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SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d <br />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" OUTLOOKERZ <br />@ 24 O.C. <br />NAILING SCHEDULE FOR <br />USP 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 />OUTLOOKER <br />ELEVATIONS) <br />FIRST FOUR <br />SEE STRUCTURAL — <br />ROWS OF <br />45' ± <br />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) 1Od <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 />OF 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 />8" FROM <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />EXTEND @ LEAST 90% OF <br />USP <br />8" FROM RIDGE FASTENED AT <br />RIDGEAPPRF. <br />RIDGE FASTENED AT <br />MAX. & (2)1 Od TOE NAILS <br />() @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH &NOTCH @ <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (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. <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 />: <br />WALL SECTION FOR SPACING <br />' <br />7/16" OSB SHEATHING <br />& (2)1 Od TOE NAILS @ <br />FROM LEDGER TP <br />2x4 PANEL BLOCKING <br />— — -� <br />ATTACHED W/ 1 Od <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 />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />1 OdX3" @ 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 />y <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <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 @ 48" <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 />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 />1063" @ 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 />O/C ALIGNED WITH GABLE WEB, ATTACH TO TRUSS <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <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 />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 />SP HGAM10 W/ (4 <br />4"x1-3/4" WEDGE <br />OLTS & (4) SDS 1/ <br />1 1/2" SCREWS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />N N <br />r <br />SEE STRUCTURAL — <br />X-BRACING, AND TOP <br />x <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />00 00 <br />SHEATHING DETAIL <br />1 12 2 1/ <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />co 00 O° <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING <br />1 1 2 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />tlp <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 BLOCKINGI_ll <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 />L <br />BLOCKING <br />2x4 BLG @ 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 2 -1 <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. @ 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 8 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. S5 <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 />12 <br />6.9 1 MAX. <br />SCALE: N.T.S. <br />;U1► <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />55 <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />I`, `J1--- .4 F `II°.` 11 1 JIm\. I 11 , e ,II° a -11 1.' 4.` .°. III ° -1 " II 11. <br />\-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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />8d @ 6"O/C , <br />16d NAILS @ 24 O/C <br />WOOD TRUSSES <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 />/; <br />(2)16d NAILS OSB SHEATHING ATTACHED <br />. W/ 1Od NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />SEE PLAN FOR <br />1/2" SCREWS <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL) <br />I LL <br />BLOCKING, FASTEN WITH <br />L— 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C <br />(2) 12d TOENAILS - - <br />SECTION <br />rq`� <br />SCALE: N.T.S. <br />SCJ <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 />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />16d NAILS <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. 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/ 1Od 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 <br />STUD WALL <br />PLATE <br />(SEE TYP. SEC.) <br />USP SPT24 @ EACH STUD <br />SECTION <br />4 <br />SCALE: N.T.S. �S�5 <br />2 x 4 BLOCKING W/(2)1 Od <br />TOE NAILS @ EACH END @ <br />24" O/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.) E <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �_S5 <br />ADDITIONAL INFORMATION. <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" - 3'-0" <br />3'-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 1 Odx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />END JACK <br />1 V-0" MAX. <br />o <br />a. <br />Y CORNERJACK <br />w <br />Z <br />x <br />o <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />2x4 BLOCKING 2x4'7 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" 0.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 />(2) 2"x8" "L" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />� <br />---- <br />C� <br />0 <br />o <br />0 <br />v <br />Z o <br />w <br />m o <br />v <br />o <br />' <br />0 <br />w <br />Q <br />T <br />I <br />o <br />T <br />o <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 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />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 />C <br />z_o <br />z� <br />z <br />at <br />C <br />Q) ) <br />4--d , , , <br />M o <br />�U — <br />V) <br />U <br />N M <br />LIJ <br />t— $ <br />C (O co <br />O o cli <br />z <br />U �i <br />tU-00 <br />cn o.I� <br />Q C" <br />rn Q o <br />BIDI <br />® <br />q 1p+� <br />o l� V <br />- <br />�. S.� <br />`� <br />I <br />_ <br />LL, L d. <br />lL <br />w• <br />m �y) <br />•° <br />To the best of the Engineerpglggt jq i n, and <br />belief, the structural plans and spec contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />Z fV <br />0 1� <br />> �n O <br />M <br />a U Lr) <br />a cn•L� <br />Ln <br />< LL <br />C� U Q� <br />a <br />Z E" <br />WJ <br />C:) <br />oZ <br />w� <br />Zaa <br />waaa <br />UZgo <br />Z Z LU � <br />00� <br />(Y � J <br />a�&a <br />ZZo <br />�) <br />vl' ) <br />¢ U <br />f Z <br />0 <br />g <br />L42 <br />fu <br />M <br />L— <br />Q <br />Z <br />� <br />O <br />(n <br />0 <br />w <br />Z <br />0 <br />J <br />v� <br />X ,e U <br />LL <br />zaod <br />wsZ¢ <br />�¢a <br />Z <br />N <br />o <br />Z <br />W <br />Lf) <br />LJ.j <br />° <br />� < R o <br />J <br />rl <br />(L <br />2: <br />cn H <br />uZw� U <br />Y Q <br />M <br />Z <br />aaZ <br />Ln <br />Z <br />M< <br />mz <br />W <br />o <br />� <br />x <br />� <br />g <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAND <br />VERSION NO, 10 <br />SHEET NO. <br />S5 <br />4- <br />