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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 />NAIL W/
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/
<br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS--\
<br />2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING
<br />MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S5
<br />BACKNAIL w/ (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 SHEATHING
<br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />IF >9" SEE 10/S5
<br />BACKNAIL w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />451±
<br />41±
<br />45'
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CROI
<br />BRACE
<br />SCHEDULEFOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL-/
<br />4
<br />2x4 KICKER
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />NKI�KER
<br />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTW/(3) 10d
<br />1" BRACE TO EXTEND
<br />2x4 CROSS BRACE
<br />WEB LENGTH & NOTCH AT
<br />& (2)1 Od TOE NAILS @
<br />AT LEAST 90% OF WEB
<br />APPROX, 8" FROM
<br />1�&�
<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
<br />LEDGER TO
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />(2)10d TOE NAILS @ EA.
<br />Nz
<br />)T\. X
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />END
<br />ATTACHED W/ 1 Od
<br />GYPSUM WALL BOARD
<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 />OSB SHEATHING ATTACHED
<br />1 OdX3" @ 3-1 O/C
<br />CORD ATTACHED W/ (2) 16d TOENAILS
<br />w/ 10d NAILS @ 6" O.C.
<br />I
<br />1 .1
<br />1 EnKI
<br />I I
<br />E. I
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />EDGES AND 12" O.C. FIELD
<br />__'
<br />INTO 2" 6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<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 />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />MAX. 9"
<br />UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS
<br />IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND
<br />NAILING SCHEDULE FOR SHEATHING-i
<br />DETAIL
<br />DOUBLE TOP PLATE
<br />2"x4" CROSS BRACE
<br />2x4 CROSS BRACE APPROX. 8"
<br />APPROX. 8" FROM
<br />FROM RIDGE FASTENED AT
<br />RIDGE FASTENED AT
<br />EACH JOINT w/ (3) 1 Od & (2) 1 Od
<br />EACH JOINT wl (3)
<br />TOE NAILS @ EA. END
<br />10d & (2) 10d TOE
<br />NAILS @ EA. END
<br />2x FRAME WALL (SEE WALL
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />CDX PLYWOOD OR 7/16"
<br />@ 48" O/C FOR THE
<br />,,--1/2"
<br />OSI3 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 />BOTTOM ATTACHED
<br />(2) 16d NAILS
<br />W/ (2) 16d TOE NAILS
<br />x
<br />.
<br />.
<br />2x4 PANEL BLOCKING @ 48'
<br />2x4 "T" ON T6P OF PANEL BLOC
<br />� IN I O.C. FOR 2x BLOCKING
<br />KING, 2"x6" P.T. SILL NOTCH 1" BRACE HERE
<br />FASTENWITH 10dx3" @4"O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
<br />"
<br />" "
<br />"
<br />"
<br />k
<br />(2) 16d
<br />NAILS
<br />INSTALLED PER MANUF. 1/2
<br />x 8
<br />J
<br />BOLT @ 48
<br />O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
<br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />@ 48" O.C. BLOCKING, FASTEN WITH
<br />S I M PSON M ETA1 2 wl (7) 1 Odxl 1/2" NAI LS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C.
<br />1 Odx3" @ 4" O/C
<br />I
<br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
<br />U
<br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />MOISTURE BARRIER
<br />PLATE SPLICES w/ 3116"x2" 0 PLATE WASHER
<br />SIMPSON META1 2 w/ (7)
<br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS
<br />NOTE: IF EMBEDDED
<br />1 0dx1 1/2" NAILS AT EA.
<br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL
<br />SECTION
<br />TRUSS VERTICAL WEB (24"
<br />ri
<br />GABLE WEB
<br />SECTION 2
<br />WEB, USE MSTAM36 w/ (7)
<br />O.C. MAX) w/ MIN. 4"
<br />1 Od NAILS & (4) 1/4"x2 1/4"
<br />SCALE: N.T.S.
<br />EMBEDMENT IN KO BLOCK
<br />SCALE: N.T.S.
<br />� �5
<br />TITEN ON OUTSIDE
<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
<br />AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />ON SHEET S5 FOR
<br />X-BRACING, AND TOP
<br />co
<br />SEE STRUCTURAL---,,,,
<br />CHORD BLOCKING
<br />NOTES AND NAILING
<br />x
<br />INFORMATION
<br />oo
<br />oo
<br />SCHEDULE FOR
<br />SHEATHING DETAIL
<br />BACKNAIL w/
<br />ill
<br />2
<br />(2) 16d NAILS
<br />-WOODTRUSSES
<br />co
<br />oo
<br />r
<br />oo
<br />2"X4" CROSS BRACE
<br />APPROX. 8" FROM
<br />-2X4 RAT RUN BRACING
<br />RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF
<br />t�y
<br />tl
<br />J?
<br />EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4
<br />10d & (2) 10d TOE
<br />I
<br />TRUSS SPANS
<br />ATTACHED W/ 2 - 16d
<br />1�
<br />13� 1�
<br />NAILS @ EA. END
<br />AT EA. TRUSS JOINT
<br />(2) 2" x 4" LAMINATIONS W/ (1) ROW
<br />(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
<br />2x4 PANEL BLOCKING
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
<br />@ 48" OIC FOR THE
<br />(2) 16d NAILS
<br />- 2x4 BLOCKING @ 24"
<br />(D = 0.148", L = 3") OR EQUAL
<br />(D = 0.207", L 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL
<br />FIRST (4) ROWS OF
<br />O/C W/ (2) 16d
<br />TRUSSES FROM EA.
<br />TOENAILS @ EA. END
<br />NOTES:
<br />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 />MASONRY WALL
<br />OF THE COLUMN
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />W/ (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 LAMINAT ON
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10IS5
<br />1" 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/ 1 Od NAILS
<br />@ 6" O.C. EDGES AND 12"
<br />O.C. FIELD
<br />-2X4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C
<br />2x4 BLOCKING --2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED W/
<br />1 Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAIL K-5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />--11d NAIL
<br />1" BRACE ATTACHED
<br />W/ 10d NAILS @ 4" O.0 .
<br />TYPICAL TT_
<br />GABLE TRUSS WEB -J
<br />SINGLE 1" BRACING DETAIL(__6_-�
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C
<br />GABLE TRUSS
<br />TRUSS VERTICAL
<br />DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od
<br />L-2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD (2) 2"x8" 1" BRACE
<br />FASTENED WITH (3)
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />16d PER SIDE
<br />_N�
<br />r3
<br />SECTION SECTION
<br />_U
<br />SCISSOR GABLE 'IT" BRACE
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />AS PER HIB 91 SCALE: N.T.S. �, �5
<br />1\15� �5
<br />MAX. 9"
<br />8d @ 6"O/C
<br />UNSUPPORTED,
<br />IF >9" SEE I O/S5 r-WOOD TRUSSES
<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 />OSB SHEATHING ATTACHED
<br />W/ 1 Od NAILS @ 6" O.C.
<br />SIMPSON HGAM10KTAW/(4
<br />- "0
<br />E ES AND 12 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 PANEI
<br />BLOCKING, FASTEN W11 H L 2X4 BLOCKING W/ [E
<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. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS
<br />—
<br />NON — LOAD BEARING LOCATION
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />rD
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SECTION
<br />SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS
<br />S5
<br />IINIMUM 2x
<br />:ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN, SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />12"
<br />�SH SCHEDULE
<br />�TTACHMENT
<br />SYP BLK'G @ 16" O.C.
<br />I x 0.131"
<br />AILS EA. SIDE
<br />2X4 #2 SYP W/ 1 Od
<br />XO. 131 @ 8" O.C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL ("l 0
<br />SCALE: N.T.S.
<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 />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />SCALE: N.T.S.
<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 />2 x 4 BLOCKING w/ (2) 1 Od
<br />24" O/C (TYP)
<br />TOE NAILS AT EACH END @
<br />z
<br />W
<br />am-:
<br />\-BRACING w/ (3) 1 Od x 3" AT
<br />EACH CONN. @ 24" O/C
<br />-MOISTURE BARRIER
<br />BOND BEAM
<br />-MASONRYWALL
<br />ARCHITECTURAL 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 />"L" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />1" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />1" BRACE
<br />2"x6" (U.N.O.)
<br />1" BRACE
<br />24"
<br />010" - 3'-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) 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 Odx3" NAILS @ 4" OIC,
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIM PSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS
<br />SCREWS TO TRUSS & (4) 1/4"xX SDS SCREWS
<br />TO PLATES (TYP.)
<br />1---CONT. BEARING
<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 />SIMPSON SP2 W/ (12)
<br />1 Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" 13RACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
<br />�7_
<br />7TE: ZTOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />ZBOTTOM
<br />@ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />BAYS
<br />THAT MY BE REQUIRED
<br />CHORD GABLE END BRACING
<br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT
<br />@ 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 />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />2X4 BRACING @ 48" O.C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (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'-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 beat of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineers
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<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />CN
<br />0
<br />04
<br />Lr)
<br />LO
<br />04
<br />CD
<br />c.6
<br />C:)
<br />Lr)
<br />77
<br />6
<br />E
<br />51 1
<br />E C:)
<br />z
<br />cc
<br />z
<br />=3
<br />E T_
<br />E
<br />0
<br />-0 cc
<br />a)
<br />JOB
<br />NO: 21-01148-01143
<br />SCALE
<br />AS NOTED
<br />SHEET NO.
<br />S5
<br />
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