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SEESTRUCTURAL —\
<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 CKNAIL W/ (2) 16d NAILS
<br />SCHEDULE FOR
<br />SHEATHING DETAIL
<br />2"x4" OUTLOOKER
<br />@ 24" O.C.
<br />7
<br />NAILING SCHEDULE FOR USP RT16 OR EQUAL @
<br />7
<br />SHEATHING DETAIL
<br />L
<br />f
<br />2x4 OUTLOOKER @ 24"
<br />TOP CHORDOR
<br />SHEATHING DETAIL EA. OUTLOOKER
<br />�
<br />2"x4"
<br />O.C. (OPTIONAL - SEE
<br />7
<br />BLOCKING F x
<br />x 4.
<br />�I N
<br />OUTLOOKER
<br />ELEVATIONS)
<br />FIRST FOUR
<br />@ 24" O.C.
<br />SEE STRUCTURAL -
<br />ROWS OF
<br />45'
<br />24" �MAX.
<br />15*± X
<br />TOP CORD BLOCKING --- 45*±
<br />2X4 CONT"L" BRACE
<br />TOP CORD BLOCKING
<br />USP RT1 6 OR EQUAL @
<br />DN
<br />TRUSSES @
<br />USP RT1 6 OR
<br />FOR FIRST FOUR
<br />FASTENED W/ (2) 1 Old
<br />FOR FIRST FOUR ROWS
<br />4" MAX. EA. OUTLOOKER
<br />SCHEDULE FOR
<br />EDGESOF 2x4 CROt� 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 />EDGESOF
<br />HEIGHT
<br />OF SHEATHING TYPICAL
<br />Im
<br />DOUBLE TOP PLATE
<br />2"x4" CROSS BRACE
<br />TYPICAL @ RIDGE FASTENED AT
<br />1" BRACE TO EXTEND
<br />X4K KERN
<br />SHEATHING TYP. I KER
<br />2x8 SYP#2 1" BRACE TO
<br />2x4 CROSS BRACE APPROX
<br />APPROX. 8" FROM
<br />48" O.C. EACH JOINT W/(3) 10d
<br />AT LEAST 90% OF WEB
<br />@ 8" 0', /C.
<br />@ 8,_O��O/C.
<br />EXTEND @ LEAST 90% OF
<br />USP
<br />8'FROM RIDGE FASTENED AT
<br />RIDGE FASTENED AT
<br />MAX. & (2)1 Od TOE NAILS @
<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 />1 Od TOE NAILS @ EA. END
<br />10d & (2) 10d TOE
<br />2x6 P.T.
<br />r_1 SS
<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 />WALL SECTION FOR SPACING
<br />7/16" OSB SHEATHING
<br />& (2)10d TOE NAILS @ Z=
<br />FROM LEDGER TP
<br />2x4 PANEL BLOCKING
<br />ATTACHED W/ 10d
<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 />W1 1 Od NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />I III I 1
<br />1 OdXT' @ 3" O/C
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />7/16" OSI3 SHEATHING
<br />L
<br />I I I�
<br />AND 12" O.C. FIELD
<br />�,-�(2)16c!NAILS
<br />END TYP. TOP &
<br />THROUGH CHORD
<br />CORD ATTACHED W1 (2) 16-d TOENAILS
<br />ATTACHED W/ 1 Od NAILS
<br />Dill
<br />\
<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"A
<br />2x4 BLOCKING
<br />W/ (2) 16-d TOENAILS
<br />2x4 "T" ON TOP OF PANEL RI OCK"
<br />WEEP SCREED
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />�v
<br />O.C. FIELD
<br />O.C. FOR THE FIRST (4) ROWS
<br />FASTEN WITH 1 0dx3" @ 4" O/C SPACED
<br />INSTALLED PER MANUF,
<br />�
<br />2"x6" P.T. SILL \\\NOTCH
<br />N\�
<br />1" 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 />WEEP SCREED
<br />TYP. TOP & BOTTOM ATTACHED
<br />BLOCKING, FASTEN WITH
<br />MOISTURE BARRIER
<br />W/ (2) 16-d TOE NAILS
<br />1 Odx3" @ 4" O/C
<br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM-
<br />TY
<br />USP HTA20 OR EQ. @ 6-10" O.C. TYPICAL.
<br />ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4'-0"
<br />ST
<br />INSTALLED PER MANUF.
<br />2x4 LEDGER (MATCH BOTTOM
<br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
<br />USP HTA20 @ EA. TRUSS
<br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
<br />MOISTURE BARRIER
<br />CHORD SLOPE OF ADJACENT
<br />VERT. WEB (24" O/C MAX.)
<br />W/7-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4"
<br />TRUSS)
<br />NOTE: IF EMBEDDED
<br />TAPCONS. SECTION
<br />STRAP MISSED VERTICAL SECTION
<br />SECTION
<br />LL
<br />WEB; USE SCALE: N.T.S.
<br />MSTAM36 ON OUTSIDE
<br />SCALE: N.T.S.
<br />\\, �5
<br />SCALE: N.T,S.
<br />REFER TO DETAIL J
<br />ON SHEET S5 FOR
<br />SEE STRUCTURAL-
<br />X-BRACING, AND TOP
<br />NOTES AND NAILING
<br />CHORD BLOCKING
<br />SCHEDULE FOR
<br />SP HGAM1 0 W/ (4)
<br />INFORMATION
<br />;o
<br />00
<br />SHEATHING DETAIL
<br />4"xl-3/4" WEDGE
<br />OLTS & (4) SDS 1/4"
<br />2"x4" CROSS BRACE
<br />11/2" SCREWS
<br />WOOD TRUSSES
<br />00
<br />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 />1 Od & (2) 1 Od TOE
<br />CHORD FOR 4
<br />NAILS @ EA. END
<br />--KBOTT.
<br />TRUSS SPANS
<br />ATTACHED W/ 2 - 16d
<br />x
<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 />2x4 BLOCKING @ 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 W/ 2 - 16d
<br />(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
<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 5 1/2" 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.
<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 BEARAG
<br />LOCATION
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: 3/4" = V-0" S5
<br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8�
<br />ADDITIONAL INFORMATION,
<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) 1 Odx3" 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
<br />RUN
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />GABLE TRUSS
<br />1" BRACE W/ 1 Old @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />6.9 1 MAX. AND LOCATION)
<br />S5
<br />S5
<br />I - I� - - - , - 1 , , - . " 1I.- �, -11, - , " -, 11'. - , ., -II. -. I
<br />X--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 />BACKNAIL W/ (2) 2x4 OUTLOOKER
<br />F16d NAILS
<br />F
<br />—F 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 />1" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />SS
<br />/;1/2" CDX PLYWOOD OR
<br />7116" OSB SHEATHING
<br />ATTACHED W/ 1 Od 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 />1 Odx3" @ 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 />r4
<br />SCALE: N.T.S.
<br />�5
<br />2 x 4 BLOCKING W/(2) 1 Od
<br />TOE NAILS @ EACH END @
<br />24" OIC (TYP)
<br />\-BRACING W1(3) 1 Od x 3" @
<br />EACH CONN. @ 24" O/C
<br />\_MOISTURE BARRIER
<br />\-BOND BEAM
<br />--�I:- MASONRY WALL
<br />�ARCHITECTURAL FINISH
<br />EXT. WALL CONN. @ NON - LOAD
<br />BEARING LOCATION (UNEVEN CLG.) rE
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �� S5
<br />ADDITIONAL INFORMATION.
<br />1" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />1" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />"L" BRACE
<br />2"4" (U.N.O.)
<br />1" BRACE
<br />24"
<br />0'0" - T-10"
<br />T-O" - 6'-0"
<br />6'-0" & GREATER
<br />SCISSOR GABLE - (1) 211x8" #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 />SCALE: N.T.S.
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />BACKNAIL W/ (2) 2x4 OUTLOOKER
<br />F16d
<br />NAILS F@ 24" O/C
<br />TOPCORD
<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 />-1" 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 />l--r)Qp 4zwr=ATPwr-, ATTArprn
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />(2) 16d NAILS W/ 1 Od NAILS @ 6" O.C.
<br />AND 12" O.C. FIELD [USP HGAM10 W/(4)-3/16"x1-3/4"
<br />JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1
<br />��SEE PLAN FOR 1/2" SCREWS
<br />CONNECTION
<br />2x4 "T" ON TOP OF PANEL-J
<br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/
<br />1 0dx3" @ 4" O/C (2) 12d TOENAIL
<br />SECTION r9
<br />SCALE: N.T.S. ���5
<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 rM
<br />SCALE: N.T.S. � S5
<br />"L" BRACE W/ 1 Od @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />@ EACH STUD
<br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />ENDJACK
<br />1 V-0" MAX.
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<br />CORNERJACK
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<br />HIP FRAMING REFERENCE PLAN
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<br />20'-0" MAX
<br />"X" BRACE SEE DET. J/S5
<br />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />1" BRACE -
<br />ATTACHED W/
<br />1 Old NAILS @ 4"
<br />A L
<br />GABLE TRUSS EB
<br />DOUBLE 1" BRACING DETAIL r-5
<br />SCALE: N.T.S. S5
<br />2X4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />1" BRACE ATTACHED�-,\,\", 16d NAIL
<br />W/ 10d NAILS @ 4" 0. .
<br />TYPICAL TT
<br />GABLE TRUSS WEB --/
<br />SINGLE 1" BRACING DETAI
<br />SCALE: N.T.S.
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C ,-,-GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" 1" BRACE
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE 'IT" BRACE r7
<br />AS PER HIB 91 SCALE: N.T.S. \ �5
<br />20'-0" MAX
<br />I CONTINUOUS BOTTW 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) 'T" 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 />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
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<br />To the best ofthe 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 sea] is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seaL
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<br />SCALE AS NOTED
<br />DATE 2/24/2014
<br />TECH: MJAMES
<br />VERSION NO 10
<br />SHEEr NO.
<br />S5
<br />I
<br />
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