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SEE STRUCTURAL <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />NOTES AND NAILING BACKNAIL W/ (2) i6d NAILS <br />2x4 BLOCKIN 2x4 "T" BLOCKING <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SCHEDULE FOR <br />@ 48" O.C. 16d NAIL <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 />@ <br />"L" BRACE <br />�4Z- <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />„ p <br />- SEE <br />ATTACH.D <br />BLOCKING FOR <br />OUTLOOKER <br />ELEVATIONS)AL <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />10d NAILS @ <br />FIRST FOUR <br />@ 24" O.C. <br />SEE STRUCTURAL <br />16d NAILSTYPICAL <br />ROWS OF <br />45• t 24" MAX. <br />TOP CORD BLOCKING 45•1 <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />TOP CORD <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 />BLOCKING FOR <br />GABLE TRUSS WEB <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 />USP RT16 OR <br />FIRST FOUR ROWS <br />DOUBLE "L" BRACING DETAIL 5 <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />"L" <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />EQUAL EA. <br />EQUALOUTLOOUTLOOKER <br />OF TRUSSES <br />24" MAX. EDGES SS @ <br />OF <br />SCALE: N.T.S. S5 <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />EXTEND LEAST 90% OF <br />@ <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />2x4 "T" BLOCKING <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ AT LEAST 90% F WEB <br />() <br />@ 8'-0" 0/C. USP 8" FROM RIDGE FASTENED AT <br />2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />EA. END 48" O.C. <br />@ <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />CHORD (SEE <br />( <br />STUD <br />10d TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />10d & (2) 10d TOE <br />AT LEAST 90% OF WEB <br />2x4 BLOCKING @ <br />2x6 P.T. GABLE TRUSS <br />SILL <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) 10d <br />TABLE) <br />USP RT3A WITH 8-8d <br />2X6 FRAMED WALL -SEE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />• <br />1/2" CDX PLYWOOD OR <br />7/16" 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" O.C. N111\ <br />— —� <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />7/16" OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALLBOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />ATTACHED W/ 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 />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <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 />O.C. FIELD <br />(2) 16d NAILS <br />SINGLE ��L�� BRACING DETAIL <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />ATTACHED W/ 10d NAILS7 <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />6 <br />SCALE: N.T.S. S5 <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING <br />W/ (2)16-d TOENAILS 2x4 TOP PANEL <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 />BLOCKING, FASTEN WITH <br />C IN FASTEN <br />10dx3" @ 4" O/C <br />DIAPHRAGM <br />FASTEN WITH 10dx3" 4" O/C SPACED <br />@ <br />INSTALLED PER MANUF. <br />" p <br />2 x6 P.T. SILL <br />fl p <br />NOTCH L BRACE HERE <br />OF TRUSSES FROM EA. END <br />2x4 'T' ON TOP OF PANEL <br />' <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 />SP HGA10 @ 36° <br />48" O/C <br />MOISTURE BARRIER <br />USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. <br />INSTALLED PER MANUF. <br />W/ (2)16-d TOENAILS <br />10dx3" @ 4" O/C <br />O.C. <br />GABLE TRUSS <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 A18 STRAIGHT STRAP @ 4 -0 <br />MOISTURE BARRIER <br />2x4 LEDGER (MATCH BOTTOM <br />DBL. TOP <br />PLATE STUD WALL <br />TRUSS VERTICAL <br />0/C ALIGNED WITHH GABLE WEB. ATTACH TO TRUSS <br />CHORD SLOPE OF ADJACENT <br />(SEE TYP. SEC.) <br />VERT. WEB (24" O/C MAX.) <br />VV7-10dxl 1/2" AND TO MASONRY W/ 3) 3/16"x 21/4" <br />( <br />TRUSS) <br />USP SPT24 @EACH <br />STUD <br />(2) 2"x8" "L" BRACE <br />NOTE: IF EMBEDDED <br />TAPCONS. <br />SECTION <br />FASTENED WITH (3) <br />16d PER SIDE <br />STRAP MISSED VERTICAL SECTION <br />2 <br />SECTION 3 <br />SECTION <br />4 <br />WEB; USE <br />SCISSOR GABLE "T" BRACE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />2x4 OUTLOOKER <br />8d 6"0/C <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />20'-0" MAX <br />CONTINUOUS BOTTOg CHORD BRACING 2X4 MIN, <br />REFER TO DETAIL J 1 SEE STRUCTURAL 1B6d NAILS W/ (2) @ @ TOE NAILS <br />@ EACH END <br />ON SHEET S5 FOR � r 24 0/C WOOD TRUSSES @ @ <br />X-BRACING, AND TOP " NOTES AND NAILING TOP CORD <br />N M 24" O/C (TYP) <br />SCHEDULE FOR BLOCKING FOR <br />SP HGAM10 W/ (4) CHORD BLOCKING So 00 x A <br />4"x1-3/4" WEDGE INFORMATION SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS <br />LTS & (4) SDS 1/4" 1 1 1 •. i EQUAL @ EA. OF x <br />2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDG S OFES @ <br />1 1/2" SCREWS WOOD TRUSSES 'O ;o eo APPROX. 8" FROM SHEATHING TYP. <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING 1 1 " EACH JOINT W/ (2) AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />,ur GABLE TRUSS z <br />-- "- TRUSS SPANS 1/2" CDX PLYWOOD OR 7/16" a <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING OSB SHEATHING ATTACHED <br />AT EA. TRUSS JOINT (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 @48" O/C FOR THE (2)16d NAILS BRACING W/(3)10d x @ _ <br />FIRST (4) ROWS OF WI 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O// C <br />G @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"xl-3/4" <br />2x4 BLOCKIN <br />O/C L 2 KIN (D = 0.148 , L = 31 OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207 , L = 41/21 OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4 x 1 MOISTURE BARRIER <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS BOND BEAM <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL <br />a <br />l <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL <br />2x4 "T' ON TOP OF PANEL­/ARCHITECTUNOTE:RAL FINISH 1 SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP &BOTTOM CHORD <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ <br />10dx3" @ 4" 0/C (2)12d TOENAILS _ • 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR <br />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON -LOAD BRACT GPROVIDED BRACING MAY BE USED IN PLACE OF T EXTENDS OVER AT PERMANENT <br />ST T THE WEB. FIRST (4) ROWS OF TRUSSES <br />NON -LOAD BEARI G LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION BEARING LOCATION . <br />SEE TYP. WALL SECTION FOR SCALE:3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS H 9 UNEVEN CLG) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L <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. SS <br />S5 ADDITIONAL INFORMATION. <br />SCISSOR TRUSS <br />4 45° 2"x4" OUTLOOKER @ 24" 12 <br />O.C. W/ (2110d PER JOINT 6.91 MAX. <br />MINIMUM 2x OVERLAP TRUSS BRACING <br />CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />(SEE PLAN FOR 10dx3" O/C WOOD TRUSSES <br />p <br />LOCATIONS TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />ill <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 />ALTERNATE NON -DROP <br />CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING ) "L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING <br />SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS <br />CROSS BRACING DETAIL rj-,� TRUSS BRACING OVERLAP DETAIL rM 2) A BRACE TO BE FASTENED TO GABLE STUD WITH 1odx3" NAILS @ 4" 0/C. <br />SCALE: N.T.S. SS SCALE: N.T.S. SS 3) SEE 6/S5 FOR MORE INFO. <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />Sty <br />"L" BRACE W/ 10d @ 4" O.C. 12 3 <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) 6.9 MAX. <br />6.9 MAX. "L" BRACE W/ 10d @ 4' O/C <br />5 (SEE SCHEDULE FOR SIZE <br />5 AND LOCATION) <br />S5 <br />BLE TRUSS <br />6 <br />LL <br />6 S5 <br />S5 <br />,.. , T ..[7:L I L-1 <br />- <br />,Q. <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 />010" - 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 />S5 <br />12 DOUBLE TOP PLATE <br />6.9 MAX. <br />2X4 LEDGER <br />USP LSTA 18 <br />-STUDS @ 16" O.C. <br />LNG DBL. TOP PLATE USPHGAIO(TYP.) � EACH STUD <br />STUDS@16"O.C. USP SPT24 <br />CONT. BEARING HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL <br />GABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. <br />MEAN WALL` HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION <br />END JACK <br />« <br />1 V-0" MAX. <br />yGo <br />LU <br />a <br />(7 <br />a <br />CORNERJACK <br />Y <br />« <br />W <br />Z <br />iY <br />0 <br />U <br />C� <br />Z � <br />— o <br />Z <br />Z <br />Q <br />Z <br />) 0 <br />'' <br />Q) u) <br />w <br />0 w <br />o <br />m <br />� U <br />w <br />U <br />�M <br />c m M <br />O o0 <br />U " <br />'S LL <br />0 <br />N a� <br />,n ov <br />o <br />A , <br />B D. <br />NCBwDC <br />0 <br />4' ar <br />0 Go <br />W �QaU, <br />M E tl -.9- <br />To the best of the Engineer's knowledge, information, <br />onand <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 />Z NO <br />0 � N <br />(n15� <br />�>-tU.)MO <br />Q�'mv_�n <br />a � .L ON <br />L- LL <br />Q Ln <br />CL ^ <br />I- . <br />�vf°ao <br />z <br />Q <br />E <br />z <br />Z <br />WJ 0 <br />J <br />oz <br />za <br />f� <br />zd g4g�' a <br />�zUO <br />>S <br />Cn <br />fZ <br />Z <br />0 <br />r>3 <br />M <br />F- <br />LLj <br />U <br />- <br />z <br />W <br />OZ <br />Igg <br />`11 <br />W J <br />Z <br />A <br />N <br />N <br />ogw <br />UJI <br />In <br />ao <br />~ <br />�Z�i <br />in <br />Z <br />u�o <br />Z <br />Z <br />j�z <br />m <br />^ <br />g <br />W <br />� <br />Z <br />o <br />� <br />f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />S5 <br />