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SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />NOTES AND NAILING BACKNAIL <br />W/ (2) 16d NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />@ 24 O.C. 7USP <br />NAILING SCHEDULE FOR <br />RT16 OR EQUAL @ <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 />•• <br />OUTLOOKER <br />ELEVATIONS) <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL <br />ROWS OF <br />45° t 24" MAX. <br />TOP CORD BLOCKING 45°t <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 />FO U <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" O/C. CMID <br />TRUSSES EDGES <br />SHEATHING DETAIL <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <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 />APPROX. 8" FROM <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />o <br />EXTEND @ LEAST 90 /o OF <br />USP <br />„ <br />8 FROM RIDGE FASTENED AT <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. <br />EACH JOINT W/ (2)10d & (2) <br />JOINT W/ <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />STUD <br />10d TOE NAILS @ EA. END <br />10dEACH <br />& (2) 10d TOE <br />E <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />2X6 FRAMED WALL -SEE <br />NA <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 />J <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />2X4 PANEL BLOCKING <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 TYP. TOP & <br />THROUGH CHORD <br />CORD ATTACHED W/ 2 16-d TOENAILS <br />() <br />7 <br />ATTACHED W/ 10d NAILS <br />2 16d NAILS <br />() <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 @ 48" <br />2x4 BLOCKING <br />W/ 2 16 d TOENAILS <br />( ) <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 <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 />MOISTURE BARRIER <br />WEEP SCREED <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 />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <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 21/4" <br />TRUSS) <br />NOTE: IF EMBEDDED <br />SECTION <br />TAPCONS. SECTION <br />STRAP MISSED VERTICAL <br />1 <br />2 <br />SECTION <br />3 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />S5 <br />SP HGAM10 W/ (4) <br />4"x1-3/4" WEDGE <br />OLTS & (4) SDS 114 <br />1 1/2" SCREWS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />f <br />SEE STRUCTURAL— <br />X-BRACING, AND TOP <br />N <br />°' <br />• <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />`° <br />00 <br />SHEATHING DETAIL <br />it <br />1/ <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />So <br />00 <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />tv <br />1 <br />1 2 <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />13� <br />4 <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ 1 ROW � <br />() (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />KIN <br />2x4 BLOCKING @ 24" <br />2x4O/C L <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />2 <br />(D = 0.148", L = 3") OR EQUAL <br />(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 <br />(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 <br />(SPACE AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. @ 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" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. cc <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x <br />:ROSS BRACING 4=� <br />3EE PLAN FOR <br />OCATIONS) j 10dx3" O/C <br />TOENAIL 6" O/C <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />'— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj� <br />2"x4"y <br />RUNNE <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />S5 <br />SCALE: N.T.S. <br />Ila a II dim \ li II ° II a II. II IIa <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS F@ 24 O/C <br />TOP CORD <br />BLOCKING FOR <br />USP RT16 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. <br />EDGES OF <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />: <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />8d @ 6"O/C <br />WOOD TRUSSES <br />(2)16d NAILS W/ 10d NAILS @ 6" O.C. <br />E SAND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 <br />SEE PLAN FOR 1/2" SCREWS <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL--J <br />L <br />I I.- � <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />10dx3" @ 4" O/C <br />(2)12d TOENAILS <br />F. <br />SECTION <br />g T <br />SCALE: N.T.S. <br />15 <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 />-v I . var 1 R]n 1v � i , r .1 - <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 />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 />' <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 />"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.0 ,ED <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 />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. <br />�5� SCISSOR GABLE "T" BRACE (:Z <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 />\-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 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"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />S-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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />END JACK <br />1 V-0" MAX. <br />0 <br />0 <br />a <br />CORNERJACK <br />Y <br />W <br />z <br />Cr <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />w <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />LU <br />---- <br />---- <br />LU <br />0 <br />v <br />O <br />;r <br />O <br />v <br />Iz o <br />w <br />q <br />Q <br />o <br />M o <br />o <br />' <br />0 <br />w <br />Q <br />o <br />� <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) 7' 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 />/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 />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 />Ulr <br />Z M <br />0 <br />z� <br />Q <br />Oo.. <br />z <br />�cn <br />w <br />0 <br />•U — <br />w <br />O <br />0 <br />(./) <br />go <br />U <br />E <br />0 M <br />[2 -9 v) <br />Ooo <br />—S <br />U <br />LL a0 <br />0Cd <br />Ly Y <br />05 CL 8 <br />Qm <br />, <br />rnQ0 <br />A <br />ico <br />NCB DC <br />�P <br />aN- =° •9 <br />to 00 • E <br />' <br />Z'°° <br />o <br />CqL <br />m <br />": <br />y c ° '� <br />¢;ate Y e <br />` <br />=N5 ELO�m� <br />0 � � o acoLL <br />ZOI ■ <br />Z 45, <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 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 />O v <br />?(JMo <br />M <br />a(n <br />" LL <br />I— CL (,r) <br />U Q 00 <br />� <br />z <br />a <br />Z0C <br />z <br />J <br />W <br />0z <br />�o <br />zoQ <br />Uz0800 <br />zww� <br />0 z <br />[Y � J <br />J <br />ui <br />0 w " N <br />i <br />O Z <br />z <br />¢o <br />f Z <br />LL <br />T <br />a <br />0 <br />z <br />z <br />w <br />ow <br />0 <br />'r <br />ry ;N <br />goo <br />x`8'U <br />00 <br />A <br />1` <br />�.L- <br />¢ O <br />z w 0 - <br />�az3 <br />Q <br />go o <br />2a�ow <br />L U <br />J <br />U) <br />T-4 <br />W <br />CC <br />G <br />LJ.j <br />Q <br />0 a� 0 <br />W8zv <br />U <br />LU <br />1� <br />Cr• <br />¢ <br />z <br />< z <br />Rvi <br />OQ <br />U) <br />z <br />w�i' <br />rn <br />2 <br />w <br />,-4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />S5 <br />