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USP HGAM10 W/ (4
<br />1/4"A-3/4" WEDGE
<br />BOLTS & (4) SDS 11
<br />x 1 1/2" SCREWS
<br />SEE STRUCTURAL NOTES AND
<br />NAILING SCHEDULE FOR
<br />SHEATHING DETAIL
<br />TOP CHORDOR
<br />BLOCKING F
<br />FIRST FOUR
<br />ROWSOF
<br />TRUSSES @
<br />, R
<br />EDGES OF 2x4 CROSS BRACE
<br />SHEATHING APPROX. 8" FROM
<br />48" O.C. EACH JOINT W/ (3) 10d
<br />TYPICAL @ RIDGE FASTENED AT
<br />MAX. & (2)10d TOE NAILS @
<br />EA. END @ 48" O.C.
<br />TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS
<br />2"x4" OUTLOOKER NAILING SCHEDULE FOR
<br />" O.C. USP RT1 6 OR EQUAL @
<br />@ 24 SHEATHING DETAIL
<br />7 EA. OUTLOOKER 2"x4"
<br />.4 UTLOOKER
<br />f
<br />45' t
<br />24" MAX.
<br />45':,
<br />TOP CORD BLOCKING 451±
<br />4(
<br />2X4 CONT"L" BRACE
<br />-
<br />\-USP RT16 OR
<br />FOR FIRST FOUR
<br />�Sj
<br />FASTENED W/ (2) 1 Od
<br />F
<br />EQUAL @ EA.
<br />ROWS OF TRUSSES @
<br />3
<br />3"@ 24" O/C. CMID
<br />OUTLOOKER
<br />EDGES OF
<br />HEIGHT
<br />/-"L" BRACE TO EXTEND
<br />X4 KI KERN
<br />SHEATHING TYP. 2X4 KICKER
<br />2x8 SYP#2 1" BRACE TO
<br />EXTEND @ LEAST 90% OF
<br />AT LEAST 90% OF WEB
<br />@ 8,_OF
<br />O/C.
<br />2x4 CROSS BRACE @ 8'-0.' O/C.
<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 PL YWOODOR
<br />EACHJOINTW/(2) 10d
<br />USP RT3A WITH 8-8d
<br />7/16" OSB SHEATHING
<br />& (2)10d TOE NAILS @
<br />KN, Z*
<br />FROM LEDGER TP
<br />ATTACHED W/ 10d
<br />EA. END
<br />BLOCKING
<br />NAILS @ 6" O.C. EDGES
<br />GYPSUMWALLBOARD
<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 />1 OdX3' @ 3" O/C
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />7
<br />7/16" OSB SHEATHING
<br />6-
<br />1
<br />THROUGH CHORD
<br />CORD ATTACHED W1 (2) 16-d TOENAILS
<br />ATTACHED W/ 10d NAILS
<br />INTO 2"4" P.T. PLATE
<br />2"X4" LEDGER (MATCH BOTTOM CHORD
<br />@ 6" O.C. EDGES AND 12"
<br />2w,r ON TOP OF PANEL BLOCKING,
<br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED
<br />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 />NOTCH "U'BRACE HERE
<br />MOISTURE BARRIER
<br />5/8" x 10" "J" BOLT @ 48" O.C.
<br />WEEP SCREED
<br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 611 FROM
<br />USP HTA20 OR EQ. @ V-0" O.C. TYPICAL.
<br />INSTALLED PER MANUF.
<br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
<br />ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0"
<br />MOISTURE BARRIER
<br />USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
<br />VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4"
<br />NOTE: IF EMBEDDED TAPCONS,
<br />STRAP MISSED VERTICAL
<br />WEB; USE SECTION SECTION r2
<br />SCALE: N.T.S.
<br />MSTAM36 ON OUTSIDE SCALE: N.T.S. � �5
<br />REFER TO DETAIL J -71
<br />N SEE STRUCTURAL —
<br />ON SHEET S5 FOR
<br />Cn x
<br />X-BRACING, AND TOP NOTES AND NAILING
<br />CHORD BLOCKING z SCHEDULE FOR
<br />;o 00 SHEATHING DETAIL
<br />INFORMATION
<br />2"x4"CROSS BRACE
<br />WOOD TRUSSES
<br />00 00 APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />2A RAT RUN BRACING EACH JOINT W/ (2)
<br />AT 24" O.C. ON TOP OF 10d & (2) 10d TOE
<br />BOTT. CHORD FOR 4 NAILS @ EA. END
<br />TRUSSSPANS
<br />ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING
<br />AT EA. TRUSS JOINT @ 48" O/C FOR THE
<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 />FIRST (4) ROWS OF
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
<br />2X4 BLOCKING @ 24" TRUSSES FROM EA.
<br />O/C W/ 2 - 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP &
<br />TOENAILS @ EA. END
<br />NOTES: BOTTOM ATTACHED
<br />4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES W/ (2) 16-d TOENAILS
<br />MASONRY WALL 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 />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />EXT. WALL CONN. 9 —
<br />1, t, COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />NON — LOAD BEARIN LOCATION 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 r8
<br />ADDITIONAL INFORMATION.
<br />1INIMUM 2x
<br />;ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />(2) 16d PER
<br />JOINT
<br />im vwwww i wiv, w, 2"
<br />4" MIN. SEE MIS5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />2"X4" OUTLOOKER @ 24"
<br />O.C. W/ (2) 1 Od PER JOINT
<br />1 Odx3" O/C
<br />TOENAIL-) 6" O/C
<br />W/ (2) 16d TYPICAL
<br />NAILS
<br />ALTERNATE NON —DROP
<br />GABLE END DETAIL
<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 />SCALE: N.T.S.
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />SEE STRUCTURAL-----\
<br />NOTES AND NAILING
<br />BACKNAIL W/ (2) 16d NAILS
<br />SCHEDULEFOR
<br />SHEATHING DETAIL
<br />2x4 OUTLOOKER @ 24"
<br />O.C. (OPTIONAL - SEE
<br />ELEVATIONS)
<br />1-1
<br />SEE STRUCTURAL —
<br />TOP CORD BLOCKING
<br />USP RT16 OR EQUAL @
<br />ODOUBL
<br />NOTES AND NAILING
<br />FOR FIRST FOUR ROWS
<br />124" MAX. EA. OUTLOOKER
<br />SCHEDULE FOR
<br />OF TRUSSES @ EDGES
<br />SHEATHING DETAIL
<br />OF SHEATHING TYPICAL
<br />UBLE TOP PLATE
<br />2"A" CROSS BRACE
<br />ROSS 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 />7
<br />2X6 FRAMED WALL - SEE
<br />NAILS @ EA. END
<br />LL SECTION FOR SPACING
<br />///-Z
<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 />I
<br />Tw�
<br />k
<br />(2) 16d NAILS
<br />BOTTOM ATTACHED
<br />I
<br />W/ (2) 16-d TOENAILS
<br />2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING
<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 1 Odx3" @ 4" O/C
<br />2x4 LEDGER (MATCH BOTTOM
<br />CHORD SLOPE OF ADJACENT
<br />TRUSS)
<br />SECTION LL
<br />SCALE: N.T.S.
<br />\�5
<br />BACKNAIL W/ (2)
<br />16d NAILS
<br />2x4 OUTLOOKER
<br />@ 24" O/C
<br />F
<br />TOPCORD
<br />BLOCKING FOR
<br />8d @ 6"O/C -
<br />WOOD TRUSSES
<br />1
<br />DT
<br />I I
<br />I -
<br />USP RT16 OR
<br />FIRST FOUR ROWS
<br />EQUAL @ EA.
<br />OF TRUSSES @
<br />OUTLOOKER
<br />24"MAX. EDGESOF
<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 />(2) 16d NAILS
<br />OSB SHEATHING ATTACHED
<br />W/ 1 Od NAILS @ 6" O.C.
<br />SAND 12" O.C. FIELD
<br />USP HGAM10 W/(4)-3/16"A-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 />2x4'7 ON TOP OF PANELj LL!i
<br />L 2X4 BLOCKING W/
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C (2) 12d TOENAILS
<br />SECTION
<br />SCALE: N.T.S.
<br />MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL
<br />GABLE END BRACING DETAIL
<br />SCALE: N.T.S
<br />6"
<br />OVERLAP
<br />M
<br />S5
<br />BRACE W/ 1 Od @ 4- O/C
<br />3EE SCHEDULE FOR SIZE
<br />NND LOCATION)
<br />SCALE: 314"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />BACKNAIL W/ (2)
<br />16d NA L
<br />TOPCORD
<br />-17
<br />BLOCKING FOR
<br />USP RT16 OR
<br />FIRST FOUR ROWS
<br />EQUAL @ EA.
<br />-
<br />OF TRUSSES @
<br />OUTLOOKER
<br />EDGES OF
<br />SHEATHING TYP.
<br />BRACE TO EXTEND
<br />rl"
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />ABLE 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 />- - -
<br />�-2x4 "T"ON TOP OF PANEL
<br />I I
<br />BLOCKING, FASTEN WITH
<br />1 0dx3" @ 4" O/C
<br />SP 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 />SCALE: N.T.S.
<br />1,,,15�
<br />2 x 4 BLOCKING W/(2) 1 Od
<br />TOE NAILS @ EACH END @
<br />24" O/C (TYP)
<br />\,-BRACING W/(3) 1 Od x 3" @
<br />EACH CONN. @ 24" O/C
<br />_MOISTURE BARRIER
<br />---BOND BEAM
<br />MASONRY WALL
<br />7ARCHITECTURAL 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 />1" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />"Ll' BRACE
<br />(1) 2"x4" (U.N.O.)
<br />H
<br />"L BRACE
<br />2"4" (U.N.O.)
<br />"L" BRACE
<br />24-1
<br />0'01' - T-011
<br />T-O" - 6.0"
<br />6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2"X8" #2 S.P.F. @ EACH VERTICAL AND
<br />(2) 2"W' FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />NOTE:
<br />1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />@ EACH STUD
<br />ENDJACK
<br />1 V-101" MAX.
<br />Cr
<br />CORNERJACK
<br />UJI
<br />z
<br />Er
<br />0
<br />HIP FRAMING REFERENCE PLAN
<br />z
<br />LU
<br />20'-0" MAX
<br />"X" BRACE SEE DET. JIS5
<br />2x4BLOCKI:NG-,,,,,, 2x4"T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED W/
<br />7fl
<br />LISS WEB
<br />GABLE TR
<br />DOUBLE 1" BRACING DETAIL
<br />SCALE: N.T.S.
<br />2x4'7"BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />--16d NAIL
<br />1" BRACE ATTACHED —
<br />W1 1 Od NAILS @ 4"
<br />TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAIL/"" _6
<br />-
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C
<br />GABLETRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" "U'BRACE
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />AS PER HIB 91 SCALE: N.T.S.
<br />20'-0" MAX
<br />ONTINUOUS Borro� CHORD BRACING 2X4 MIN.
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<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 />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 />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
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<br />TO the best ofthe Engi Wi
<br />belief, the structural p ns and IS 001, e
<br />within these drawings comply with the Florida Building
<br />er's sign
<br />C de5th Edition (2014) Residential. Engine ature
<br />ao
<br />nd sea[ is only for the structural engineering portions of
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<br />SCALE AS NOTED
<br />PLOT DATE 12/7/2012
<br />TECH: IFFLORES
<br />VERSION NO.
<br />106
<br />JOB NO: 17-4138
<br />SHEET NO.
<br />S5
<br />
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