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■ I I I I I _ I I 1 _l!l f I -- -1 11 1 1 1 l_ e __ _ -L I 1 - 11 I ! I I <br />— — — — —I <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />TRUSSES @ <br />EDGES OF 2x4 CROLB <br />SHEATHING APPROX. 8" FROM <br />TYPICAL @ RIDGE FASTENED AT <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)10d TOE NAILS @ <br />EA. END @ 48" O.C. <br />TOENAIL W/ (2) 16d NAILS <br />2"x4" OUTLOOKER <br />@24"0C <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />NAILING SCHEDULE FOR \7 USP RT16 OR EQUAL @ <br />SHEATHING DETAIL <br />EA. OUTLOOKER <br />2"x4" <br />OUTLOOKER <br />@ 24" O.C. <br />.. <br />45° ± <br />24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />USP RT16 OR <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d <br />EQUAL @ EA. <br />ROWS OF TRUSSES @ <br />3"@ 24" 0/C. CMID <br />OUTLOOKER <br />EDGES OF <br />HEIGHT <br />' <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />AT LEAST 90% OF WEB <br />@ 8'-0" 0/C. <br />EXTEND LEAST 90% OF <br />@ <br />2x4 CROSS BRACE <br />WEB LENGTH &NOTCH @ <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />TABLE) <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />USP RT3A WITH 8-8d <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />FROM LEDGER TP <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />7/16" OSB SHEATHING <br />THROUGH CHORD <br />INTO 2"4" P.T. PLATE <br />CORD ATTACHED W/ (2)16-d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />ATTACHED W/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FIELD <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />"J" <br />NOTCH "L" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" BOLT @ 48" O.C. <br />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, <br />INSTALLED PER MANUF. <br />PLATE SPLICES W/ 3/16"x2" PLATE WASHER <br />USP HTA20 @ EA. TRUSS <br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" <br />MOISTURE BARRIER <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 />SECTION <br />TAPCONS, SECTION <br />STRAP MISSED VERTICAL <br />1 <br />2 <br />WEB; USE <br />MSTAM36 ON OUTSIDE SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />SEE STRUCTURAL <br />NOTES AND NAILING BACKNAIL W/ (2)16d NAILS <br />SCHEDULEFOR <br />SHEATHING DETAIL 2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />SEE STRUCTURAL- <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 />2x4 CROSS BRACE APPROX. <br />APPROX. 8" FROM <br />• USP <br />8" FROM RIDGE FASTENED AT <br />D AT <br />ED RIDGE FASTEN <br />SPT4 @ EA. <br />EACH JOINT W/ (2) 10d & (2) <br />EACH JOINT <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 "T" 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 LL) <br />SCALE: N.T.S. S'J <br />REFER TO DETAIL J <br />BACKNAIL W/ (2) 2x4 OUTLOOKER <br />ON SHEET S5 FOR <br />SEE STRUCTURAL <br />16d NAILS <br />@ 24 0/C <br />X-BRACING, AND TOP <br />r co "' ' <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />to <br />FOR <br />B K ING FOR <br />SP HGAM10 W/ (4) <br />INFORMATION <br />00 � <br />SHEATDULE <br />HING DETAIL <br />USP RT16 OR <br />FIRST FOUR ROWS <br />4"x1-3/4" WEDGE <br />EQUAL @ EA. <br />OF TRUSSES @ <br />OLTS & (4) SDS 1/4" <br />1 1 1/ " <br />2"x4"CROSS BRACE <br />OUTLOOKER <br />24" MAX. EDGES OF <br />1 1/2" SCREWS <br />WOOD TRUSSES <br />00 00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />1 12" 1 1 2" „ <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />GABLE TRUSS <br />-- <br />-- TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />/� <br />`�L�11�' <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ 1 ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW <br />() (3) 2 x 6' LAMINATIONS W/ (2) ROWS OF <br />@ 48" (4) FOR THE <br />FIRST (4) ROWS OF <br />(2) 16d NAILS <br />W/ 1OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />KIN <br />2x4 BLOCKING @ 24" <br />2x4O/C L <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />2 <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 />JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br /><< SEE PLAN FOR <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 />CONNECTION <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 />AS SHOWN 3-PLY) <br />2x4 "T" ON TOP OF PANEL <br />L <br />OF THE LAST LAMINATION (SPACE FOR <br />BLOCKING, FASTEN WITH <br />2X4 BLOCKING W/ .. <br />1063" @ 4" 0/C <br />(2) 12d TOENAILS . <br />EXT. WALL CONN. <br />@ <br />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 <br />LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D <br />B.U.C. SAME NUMBER OF ROWS SAME SPACING <br />� � ) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION <br />g �- <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />11I�►I@iIIL���J <br />:ROSS BRACING PRE-ENGINEERED <br />3EE PLAN FOR WOOD TRUSSES <br />OCATIONS) 10dx3" O/C @ <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />I CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />g5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />J- ------- 11L.._ <br />------- __11 7, 1 <br />=1_71F�AE <br />L o..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 />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 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 />8d @ 6"0/C <br />WOOD TRUSSES <br />USP HGAM10 W/(4)-3/16"xl-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 />@ 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. 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 />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. <br />S5 <br />2 x 4 BLOCKING W/(2)10d <br />TOE NAILS @ EACH END @ <br />24" O/C (TYP) <br />a <br />BRACING W/(3)10d x 3" @ _ <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />]IN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 , <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 <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" BRACES <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />wU' <br />--- <br />----w <br />— <br />— <br />— <br />— <br />wU' <br />0 <br />o <br />:;T <br />O <br />0 <br />W 4 <br />m o <br />o <br />� <br />o <br />g <br />o <br />o <br />X <br />¢ <br />� <br />v <br />I <br />w <br />Ci <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"x6" (U.N.0.) <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 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 />y� <br />0 <br />a <br />Y CORNERJACK <br />w <br />z <br />Ir <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 />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 />(D to <br />zM <br />—0 <br />Q <br />U) Z <br />Q) cn <br />4--i w <br />0 w <br />H <br />0 <br />o 0 <br />U <br />a)M <br />w <br />8 <br />0) co <br />N Cl) <br />m -0 co <br />OLL000 <br />= <br />-, U a <br />0 <br />Y <br />Q rn <br />LO O � <br />6< 6 <br />A1 <br />N `cam" ll t <br />f <br />go <br />'`J <br />z <br />w <br />a <br />laz a to rn .r i^ <br />Q <br />t2 <br />cc <br />-�� or �' L <br />. <br />�1P"'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 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 <br />0r� <br />(n M O <br />Q 0 Ln <br />z <br />2 <br />2: (n b <br />a iJ LL Ln <br />C)- ` M <br />°C v a <br />Q �00 <br />Z <br />W O <br />W J� <br />d' <br />J <br />Z <br />ce0 <br />zaa <br />Ea <br />W< owof <br />W <br />Z <br />w <br />J <br />was <br />U)zz <br />0 <br />z <br />'a <br />Q <br />rru <br />Q <br />o <br />0 <br />Q <br />U <br />I, ^1 <br />V/ <br />r <br />V <br />Z_ <br />�J <br />is <br />o LI. <br />0 <br />f <br />O <br />U <br />W�U�uaE8a <br />N <br />g�oa <br />wo <br />Z <br />ga <br />W <br />N <br />o <br />C6� <br />J <br />Ln <br />,--I <br />lil <br />Q <br />� <br />Z <br />QQg Z o <br />w� <br />Z <br />U')Q <br />cV <br />T.� <br />Z <br />Z <br />t <br />D <br />�z <br />o <br />o <br />i`� <br />g <br />w <br />a f <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FFLORES <br />VERSION NO. 10 <br />SHEET NO. <br />S5 <br />