O <br />^ <br />g <br />= <br />az <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />S5 <br />