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<br />W/
<br />(4) 1/4"xl 1/2" SIDS
<br />SCREWS
<br />TO BLOCKING &
<br />1/4"X2 3/4"
<br />TITEN TO CMU
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND
<br />FASTENERS. (MIN. FIRST 4 BAYS)
<br />SEE STRUCTURAL NOTES AND NAILING TOENAILw/
<br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS---�
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
<br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEA-THING
<br />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S5
<br />BACKNAIL w,/ (2) 16d NAILS
<br />2x4 #2 SYP BLKG @ 16" O.C. w/ (2) 16d NAILS EA. END. 2x4 #2 SYP BLK`G @ 16" O.C. w/ (2) 16d NAILS EA. END.
<br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />IF >9" SEE 1 O/S5 MAX. 9"
<br />BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, BAC KNAI L w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
<br />t7 SCHEDULE FOR SHEATHING DETAIL
<br />'v IF
<br />45'±
<br />41'±
<br />/1,
<br />3-
<br />45'
<br />SEESTRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CR08
<br />BRACE
<br />SCHEDULEFOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL�//
<br />2x4 KICKER
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />@4,KI SKER
<br />8 _O�O/C
<br />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />EACH JOINT W/(3) 10d
<br />1" BRACE TO EXTEND
<br />2x4 CROSS BRACE
<br />WEB LENGTH & NOTCH AT
<br />& (2)10d TOE NAILS @
<br />/r
<br />AT LEAST 90% OF WEB
<br />APPROX. 8" FROM
<br />BOTTOM CHORD (SEE TABLE)
<br />EA. END @ 48" O.C.
<br />LENGTH (SEE TABLE)
<br />RIDGE FASTENED AT
<br />SIMPSON H2.5A w/ (10) 8d
<br />2x8 P.T.
<br />GABLE TRUSS
<br />EACH JOINT w/ (3) 1 Od &
<br />FROM LEDGER TO
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />(2)1 Od TOE NAILS @ EA.
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />END
<br />1 '\- GYPSUM WALL BOARD
<br />ATTACHED W/ 1 Od
<br />GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES
<br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
<br />1/2" CDX PLYWOOD OR 7/16"
<br />AND 12" O.C. FIELD
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM
<br />7
<br />OSB SHEATHING ATTACHED
<br />I
<br />1 OdXT' @ 3" O/C
<br />CORD ATTACHED W/ (2)16d TOENAILS
<br />w/ 1 Od NAILS @ 6" O.C.
<br />In
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />EDGES AND 12" O.C. FIELD
<br />INTO 2"x6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />NAILING SCHEDULE FOR SHEATHING�
<br />DETAIL
<br />x
<br />"k 2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od
<br />2x4 CROSS BRACE APPROX. 8" &(2) 10dTOE NAILS@
<br />IF >9" SEE 10/S5
<br />MAX. 9"
<br />UNSUPPORTED,
<br />FROM RIDGE FASTENED AT
<br />EA. END
<br />�tl
<br />I#t
<br />1" BRACE TO EXTEND
<br />EACH JOINT w/ (3) 10d & (2) 10d
<br />(NOT REQ�D WHEN
<br />AT LEAST 90% OF WEB
<br />TOE NAILS @ EA. END
<br />GABLE IS 4'-1 "OR
<br />LENGTH (SEE TABLE)
<br />2x FRAME WALL (SEE WALL
<br />SHORTER)
<br />G ABLE TRUSS
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />1/2" CDX PLYWOOD OR
<br />1/2" CDX PLYWOOD OR 7/16"
<br />@ 48" O/C FOR THE
<br />(2) 16d
<br />7/16" OSB SHEATHING
<br />OSB SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />NAILS —
<br />-,NAILS
<br />ATTAC H E D w/ 1 Od NAI LS
<br />W/ 10d NAILS @ l O.C. EDGES
<br />TRUSSES FROM EA.
<br />I *1
<br />@ 6" O.C. EDGES AND 12"
<br />AND 12" O.C. FIELD
<br />END TYP. T OP&
<br />\ \\
<br />\
<br />O.C. FIELD
<br />BOTTOM ATTACHED
<br />N
<br />\
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />"I
<br />--2x4 "T" ON TOP OF PANEL
<br />�
<br />2x4 "T" ON TOP OF PANEL BLOCKING�l 2x4 PANEL BLOCKING @ FOR
<br />2x BLOCKING 11 BLOCKING, FASTEN WITH
<br />2'4" P.T. SILL NOTCH "L" BRACE HERE
<br />WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 Odx3" @ 4" O/C
<br />.
<br />.
<br />48" O.0
<br />FASTENWITH 10dx3" @4" O/C SPACED 2x4 "T" ON TOP OF PANEL
<br />1/2" x 8" "J" BOLT @ 48" O.C.
<br />INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 l w/ 1/4"xl 1/2" SDS SCREWS TO
<br />@ 48" O.C. BLOCKING, FASTEN WITH
<br />SIMPSON META12w/(7) 10dxl 1/2" NAILSAT6'-0 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"1 SDS SCREWS TO PLATES AT 24" O.0
<br />"
<br />" "
<br />"
<br />"
<br />"
<br />1 Odx3" @ 4" O/C zz
<br />I. zt
<br />MOISTURE BARRIER
<br />1/2
<br />x 8
<br />J
<br />BOLT @ 32
<br />O.C. MINIMUM 6
<br />FROM
<br />M
<br />_�
<br />O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
<br />SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS
<br />NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4"
<br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24-- GABLE WEB SECTION 2�
<br />1 Od NAILS & (4) 1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE 1\15� SCALE: N.T.S. 1\15�
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />REFER TO DETAIL J AN D FASTE N E RS. (M I N. F I RST 4 BAYS)
<br />CO x
<br />X-BRACING, AND TOP SEESTRUCTURAL
<br />ON SHEET S5 FOR
<br />NOTES AND NAILING
<br />CHORD BLOCKING
<br />00 00 A
<br />co �1 -
<br />INFORMATION SCHEDULEFOR I
<br />SHEATHING DETAIL BACKNAIL w/—/
<br />1A.
<br />2 (2) 16d NAILS
<br />co
<br />WOOD TRUSSES It
<br />00 00 2"x4" CROSS BRACE ----
<br />APPROX. 8" FROM
<br />2X4 RAT RUN BRACING RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4
<br />10d & (2) 10d TOE
<br />TRUSS SPANS NAILS @ EA. END
<br />ATTACHED W/ 2 - 16d
<br />2x4 PANEL BLOCKING
<br />AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS 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 KA(2) 1 6d NAILS
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
<br />2X4 BLOCKING @ 24" FIRST (4) ROWS OF
<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 />O/C W/ (2) 16d TRUSSES FROM EA. I
<br />TOENAILS @ EA. END NOTES: END TYP. TOP &
<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 />BOTTOM ATTACHED
<br />OF THE COLUMN - - - -
<br />MASONRY WALL (SPACE AS SHOWN FOR 3-PLY) W1 (2) 16d TOENAILS
<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 />7
<br />2x4 BLOCKING --2x4 "T" BLOCKING
<br />@ 481, O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED W
<br />10d NAILS @
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL(]
<br />S5
<br />SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O,C.
<br />--16d NAIL
<br />1" BRACE ATTACHED
<br />4" 0.
<br />W/ 10d NAILS @
<br />TYPICAL
<br />W
<br />:4�
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAILr6
<br />SCALE: N.T.S.' �, �5
<br />DIAPHRAG
<br />BLOCKIN @
<br />48" O/C
<br />G
<br />GABLETRUSS
<br />TRUSS VERTICAL
<br />L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d "L" BRACE J
<br />NAILS AT EACH STUD (2) 2"x8"
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE 1171 BRACE
<br />SECTION L3 SECTION r4N�
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />�5 REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S.
<br />MAX. 9"
<br />8d @ 6"OIC
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5 r-WOOD TRUSSES
<br />1" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />x
<br />-1/2"CDX PLYWOOD OR 7/16"
<br />OSI3 SHEATHING ATTACHED
<br />W/ 10d NAILS @ 6" O.C.
<br />SIMPSON HGAM10KTA W/ (4)
<br />E ND O.C. FIELD
<br />1/4"xl 1/2" SDS SCREWS TO
<br />JACK TRUSS
<br />BLOCKING & (4) 1/4"x2 3/4"
<br />SEE PLAN FOR
<br />TITEN TO CMU
<br />CONNECTION
<br />2X4 "T" ON TOP OF P 4 NF1
<br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/,T-
<br />EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2)12d TOENAILS LL-
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />NON - LOAD BEARI G LOCATION 1/' D
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4" V-0"
<br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SECTION
<br />��5� —4
<br />SCALE: N.T.S. SCALE: N.T.S. S5
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />TOENAIL 1
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />L- CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />"%-/I LJLr%Fll I 41.ol
<br />GABLE END BRACING DETAIL
<br />12"
<br />RSH SCHEDULE
<br />ATTACHMENT
<br />#2 SYP BLK'G @ 16" O.C.
<br />Od x 0.131
<br />NAILS EA. SIDE
<br />IT. 2x4 #2 SYP w/ 1 Od
<br />XO.131" @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL ri 0
<br />S.
<br />SCALE: N.T.
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL
<br />SCALE: N.T.S
<br />6" OVERLAP
<br />M
<br />S5
<br />1" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />EXT. WALL CONN. NON LOAD
<br />BEARING LOCATION (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 />1" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />1" BRACE
<br />2"4" (U.N.O.)
<br />1" BRACE
<br />24"
<br />0-0" - 3'-0"
<br />T-O" - l
<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 1 0dx3" NAILS @ 4" O/C.
<br />3) SEE l FOR MORE INFO.
<br />SIMPSON HGA10KT W1 (4) 1/4"xl 1/2" SDS
<br />GABLE END BRACING DETAIL SCALE: 3/4"=l'-O"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />'jIMI`ZjUN,'
<br />1 Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />24" O/C (TYP)
<br />TOE NAILS AT EACH END @
<br />z
<br />Uj
<br />\ BRACING w/ (3) 1 Od x 3" AT t
<br />EACH CONN. @ 24" O/C
<br />—MOISTURE BARRIER
<br />BOND BEAM
<br />-MASONRYWALL
<br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING
<br />ARCHITECTURAL FINISH
<br />1) SEE TRUSS MANUFACTURERS TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
<br />THAT MY BE REQUIRED Z60TTOM CHORD GABLE END BRACING
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4--0" O.C. MAX. FOR FIRST (4) BAYS
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />20'-0" MAX 20'-0" MAX
<br />'X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
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<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />� L
<br />>_
<br />2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W1 (2) 1 Od AT
<br />EA. TRUSS (NOTE: BRACING MAY BE
<br />PLACED ON EITHER TOP OR BOTTOM OF
<br />THE BOTTOM CORD)
<br />COSMETIC DROP CEILING FRAMING
<br />MEAN ROOF HEIGHT UP TO 30'-1 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 of the Engineers knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential
<br />An Edition, Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages beadng
<br />Engineers
<br />signature and seal.
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<br />JOB
<br />NO: 23-04725-04730
<br />SCALE
<br />AS NOTED
<br />SHEET NO.
<br />S5
<br />1,11i, 1111il I IIIH111,11 �J� 'I'llilwAl III It I'll dkfl� 11''i I ill Ill, I I _F_ T_ I
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