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L I I '1 II 11 O,► 1 111 1II' 'RnT! 111'1_I 'I 1! 11 1 1 1 11 _ I --I _ ! I <br />11 A <br />SP HGAM10 W/ (4 <br />4"x1-3l4" WEDGE <br />LTS & (4) SDS 1/ <br />1 1/2" SCREWS <br />SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d <br />NAILS <br />NAILING SCHEDULE FOR <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />SHEATHING DETAIL @ 24 OUTLOOKER <br />@ 24" O.C.7 <br />NAILING SCHEDULE FOR <br />USP RT16 OR EQUAL @ <br />TOP CHORD <br />SHEATHING DETAIL <br />EA. OUTLOOKER 2"x4" <br />BLOCKING FOR <br />OUTLOOKER <br />FIRST FOUR <br />; x - <br />ROWS OF 45° t <br />24" MAX. <br />TOP CORD BLOCKING 45°+ 2X4 CONT"L" BRACE <br />TRUSSES @ <br />USP RT16 OR <br />FOR FIRST FOUR FASTENED W/ (2)10d <br />EDGES OF 2x4 CRO BRACE <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF HEIGHT <br />TYPICAL @ RIDGE FASTENED AT <br />„ „ <br />L BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />AT LEAST 90% OF WEB <br />@ 8'-0" O/C. EXTEND @ LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE WEB LENGTH &NOTCH @ <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM BOTTOM CHORD (SEE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT TABLE) <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ FROM LEDGER TP <br />— _j <br />ATTACHED W/ 10d <br />EA. END BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALLBOARD GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR <br />10dX3" @ 3" 0/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING <br />7 <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS <br />INTO 2"4" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD L @ 6" O.C. EDGES AND 12" <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL NOTCH "L" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. <br />PLATE SPLICES W! 3/16"x2" PLATE WASHER <br />USP HTA20 @ EATRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER <br />. <br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS <br />VERT. WEB (24" O/C MAX.) <br />W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" <br />NOTE: IF EMBEDDED <br />TAPCONS. SECTION <br />STRAP MISSED VERTICAL SECTION <br />2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 <br />SCALE: N.T.S. S5 <br />REFER TO DETAIL J <br />F <br />f <br />SEE STRUCTURAL— <br />ON SHEET S5 FOR <br />r <br />°' <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />N <br />SCHEDULE FOR <br />CHORD BLOCKING <br />Z °° <br />SHEATHING DETAIL <br />INFORMATION <br />1 1 1/ ". <br />2"x4"CROSS BRACE - <br />WOODTRUSSES <br />Co 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 />tZ <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W! 2 <br />2x4 PANEL BLOCKING <br />-16d <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 />FOR THE <br />FI 48" 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 />2x4 BLOCKING @ 24" <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 />0/C W/ 2 -16d <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 IN ORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON -LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 <br />ADDITIONAL INFORMATION. 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 @ 2"x4' <br />TOENAIL-)6" O/C RUN <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 K,_J <br />SCALE: N.T.S. S5 <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 />12 1K (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />OVERLAP TRUSS BRACING <br />SEE STRUCTURAL — <br />NOTES AND NAILING <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL W/ (2) 16d NAILS <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL <br />— <br />TOP CORD BLOCKING <br />USP RT16 OR EQUAL @ <br />NOTES AND NAILING <br />FOR FIRST FOUR ROWS <br />4" MAX. EA. OUTLOOKER <br />SCHEDULE FOR <br />OF TRUSSES @ EDGES <br />SHEATHING DETAIL <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />Z <br />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />• USP <br />8" FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />SPT4 @ EA. <br />EACH JOINT W/ (2)10d & (2) <br />EACH JOINT W/ (2) <br />STUD <br />10d TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2X6 FRAMED WALL - SEE <br />NAILS @ EA. END <br />WALL SECTION FOR SPACING <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS <br />O.C. FOR THE FIRST (4) ROWS <br />OF TRUSSES FROM EA. END 2x4'7 ON TOP OF PANEL <br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH <br />W/ (2)16-d TOENAILS 10dx3" @ 4" O/C <br />2x4 LEDGER (MATCH BOTTOM <br />CHORD SLOPE OF ADJACENT <br />TRUSS) <br />SECTION 3 <br />SCALE: N.T.S. SrJ <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 />V2x4 "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 <br />(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" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB J <br />SINGLE "L" BRACING DETAIL/"-6 <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 <br />FASTENED WITH (3) <br />4�, <br />SECTION 16d PER SIDE <br />SCALE: N.T.S. ��5 <br />SCISSOR GABLE "T" BRACE 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />8d @ 6' /C <br />2 x 4 BLOCKING W/(2)10d <br />"X" BRACE SEE <br />DET. <br />J/S5 <br />CONTINUOUS <br />BOTTON <br />CHORD <br />BRACING 2X4 <br />MIN. <br />16d NAILS @ 24 O/C <br />WOOD TRUSSES <br />TOE NAILS @ EACH END @ <br />d <br />TOP CORD <br />24" O/C (TYP) <br />Q <br />w <br />1^x <br />BLOCKING FOR <br />— <br />— <br />_ <br />_ <br />CD <br />USP RT16 OR <br />FIRST FOUR ROWS <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OUTLOOKER <br />24" MAX. <br />EDGES OF <br />`� <br />o <br />SHEATHING TYP. <br />`r <br />"L" BRACE TO EXTEND <br />o <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />o <br />z <br />o <br />GABLE TRUSS <br />z <br />,w <br />d <br />1/2" CDX PLYWOOD OR 7/16" <br />a <br />— <br />m <br />c <br />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />BRACING W/(3)10d x 3" @ <br />_ <br />W/ 10d NAILS @ 6" O.C. <br />� <br />A / <br />- <br />---� <br />E ES AND 12" O.C. FIELD <br />USP HGAM10 W/(4)-3/16"x1-3/4" <br />0 <br />o <br />CD <br />JACK TRUSS <br />WEDGE BOLTS & (4) SDS 1/4" x 1 <br />MOISTURE BARRIER <br />SEE PLAN FOR <br />1/2" SCREWS <br />BOND BEAM <br />CONNECTION <br />— <br />— <br />Ll <br />MASONRY WALL <br />w <br />w7 <br />2x4 "T" ON TOP OF PANEL--J I L <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2) 12d TOENAILS .T <br />SECTION g J-- <br />SCALE: N.T.S. S5 <br />F'Kt-tN1JINttKtU <br />WOOD TRUSSES <br />AT LEAST TWO TRUSS SPACES <br />6" <br />OVERLAP <br />`- MINIMUM (2)16d PER JOINT '�- MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <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 />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATION CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />1" 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 />T-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 1063" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />@ EACH STUD <br />END JACK <br />1 V-0" MAX. <br />o <br />C7 <br />a. <br />✓,9 <br />c� <br />CORNERJACK <br />Y <br />Q <br />W <br />z <br />Cr <br />0 <br />U <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'-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 />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 />CO <br />zM <br />o <br />_ <br />Z tO <br />Z <br />Q <br />J <br />kii <br />d <br />Z <br />U)V) <br />t0 <br />Q) <br />4--J w <br />� p <br />w <br />O 0_1 <br />~ <br />0 <br />In <br />0 <br />~ <br />i� U <br />CO I­ <br />N M <br />w <br />t} E <br />p <br />LP — U <br />a m cM <br />m 't7 M <br />08. <br />« LL 00 <br />00 <br />^o <br />� Y <br />Qrn <br />CL <br />rnQo <br />A <br />B <br />, <br />D® <br />N C B D C <br />Illf/ <br />p "' <br />Z f�✓ <br />�f/7 <br />a u <br />.a <br />O N \ <br />m <. <br />�• Of t <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 <br />O ( I� <br />►>� re) O <br />M <br />U-) -p L0 <br />a V, <br />Q � LL <br />CL <br />oC U Q co <br />00 <br />Q <br />z igi E <br />Wc0 <br />O � <br />W JC:) <br />�Z <br />u, <br />2d <br />w z <br />UZgo <br />E"" <br />Z w U.,UU <br />�o <br />J <br />Occ: <br />Wu_o <br />U <br />L• <br />U) <br />O8 <br />tN <br />Z Z <br />x Z <br />r-i <br />� <br />Z <br />DC <br />Q <br />w <br />�3 <br />O <br />'01 <br />z <br />U <br />2 <br />0 <br />O O <br />ryoao <br />< <br />k <br />N <br />A <br />LL <br />og0a <br />Z w J <br />Q <br />~ <br />5Q2 � <br />Z <br />LZL.ILij <br />aQ� <br />LJ.1 <br />Z o <br />M <br />Q <br />Z <br />LU al- <br /><wz <br />Z <br />9z <br />0 <br />,\ <br />g <br />= <br />a o <br />w <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO" 10 <br />SHEET NO. <br />S5 <br />