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69
<br />I
<br />(9
<br />LO
<br />.21
<br />a_
<br />CL
<br />SIMPSON HGAM11
<br />W/
<br />(4)1/4"xl 1/2"SDS
<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 TOENAIL w/
<br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS---\
<br />2x4 #2 SYP BLICG @ 16" O.C. w/ (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 BACKNAIL w/ (2) 16d NAILS
<br />2x4 #2 SYP BLK'G @ 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 - IRSH] - 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, BACKNAIL w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND
<br />SCHEDULE FOR SHEATHING DETAIL
<br />IL
<br />G S
<br />HEDULE FOR SHE
<br />T
<br />ING
<br />U
<br />45*±
<br />41*±
<br />Z
<br />45'
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CROI BRACE
<br />SCHEDULE FOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL 2x4 KICKER
<br />4 KI
<br />2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<br />SKER
<br />@ 8-4- O/C.
<br />@ 8._O�O/C
<br />EXTEND AT LEAST 90% OF
<br />EACH JOINT W/ (3) 1 Od
<br />111 BRACE TO EXTEND
<br />2x4 CROSS BRACE
<br />WEB LENGTH & NOTCH AT
<br />& (2)10d TOE NAILS @
<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 H2.5Awl(10)8d
<br />2x8 P.T.
<br />A L TRUSS
<br />EACH JOINT w/ (3) 1 Od &
<br />FROM LEDGER TO
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />(2)10d TOE NAILS @ EA.
<br />BLOCKING
<br />7/16"OSB SHEATHING
<br />r,
<br />END
<br />' '\ GYPSUM WALL BOARD
<br />ATTACHED W/ 10d
<br />GABLETRUSS
<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 />OSI3 SHEATHING ATTACHED
<br />1003" @ 3" O/C
<br />CORD ATTACHED W/ (2) 16d TOENAILS
<br />w/ 1 Od NAILS @ 6" O.C.
<br />THROUGH CHORD
<br />2'x4" LEDGER (MATCH BOTTOM CHORD I
<br />EDGES AND 12" O.C. FIELD
<br />I M 1
<br />INTO 74" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS) --
<br />DETAIL
<br />�
<br />2"x4"CROSS BRACE-�
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />DOUBLE TOP PLATE
<br />EACH JOINT wl (3) 1 Od
<br />2x4 CROSS BRACE APPROX. 8"
<br />& (2) 10d TOE NAILS @
<br />FROM RIDGE FASTENED AT
<br />EACH JOINT w/ (3) 1 Od & (2) 1 Od
<br />EA. END
<br />(NOT REQ'D WHEN
<br />TOE NAILS @ EA. END
<br />GABLE IS 4'-l" OR
<br />f
<br />2x FRAME WALL (SEE WALL
<br />SHORTER)
<br />//--
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />-1/2" CDX PLYWOOD OR 7/16"
<br />@ 48" O/C FOR THE
<br />(2)16d
<br />OSI3 SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />END TYP. TOP &
<br />AND 12" O.C. FIELD
<br />BOTTOM ATTACHED
<br />Z
<br />(2) 16d NA ILS
<br />W/ (2) 16d TOENAILS
<br />.
<br />.
<br />2x4 PANEL BLOCKING @
<br />I--
<br />48"O.C. FOR 2x BLOCKING
<br />2x4 "T" ON T6P OF PANEL BI OCKING-7,� 74" P.T. SILL I
<br />NOTCH "L" BRACE HERE
<br />WEEP SCREED THE FIRST (4) ROWS OF TRUSSES
<br />FASTENWITH 10dx3" @4"O/C SPACED 2x4 "T" ON TOP OF PANEL
<br />1/2"
<br />8" "J" BOLT
<br />48" O
<br />C
<br />TO
<br />O.C. INSTALLED PER MANUF.
<br />x
<br />@
<br />.
<br />. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"A 1/2" SDS SCREWS7
<br />O.C.
<br />@ 48 SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6 -01, INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" OIC
<br />MOISTURE BARRIER 1 Odx3" @ 4" O/C
<br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6 FROM
<br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK -
<br />MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER
<br />PSON M ETA1 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 />GABLE WEB SECTION
<br />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 />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 />Cn Cl>
<br />X-BRACING, AND TOP
<br />SEESTRUCTURAL—
<br />CHORD BLOCKING
<br />;o ;0
<br />NOTES AND NAILING
<br />INFORMATION
<br />SCHEDULEFOR
<br />SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES
<br />to 00
<br />(2) 16d NAILS
<br />2"x4" CROSS BRACE
<br />APPROX, I" FROM
<br />2X4 RAT RUN BRACING
<br />RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF
<br />ty
<br />EACH JOINT W/ (3) It
<br />BOTT. CHORD FOR 4
<br />TRUSS SPANS
<br />10d & (2) 10d TOE
<br />NAILS @ EA. END
<br />ATTACHED W/ 2 - 16d
<br />AT EA. TRUSS JOINT
<br />(2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2"x 4" LAM I NATIONS 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" O/C FOR THE (2) 16d NAILS
<br />2X4 BLOCKING @ 24"
<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 />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 (SPACE AS SHOWN FOR 3-PLY)
<br />w/ (2) 16d TOENAILS - - -
<br />ARCHITECTURAL FINISH 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. 0
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />NON - LOAD BEARNG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SCALE: 3/4" 1' TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS
<br />-011 8
<br />SEE TYP. WALL SECTION FOR
<br />'\, �5
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />IINIMUM 2x
<br />;ROSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />TOENAIL i
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />211x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL i
<br />SCALE: N.T.S.
<br />S5
<br />12"
<br />:SH SCHEDULE
<br />XTACHMENT
<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 �0
<br />SCALE: N.T.S.
<br />�,, �5
<br />I GABLE TRUSS
<br />1" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />6 9 rMAX.
<br />S5
<br />S5
<br />1.
<br />h
<br />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 />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S5
<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/ 10d NAILS
<br />@ 6- O.C. EDGES AND 12"
<br />O.C. FIELD
<br />-2X4 "T" ON TOP OF PANEL
<br />I BLOCKING, FASTEN WITH
<br />1063" @ 4" OIC
<br />2x4 BLOC KI NG-,,,,�,, 2x4 "T" BLOCKING
<br />@ 4811 O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED / H
<br />1 Od NAILS 4
<br />O.C. TYPICAL
<br />GABLE TRUSS EB
<br />DOUBLE 1" BRACING DETAI
<br />SCALE: N.T.S.
<br />2x4'7" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />1" BRACE ATTACHED 16d NAIL
<br />W/ 1 Od NAILS @ 4" 0.
<br />TYPICAL
<br />4�
<br />L
<br />�A
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAI
<br />SCALE: N.T.S.
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C
<br />GABLE TRUSS
<br />4E�_ 9E��91 TRUSS VERTICAL
<br />4.T SIMPSON SP2 w/ (12) 1 Od
<br />DBL. TOP PLATE (2) 74" 1" BRACE
<br />L-2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD
<br />_r � FASTENED WITH (3
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />16d PER SIDE
<br />SECTION L3 SECTION
<br />SCISSOR GABLE "T" BRACE
<br />SCALE: N.T.S. SCALE: N.T.S.
<br />',_, �5 REV. 06.08.22 � �5 AS PER HIB 91 SCALE: N.T.S. �5
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >91' SEE 10/S5
<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/ 10d NAILS @ 6- O.C.
<br />E ES AND 12" O.C. FIELD
<br />JACK TRUSS
<br />SEE PLAN FOR
<br />CONNECTION
<br />2x4'T'ON TOP OF PANEL--/
<br />L
<br />BLOCKING, FASTEN WITH
<br />2X4 BLOCKING W/
<br />1 Odx3' @ 4" O/C
<br />(2) 12d TOENAILS
<br />I
<br />I -
<br />SECTION ("9
<br />H'
<br />SCALE: N.T.S.
<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 />-L' BRACE W/ 10d @ 4- O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAM1 OKTA W/ (4)
<br />1/4"A 1/2" SDS SCREWS TO
<br />BLOCKING & ( "X2 3/4"
<br />4)1/4
<br />TITEN TO CMU
<br />2 x 4 BLOCKING w/ (2) 10d
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />z
<br />ING w/ (3) 1 Od x 3" AT 3:
<br />EACH CONN. @ 24" O/C
<br />MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<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 />1" 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 />010-1- T-0-1
<br />T-O" - 61-011
<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 1063" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w/ (4) 1/4"xl 112"SDS
<br />SCREWS TO TRUSS & (4) 1/4'xT SDS SCREWS
<br />TO PLATES (TYP.)
<br />'--STUDS@ 16"O.C.
<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 />TRUSS
<br />SIMPSON SP2w/(12)
<br />10d NAILS AT EACH
<br />STUD
<br />ENDJACK
<br />1 V-10" MAX.
<br />Cr
<br />LU
<br />0
<br />CORNERJACK
<br />y
<br />z
<br />0
<br />0
<br />HIP FRAMING REFERENCE PLAN
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. JIS5 n CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
<br />klq
<br />1 L
<br />Ippop
<br />NOTE: 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) -7 BRACING MAY BE USED IN PLACE OF PERMANENT
<br />@ 4-4- 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 best 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
<br />7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal.
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