|
SIMPSON HGAM1(
<br />W/
<br />(4) 1/4"x1 1/2" SDS
<br />SCREWS
<br />TO BLOCKING & (4
<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) MAX. 9"
<br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED,
<br />SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6
<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 BAYS)
<br />BACKNAIL w/ (2) 16d NAILS
<br />45°±
<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 1O/S6
<br />BACKNAIL w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />45' ± SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CRO BRACE SCHEDULE FOR
<br />APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO
<br />EXTEND AT LEAST 90% OF
<br />RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT
<br />EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE)
<br />& (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT
<br />EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d
<br />2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d &
<br />SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO
<br />• 1/2" CDX PLYWOOD OR END '� BLOCKING
<br />7/16" OSB SHEATHING GYPSUM WALL BOARD
<br />ATTACHED W/ 10d GABLE TRUSS
<br />NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST
<br />AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16"
<br />CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED
<br />10dX3" @ 3" O/C w/ 10d NAILS @ 6" O.C.
<br />THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD
<br />INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) ku
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S6
<br />DOUBLE TOP PLATE
<br />2x4 CROSS BRACE APPROX. 8"
<br />FROM RIDGE FASTENED AT
<br />EACH JOINT w/ (3) 1 Od & (2) 1 Od
<br />TOE NAILS @ EA. END
<br />2x FRAME WALL (SEE WALL
<br />SECTION FOR SIZE & SPACING)
<br />1/2" CDX PLYWOOD OR 7/16"
<br />OSB SHEATHING ATTACHED
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />AND 12" O.C. FIELD
<br />(2) 16d NAILS
<br />2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE
<br />WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 T ON TOP OF PANEL
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. () " "
<br />@ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH
<br />MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS
<br />NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2
<br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE SS SCALE: N.T.S. Sj
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />X- SHEET S5 FOR N N
<br />X-BRACING, AND TOP N "' `" SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION `° SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ 2"x4" CROSS BRACE (2) 16d NAILS
<br />2x4 RAT RUN BRACING APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2) 10d TOE
<br />TRUSS SPANS NAILS 2) EA. END
<br />ATTACHED W/ 2 -16d
<br />li�
<br />AT EA. TRUSS JOINT (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 2x4 PANEL BLOCKING
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS
<br />2X4 BLOCKING @ 24" (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 FIRST (4) ROWS OF
<br />O/C w/ (2) 16d TRUSSES FROM EA.
<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 BOTTOM ATTACHED
<br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 />F THE SPACE AS SHOWN FOR 3-
<br />PLY
<br />x @
<br />2x4 LEDGER (MATCH BOTTOM CHORD
<br />SLOPE OF ADJACENT TRUSS)
<br />SECTION 3
<br />SCALE: N.T.S. S5
<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 />BACKNAIL w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND
<br />NAILING SCHEDULE FOR SHEATHING
<br />DETAIL
<br />2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />EACH JOINT w/ (3)
<br />10d & (2) 10d TOE
<br />NAILS @ EA. END
<br />2x4 PANEL BLOCKING
<br />@ 48" O/C FOR THE
<br />FIRST (4) ROWS OF
<br />TRUSSES FROM EA.
<br />END TYP. TOP &
<br />BOTTOM ATTACHED
<br />W/ (2) 16d TOENAILS
<br />(2) 16d
<br />NAILS
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S6
<br />"L" 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/ 1Od NAILS
<br />@ 6" O.C. EDGES AND 12"
<br />O.C. FIELD
<br />-2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1Odx3" @ 4" O/C
<br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO
<br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d
<br />DBL. TOP PLATE NAILS AT EACH STUD
<br />STUD WALL (SEE TYP. SEC.)
<br />SECTION 4
<br />SCALE: N.T.S. S5
<br />MAX. 9"
<br />UNSUPPORTED, $d @ 6"0/C
<br />IF >9" SEE 1O/S6 r-WOOD TRUSSES
<br />L" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR 7116"
<br />OSB SHEATHING ATTACHED
<br />W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4)
<br />E GES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO
<br />JACK TRUSS BLOCKING & (4) 1/4"x2 3/4"
<br />SEE PLAN FOR TITEN TO CMU
<br />CONNECTION
<br />0 LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL
<br />EXT. W BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ r
<br />ALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS
<br />- NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION- 9
<br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL (`JAILING SCHEDULES FOR BUILT UP COLUMNS 8
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />.,.,,. , i i 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL J
<br />SCALE: N.T.3. S5
<br />GABLE END BRACING DETAIL
<br />12"
<br />ISH SCHEDULE
<br />,TTACHMENT
<br />2 SYP BLK'G @ 16" O.C.
<br />J 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 10
<br />SCALE: N.T.S. S5
<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 />"L" BRACE W/ 1 Od @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<br />EXT. WALL CONN. @ NON - LOAD
<br />BEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6'-0" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS
<br />^ ^
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-O"
<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 />0
<br />z
<br />W
<br />CL
<br />\-BRACING w/ (3) 1Od x 3" AT
<br />EACH CONN. @ 24" O/C
<br />—MOISTURE BARRIER
<br />-BOND BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
<br />THAT MY BE REQUIRED ZBOTTOM 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 />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4"
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL,/_6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" "L" BRACE J
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />cf UW
<br />W — — — —
<br />0
<br />v
<br />Q o
<br />o '
<br />---- Nr
<br />0
<br />q >�� z o
<br />b W
<br />,- ----W
<br />m o
<br />o
<br />0
<br />W
<br />W
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />a
<br />2X4 BRACING @ 48" O.,C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2) 10d 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 /l,1 ^
<br />V V JUN 1 1 0 Z
<br />`.'!aTUAL REVIEW ASSIST
<br />.,/irtual Review Assist, Inc.
<br />lwnq Review completed and a pr ved
<br />for col � nl'<3nce with the 2020 FBC 7th
<br />dition by Debra Anne Klahr PX2300
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES
<br />FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />1
<br />04
<br />04
<br />C)
<br />T C)
<br />® o
<br />a LO
<br />`a A x 01 O5
<br />9' �/
<br />0L
<br />q� Q
<br />W
<br />gka „
<br />O
<br />0
<br />W
<br />0
<br />z
<br />Q
<br />i
<br />r
<br />nN (DLO o ^ E
<br />W L 'i c:r
<br />co
<br />N W
<br />5
<br />N V 0-0 - a
<br />A) L i o
<br />W O - 8
<br />} u
<br />.N Lu CN C
<br />o E � ai
<br />V V � 0
<br />L cn w O F
<br />W I-Q it _j Wgyzw z
<br />Q au)o �L)zt !OOM9 '<
<br />0CJO �W0J(Da.zY0ZLLpa
<br />ZLL O_ulgwO U) <La2QQ O�
<br />LLQ o FQU_
<br />O
<br />O
<br />Z W
<br />0�
<br />(n O
<br />4 —
<br />M O
<br />QU)CY�
<br />13- U) U ti
<br />co
<br />Q>-Q00
<br />Z 0
<br />W
<br />W -j
<br />O
<br />m
<br />I I I
<br />Q Q Q CD T
<br />0 0 0 0
<br />/�/\ N N N N
<br />`i /] Q M co
<br />O r T N
<br />W CD
<br />O CDT O
<br />z
<br />O
<br />W o 0 0 o I I I
<br />L/ > N fM 4
<br />i � }
<br />CO U) Z Z
<br />�/QZ
<br />O ZCn
<br />W
<br />-;M--+ W o 0
<br />W
<br />-� _
<br />O V U U cn
<br />::)Z>
<br />0 goo
<br />Z CL
<br />1� �3�.Q
<br />rn m T- W
<br />(D
<br />N f3f °O=
<br />W �
<br />. . C'7 Q 0 Zoo
<br />Z U az�
<br />Mz
<br />Z ��
<br />U J
<br />00�
<br />m
<br />Z z
<br />z
<br />z
<br />W
<br />W fl-
<br />C>
<br />o
<br />> C:) LAST PLOT DATE
<br />Z 0 STRUCTURAL
<br />J DETAILS
<br />-F Fail
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S6
<br />DOUBLE TOP PLATE
<br />2x4 CROSS BRACE APPROX. 8"
<br />FROM RIDGE FASTENED AT
<br />EACH JOINT w/ (3) 1 Od & (2) 1 Od
<br />TOE NAILS @ EA. END
<br />2x FRAME WALL (SEE WALL
<br />SECTION FOR SIZE & SPACING)
<br />1/2" CDX PLYWOOD OR 7/16"
<br />OSB SHEATHING ATTACHED
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />AND 12" O.C. FIELD
<br />(2) 16d NAILS
<br />2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING
<br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE
<br />WEEP SCREED THE FIRST 4 ROWS OF TRUSSES 2x4 T ON TOP OF PANEL
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. () " "
<br />@ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH
<br />MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10d 3" 4" O/C
<br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS
<br />NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL SECTION rT�TRUSS VERTICAL WEB (24" GABLE WEB SECTION
<br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 2
<br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK
<br />TITEN ON OUTSIDE SS SCALE: N.T.S. Sj
<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 AND FASTENERS. (MIN. FIRST 4 BAYS)
<br />X- SHEET S5 FOR N N
<br />X-BRACING, AND TOP N "' `" SEE STRUCTURAL
<br />CHORD BLOCKING N NOTES AND NAILING
<br />INFORMATION `° SCHEDULE FOR
<br />1 1 SHEATHING DETAIL BACKNAIL w/
<br />WOOD TRUSSES 1/ 2"x4" CROSS BRACE (2) 16d NAILS
<br />2x4 RAT RUN BRACING APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF EACH JOINT w/ (3)
<br />BOTT. CHORD FOR 4 10d & (2) 10d TOE
<br />TRUSS SPANS NAILS 2) EA. END
<br />ATTACHED W/ 2 -16d
<br />li�
<br />AT EA. TRUSS JOINT (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 2x4 PANEL BLOCKING
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS
<br />2X4 BLOCKING @ 24" (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 FIRST (4) ROWS OF
<br />O/C w/ (2) 16d TRUSSES FROM EA.
<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 BOTTOM ATTACHED
<br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) 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 />F THE SPACE AS SHOWN FOR 3-
<br />PLY
<br />x @
<br />2x4 LEDGER (MATCH BOTTOM CHORD
<br />SLOPE OF ADJACENT TRUSS)
<br />SECTION 3
<br />SCALE: N.T.S. S5
<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 />BACKNAIL w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND
<br />NAILING SCHEDULE FOR SHEATHING
<br />DETAIL
<br />2"x4" CROSS BRACE
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />EACH JOINT w/ (3)
<br />10d & (2) 10d TOE
<br />NAILS @ EA. END
<br />2x4 PANEL BLOCKING
<br />@ 48" O/C FOR THE
<br />FIRST (4) ROWS OF
<br />TRUSSES FROM EA.
<br />END TYP. TOP &
<br />BOTTOM ATTACHED
<br />W/ (2) 16d TOENAILS
<br />(2) 16d
<br />NAILS
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S6
<br />"L" 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/ 1Od NAILS
<br />@ 6" O.C. EDGES AND 12"
<br />O.C. FIELD
<br />-2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1Odx3" @ 4" O/C
<br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO
<br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12) 10d
<br />DBL. TOP PLATE NAILS AT EACH STUD
<br />STUD WALL (SEE TYP. SEC.)
<br />SECTION 4
<br />SCALE: N.T.S. S5
<br />MAX. 9"
<br />UNSUPPORTED, $d @ 6"0/C
<br />IF >9" SEE 1O/S6 r-WOOD TRUSSES
<br />L" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLE TRUSS
<br />-1/2" CDX PLYWOOD OR 7116"
<br />OSB SHEATHING ATTACHED
<br />W/ 1Od NAILS @ 6" O.C. SIMPSON HGAMIOKTA w/ (4)
<br />E GES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO
<br />JACK TRUSS BLOCKING & (4) 1/4"x2 3/4"
<br />SEE PLAN FOR TITEN TO CMU
<br />CONNECTION
<br />0 LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL
<br />EXT. W BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ r
<br />ALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS
<br />- NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION- 9
<br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL (`JAILING SCHEDULES FOR BUILT UP COLUMNS 8
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />.,.,,. , i i 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL J
<br />SCALE: N.T.3. S5
<br />GABLE END BRACING DETAIL
<br />12"
<br />ISH SCHEDULE
<br />,TTACHMENT
<br />2 SYP BLK'G @ 16" O.C.
<br />J 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 10
<br />SCALE: N.T.S. S5
<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 />"L" BRACE W/ 1 Od @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<br />EXT. WALL CONN. @ NON - LOAD
<br />BEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6'-0" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS
<br />^ ^
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-O"
<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 />0
<br />z
<br />W
<br />CL
<br />\-BRACING w/ (3) 1Od x 3" AT
<br />EACH CONN. @ 24" O/C
<br />—MOISTURE BARRIER
<br />-BOND BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
<br />THAT MY BE REQUIRED ZBOTTOM 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 />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4"
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL,/_6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" "L" BRACE J
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />cf UW
<br />W — — — —
<br />0
<br />v
<br />Q o
<br />o '
<br />---- Nr
<br />0
<br />q >�� z o
<br />b W
<br />,- ----W
<br />m o
<br />o
<br />0
<br />W
<br />W
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />a
<br />2X4 BRACING @ 48" O.,C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2) 10d 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 /l,1 ^
<br />V V JUN 1 1 0 Z
<br />`.'!aTUAL REVIEW ASSIST
<br />.,/irtual Review Assist, Inc.
<br />lwnq Review completed and a pr ved
<br />for col � nl'<3nce with the 2020 FBC 7th
<br />dition by Debra Anne Klahr PX2300
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES
<br />FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />1
<br />04
<br />04
<br />C)
<br />T C)
<br />® o
<br />a LO
<br />`a A x 01 O5
<br />9' �/
<br />0L
<br />q� Q
<br />W
<br />gka „
<br />O
<br />0
<br />W
<br />0
<br />z
<br />Q
<br />i
<br />r
<br />nN (DLO o ^ E
<br />W L 'i c:r
<br />co
<br />N W
<br />5
<br />N V 0-0 - a
<br />A) L i o
<br />W O - 8
<br />} u
<br />.N Lu CN C
<br />o E � ai
<br />V V � 0
<br />L cn w O F
<br />W I-Q it _j Wgyzw z
<br />Q au)o �L)zt !OOM9 '<
<br />0CJO �W0J(Da.zY0ZLLpa
<br />ZLL O_ulgwO U) <La2QQ O�
<br />LLQ o FQU_
<br />O
<br />O
<br />Z W
<br />0�
<br />(n O
<br />4 —
<br />M O
<br />QU)CY�
<br />13- U) U ti
<br />co
<br />Q>-Q00
<br />Z 0
<br />W
<br />W -j
<br />O
<br />m
<br />I I I
<br />Q Q Q CD T
<br />0 0 0 0
<br />/�/\ N N N N
<br />`i /] Q M co
<br />O r T N
<br />W CD
<br />O CDT O
<br />z
<br />O
<br />W o 0 0 o I I I
<br />L/ > N fM 4
<br />i � }
<br />CO U) Z Z
<br />�/QZ
<br />O ZCn
<br />W
<br />-;M--+ W o 0
<br />W
<br />-� _
<br />O V U U cn
<br />::)Z>
<br />0 goo
<br />Z CL
<br />1� �3�.Q
<br />rn m T- W
<br />(D
<br />N f3f °O=
<br />W �
<br />. . C'7 Q 0 Zoo
<br />Z U az�
<br />Mz
<br />Z ��
<br />U J
<br />00�
<br />m
<br />Z z
<br />z
<br />z
<br />W
<br />W fl-
<br />C>
<br />o
<br />> C:) LAST PLOT DATE
<br />Z 0 STRUCTURAL
<br />J DETAILS
<br />-F Fail
<br />0 LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL
<br />EXT. W BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ r
<br />ALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" 0/C (2) 12d TOENAILS
<br />- NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) - SECTION- 9
<br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL (`JAILING SCHEDULES FOR BUILT UP COLUMNS 8
<br />ADDITIONAL INFORMATION. SCALE: N.T.S. SS SCALE: N.T.S. S5
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />.,.,,. , i i 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL J
<br />SCALE: N.T.3. S5
<br />GABLE END BRACING DETAIL
<br />12"
<br />ISH SCHEDULE
<br />,TTACHMENT
<br />2 SYP BLK'G @ 16" O.C.
<br />J 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 10
<br />SCALE: N.T.S. S5
<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 />"L" BRACE W/ 1 Od @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<br />EXT. WALL CONN. @ NON - LOAD
<br />BEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6'-0" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS
<br />^ ^
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-O"
<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 />0
<br />z
<br />W
<br />CL
<br />\-BRACING w/ (3) 1Od x 3" AT
<br />EACH CONN. @ 24" O/C
<br />—MOISTURE BARRIER
<br />-BOND BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
<br />THAT MY BE REQUIRED ZBOTTOM 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 />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4"
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL,/_6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" "L" BRACE J
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />cf UW
<br />W — — — —
<br />0
<br />v
<br />Q o
<br />o '
<br />---- Nr
<br />0
<br />q >�� z o
<br />b W
<br />,- ----W
<br />m o
<br />o
<br />0
<br />W
<br />W
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />a
<br />2X4 BRACING @ 48" O.,C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2) 10d 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 /l,1 ^
<br />V V JUN 1 1 0 Z
<br />`.'!aTUAL REVIEW ASSIST
<br />.,/irtual Review Assist, Inc.
<br />lwnq Review completed and a pr ved
<br />for col � nl'<3nce with the 2020 FBC 7th
<br />dition by Debra Anne Klahr PX2300
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES
<br />FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />1
<br />04
<br />04
<br />C)
<br />T C)
<br />® o
<br />a LO
<br />`a A x 01 O5
<br />9' �/
<br />0L
<br />q� Q
<br />W
<br />gka „
<br />O
<br />0
<br />W
<br />0
<br />z
<br />Q
<br />i
<br />r
<br />nN (DLO o ^ E
<br />W L 'i c:r
<br />co
<br />N W
<br />5
<br />N V 0-0 - a
<br />A) L i o
<br />W O - 8
<br />} u
<br />.N Lu CN C
<br />o E � ai
<br />V V � 0
<br />L cn w O F
<br />W I-Q it _j Wgyzw z
<br />Q au)o �L)zt !OOM9 '<
<br />0CJO �W0J(Da.zY0ZLLpa
<br />ZLL O_ulgwO U) <La2QQ O�
<br />LLQ o FQU_
<br />O
<br />O
<br />Z W
<br />0�
<br />(n O
<br />4 —
<br />M O
<br />QU)CY�
<br />13- U) U ti
<br />co
<br />Q>-Q00
<br />Z 0
<br />W
<br />W -j
<br />O
<br />m
<br />I I I
<br />Q Q Q CD T
<br />0 0 0 0
<br />/�/\ N N N N
<br />`i /] Q M co
<br />O r T N
<br />W CD
<br />O CDT O
<br />z
<br />O
<br />W o 0 0 o I I I
<br />L/ > N fM 4
<br />i � }
<br />CO U) Z Z
<br />�/QZ
<br />O ZCn
<br />W
<br />-;M--+ W o 0
<br />W
<br />-� _
<br />O V U U cn
<br />::)Z>
<br />0 goo
<br />Z CL
<br />1� �3�.Q
<br />rn m T- W
<br />(D
<br />N f3f °O=
<br />W �
<br />. . C'7 Q 0 Zoo
<br />Z U az�
<br />Mz
<br />Z ��
<br />U J
<br />00�
<br />m
<br />Z z
<br />z
<br />z
<br />W
<br />W fl-
<br />C>
<br />o
<br />> C:) LAST PLOT DATE
<br />Z 0 STRUCTURAL
<br />J DETAILS
<br />-F Fail
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS) TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />.,.,,. , i i 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL J
<br />SCALE: N.T.3. S5
<br />GABLE END BRACING DETAIL
<br />12"
<br />ISH SCHEDULE
<br />,TTACHMENT
<br />2 SYP BLK'G @ 16" O.C.
<br />J 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 10
<br />SCALE: N.T.S. S5
<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 />"L" BRACE W/ 1 Od @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />2 x 4 BLOCKING w/ (2) 1 Od
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />•
<br />EXT. WALL CONN. @ NON - LOAD
<br />BEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />"L" BRACING REQUIREMENTS
<br />STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.)
<br />SPACING "L" BRACE "L" BRACE "L" BRACE
<br />24" 0'0" - T-O" T-O" - 6'-0" 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) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS
<br />^ ^
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-O"
<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 />0
<br />z
<br />W
<br />CL
<br />\-BRACING w/ (3) 1Od x 3" AT
<br />EACH CONN. @ 24" O/C
<br />—MOISTURE BARRIER
<br />-BOND BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
<br />THAT MY BE REQUIRED ZBOTTOM 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 />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4"
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL,/_6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" "L" BRACE J
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />cf UW
<br />W — — — —
<br />0
<br />v
<br />Q o
<br />o '
<br />---- Nr
<br />0
<br />q >�� z o
<br />b W
<br />,- ----W
<br />m o
<br />o
<br />0
<br />W
<br />W
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />a
<br />2X4 BRACING @ 48" O.,C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2) 10d 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 /l,1 ^
<br />V V JUN 1 1 0 Z
<br />`.'!aTUAL REVIEW ASSIST
<br />.,/irtual Review Assist, Inc.
<br />lwnq Review completed and a pr ved
<br />for col � nl'<3nce with the 2020 FBC 7th
<br />dition by Debra Anne Klahr PX2300
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES
<br />FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />1
<br />04
<br />04
<br />C)
<br />T C)
<br />® o
<br />a LO
<br />`a A x 01 O5
<br />9' �/
<br />0L
<br />q� Q
<br />W
<br />gka „
<br />O
<br />0
<br />W
<br />0
<br />z
<br />Q
<br />i
<br />r
<br />nN (DLO o ^ E
<br />W L 'i c:r
<br />co
<br />N W
<br />5
<br />N V 0-0 - a
<br />A) L i o
<br />W O - 8
<br />} u
<br />.N Lu CN C
<br />o E � ai
<br />V V � 0
<br />L cn w O F
<br />W I-Q it _j Wgyzw z
<br />Q au)o �L)zt !OOM9 '<
<br />0CJO �W0J(Da.zY0ZLLpa
<br />ZLL O_ulgwO U) <La2QQ O�
<br />LLQ o FQU_
<br />O
<br />O
<br />Z W
<br />0�
<br />(n O
<br />4 —
<br />M O
<br />QU)CY�
<br />13- U) U ti
<br />co
<br />Q>-Q00
<br />Z 0
<br />W
<br />W -j
<br />O
<br />m
<br />I I I
<br />Q Q Q CD T
<br />0 0 0 0
<br />/�/\ N N N N
<br />`i /] Q M co
<br />O r T N
<br />W CD
<br />O CDT O
<br />z
<br />O
<br />W o 0 0 o I I I
<br />L/ > N fM 4
<br />i � }
<br />CO U) Z Z
<br />�/QZ
<br />O ZCn
<br />W
<br />-;M--+ W o 0
<br />W
<br />-� _
<br />O V U U cn
<br />::)Z>
<br />0 goo
<br />Z CL
<br />1� �3�.Q
<br />rn m T- W
<br />(D
<br />N f3f °O=
<br />W �
<br />. . C'7 Q 0 Zoo
<br />Z U az�
<br />Mz
<br />Z ��
<br />U J
<br />00�
<br />m
<br />Z z
<br />z
<br />z
<br />W
<br />W fl-
<br />C>
<br />o
<br />> C:) LAST PLOT DATE
<br />Z 0 STRUCTURAL
<br />J DETAILS
<br />-F Fail
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES
<br />BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGAIOKT w/ (4) 1/4„x1 1/2" SDS
<br />^ ^
<br />GABLE END BRACING DETAIL SCALE:3/4"=1'-O"
<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 />0
<br />z
<br />W
<br />CL
<br />\-BRACING w/ (3) 1Od x 3" AT
<br />EACH CONN. @ 24" O/C
<br />—MOISTURE BARRIER
<br />-BOND BEAM
<br />-MASONRY WALL
<br />ARCHITECTURAL FINISH NOTE: Z-TOP CHORD 2X4 #2 SYP BRACING
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4)
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS
<br />THAT MY BE REQUIRED ZBOTTOM 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 />2x4 BLOCKING 2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />"L" BRACE
<br />ATTACHED W/
<br />1Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL 5
<br />SCALE: N.T.S. S5
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />"L" BRACE ATTACHED 16d NAIL
<br />W/ 10d NAILS @ 4"
<br />TYPICAL
<br />GABLE TRUSS WEB -'
<br />SINGLE "L" BRACING DETAIL,/_6
<br />SCALE: N.T.S. S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" 0/C GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" "L" BRACE J
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />AS PER HIB 91 SCALE: N.T.S. S5
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />cf UW
<br />W — — — —
<br />0
<br />v
<br />Q o
<br />o '
<br />---- Nr
<br />0
<br />q >�� z o
<br />b W
<br />,- ----W
<br />m o
<br />o
<br />0
<br />W
<br />W
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />a
<br />2X4 BRACING @ 48" O.,C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2) 10d 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 /l,1 ^
<br />V V JUN 1 1 0 Z
<br />`.'!aTUAL REVIEW ASSIST
<br />.,/irtual Review Assist, Inc.
<br />lwnq Review completed and a pr ved
<br />for col � nl'<3nce with the 2020 FBC 7th
<br />dition by Debra Anne Klahr PX2300
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES
<br />FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />1
<br />04
<br />04
<br />C)
<br />T C)
<br />® o
<br />a LO
<br />`a A x 01 O5
<br />9' �/
<br />0L
<br />q� Q
<br />W
<br />gka „
<br />O
<br />0
<br />W
<br />0
<br />z
<br />Q
<br />i
<br />r
<br />nN (DLO o ^ E
<br />W L 'i c:r
<br />co
<br />N W
<br />5
<br />N V 0-0 - a
<br />A) L i o
<br />W O - 8
<br />} u
<br />.N Lu CN C
<br />o E � ai
<br />V V � 0
<br />L cn w O F
<br />W I-Q it _j Wgyzw z
<br />Q au)o �L)zt !OOM9 '<
<br />0CJO �W0J(Da.zY0ZLLpa
<br />ZLL O_ulgwO U) <La2QQ O�
<br />LLQ o FQU_
<br />O
<br />O
<br />Z W
<br />0�
<br />(n O
<br />4 —
<br />M O
<br />QU)CY�
<br />13- U) U ti
<br />co
<br />Q>-Q00
<br />Z 0
<br />W
<br />W -j
<br />O
<br />m
<br />I I I
<br />Q Q Q CD T
<br />0 0 0 0
<br />/�/\ N N N N
<br />`i /] Q M co
<br />O r T N
<br />W CD
<br />O CDT O
<br />z
<br />O
<br />W o 0 0 o I I I
<br />L/ > N fM 4
<br />i � }
<br />CO U) Z Z
<br />�/QZ
<br />O ZCn
<br />W
<br />-;M--+ W o 0
<br />W
<br />-� _
<br />O V U U cn
<br />::)Z>
<br />0 goo
<br />Z CL
<br />1� �3�.Q
<br />rn m T- W
<br />(D
<br />N f3f °O=
<br />W �
<br />. . C'7 Q 0 Zoo
<br />Z U az�
<br />Mz
<br />Z ��
<br />U J
<br />00�
<br />m
<br />Z z
<br />z
<br />z
<br />W
<br />W fl-
<br />C>
<br />o
<br />> C:) LAST PLOT DATE
<br />Z 0 STRUCTURAL
<br />J DETAILS
<br />-F Fail
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />W/ DROP CEILING BRACING DETAIL
<br />SCALE: N.T.S.
<br />a
<br />2X4 BRACING @ 48" O.,C. CONTINUOUS TO
<br />FIXED LOCATION ATTACHED W/ (2) 10d 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 /l,1 ^
<br />V V JUN 1 1 0 Z
<br />`.'!aTUAL REVIEW ASSIST
<br />.,/irtual Review Assist, Inc.
<br />lwnq Review completed and a pr ved
<br />for col � nl'<3nce with the 2020 FBC 7th
<br />dition by Debra Anne Klahr PX2300
<br />WOOD FRAMED GABLE END BRACING DETAIL
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES
<br />FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />1
<br />04
<br />04
<br />C)
<br />T C)
<br />® o
<br />a LO
<br />`a A x 01 O5
<br />9' �/
<br />0L
<br />q� Q
<br />W
<br />gka „
<br />O
<br />0
<br />W
<br />0
<br />z
<br />Q
<br />i
<br />r
<br />nN (DLO o ^ E
<br />W L 'i c:r
<br />co
<br />N W
<br />5
<br />N V 0-0 - a
<br />A) L i o
<br />W O - 8
<br />} u
<br />.N Lu CN C
<br />o E � ai
<br />V V � 0
<br />L cn w O F
<br />W I-Q it _j Wgyzw z
<br />Q au)o �L)zt !OOM9 '<
<br />0CJO �W0J(Da.zY0ZLLpa
<br />ZLL O_ulgwO U) <La2QQ O�
<br />LLQ o FQU_
<br />O
<br />O
<br />Z W
<br />0�
<br />(n O
<br />4 —
<br />M O
<br />QU)CY�
<br />13- U) U ti
<br />co
<br />Q>-Q00
<br />Z 0
<br />W
<br />W -j
<br />O
<br />m
<br />I I I
<br />Q Q Q CD T
<br />0 0 0 0
<br />/�/\ N N N N
<br />`i /] Q M co
<br />O r T N
<br />W CD
<br />O CDT O
<br />z
<br />O
<br />W o 0 0 o I I I
<br />L/ > N fM 4
<br />i � }
<br />CO U) Z Z
<br />�/QZ
<br />O ZCn
<br />W
<br />-;M--+ W o 0
<br />W
<br />-� _
<br />O V U U cn
<br />::)Z>
<br />0 goo
<br />Z CL
<br />1� �3�.Q
<br />rn m T- W
<br />(D
<br />N f3f °O=
<br />W �
<br />. . C'7 Q 0 Zoo
<br />Z U az�
<br />Mz
<br />Z ��
<br />U J
<br />00�
<br />m
<br />Z z
<br />z
<br />z
<br />W
<br />W fl-
<br />C>
<br />o
<br />> C:) LAST PLOT DATE
<br />Z 0 STRUCTURAL
<br />J DETAILS
<br />-F Fail
<br />-F Fail
<br />
|