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<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 - [RSHI - 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 />::NAIL W/
<br />16d NAILS
<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 />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. 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 10/S5 MAX. 9"
<br />BACKNAI L w/ (2) 16d NAILS BAC KNAI L w/ (2) 16d NAILS
<br />UNSUPPORTED,
<br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND
<br />SCHEDULE FOR SHEATHING DETAIL
<br />vIF
<br />45*±
<br />45'
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2X4 CR01:3 BRACE
<br />SCHEDULEFOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAILV 2x4 KICKER
<br />I --,-2x8 SYP#2 1" BRACE TO
<br />RIDGE FASTENED AT
<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)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 />S I M PSON 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)10d TOENAILS@ EA. 11
<br />-
<br />BLOCKING
<br />7/16" OSB SHEATHING
<br />FATTACHEDW/10d
<br />END
<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 />I
<br />1 OdX3" @ 3"O/C
<br />CORD ATTACHED W/ (2) 16d TOENAILS
<br />w/ 10d NAILS @ 6" O.C.
<br />--r
<br />I I CEI t
<br />THROUGH CHORD
<br />2"X4" LEDGER (MATCH BOTTOM CHORD t
<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 />2"X4" CROSS BRACE-\1
<br />x
<br />APPROX. 8" FROM
<br />\_
<br />RIDGE FASTENED AT
<br />/I �
<br />DOUBLE TOP PLATE
<br />EACH JOINT w/ (3) 1 Od
<br />/� 2x4 CROSS BRACE APPROX. 8"
<br />&(2) 10dTOE NAILS@
<br />AFROM
<br />RIDGE FASTENED AT
<br />EA.END
<br />EACH JOINT W/ (3) 1 Od & (2) 1 Od
<br />(NOT REQ'D WHEN
<br />TOE NAILS @ EA. END
<br />GABLE IS 4'-1 "OR
<br />/*
<br />2x FRAME WALL (SEE WALL
<br />SHORTER)
<br />N, 1\
<br />SECTION FOR SIZE & SPACING)
<br />2x4 PANEL BLOCKING
<br />,,-112" CDX PLYWOOD OR 7/16"
<br />@ 48" O/C FOR THE
<br />'\ (2) 16d
<br />OSB SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />N..
<br />NAILS
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />z
<br />AND 12" O.C. FIELD
<br />END TYP. TOP &
<br />BOTTOM ATTACHED
<br />(2) 16d NAILS
<br />W/ (2) 16d TOENAILS
<br />..
<br />.
<br />.
<br />O.0
<br />7n=T==T_=
<br />2x4 PANEL BLOCKING @ 48 FOR-- 2x BLOCKING
<br />2x4 "T" ON T6P OF PANEL BLOCKING�l ED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 `7 ON TOP OF PANEL
<br />WEEPSCRE
<br />1/2" x 8" "J" BOLT @ 48" O
<br />C
<br />INSTALLED PER MANUF.
<br />.
<br />. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />::W
<br />@ 48" O.C. BLOCKING, FASTEN WITH
<br />I SIMPSON META12 w/ (7) 1 Odxl 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"0" SIDS SCREWS TO PLATES AT 24" 70.C.
<br />"
<br />" "
<br />"
<br />"
<br />"
<br />1 0d
<br />3"
<br />4" O/C
<br />MOISTURE BARRIER
<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 />_�
<br />SIMPSON META1 2 w/ (7)
<br />ALTERNATE SIMPSON MSTAM24w/(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 />�5
<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 - [RSH1 - 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 />x
<br />x
<br />SEE STRUCTURAL--,,,,
<br />CHORD BLOCKING
<br />NOTES AND NAILING
<br />4
<br />INFORMATION
<br />z 00 00
<br />SCHEDULEFOR Ix
<br />SHEATHING DETAIL BACKNAILw/__/
<br />CKNA W/-/
<br />WOOD TRUSSES
<br />co 60 00
<br />1 6d NIL
<br />AILS
<br />(2) 16d NAILS
<br />2"X4" CROSS BRACE
<br />APPROX. 8" FROM
<br />2X4 RAT RUN BRACING
<br />x
<br />1 12"
<br />RIDGE FASTENED AT
<br />AT 24" O.C. ON TOP OF
<br />EACH JOINT W/ (3)
<br />BOTT. CHORD FOR 4
<br />TRUSS SPANS
<br />10d & (2) 10d TOE
<br />ATTACHED W/ 2 - 16d
<br />1�
<br />NAILS @ EA. END
<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 />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 5 112" LAG SCREWS OR EQUAL
<br />BOTTOM ATTACHED
<br />MASONRYWALL
<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. P
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />NON — LOAD BEARI G LOCATION
<br />lIl( �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />-
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" � �5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 8
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S.
<br />S5
<br />1INIMUM 2x
<br />2OSS BRACING
<br />3EE PLAN FOR
<br />OCATIONS)
<br />TOENAIL
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />ww -w— wiv, w, 2"
<br />4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />GABLE END BRACING DETAIL
<br />12"
<br />'SH SCHEDULE
<br />XTACHMENT
<br />SYP BLK'G @ 16" O.C.
<br />J x 0. 131
<br />AILS EA. SIDE
<br />2x4 #2 SYP w/ 1 Old
<br />XO. 131 @ 8" O.C.
<br />ALTERNATE NON —DROP
<br />GABLE END DETAIL
<br />SCALE: N.T.S.
<br />�5
<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 />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/ 1 Od NAILS
<br />O.C. FIELD
<br />@ 6" O.C. EDGES AND 12"
<br />.2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1 OCIXT' @ 4" O/C
<br />PL T SIMPSON SP2 wl (12) 1 Od
<br />-2X4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE
<br />NAILS AT EACH STUD
<br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.)
<br />SECTION SECTION
<br />r3 r4
<br />SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />�5
<br />REV. 06.08.22
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" 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/ 1 Od NAILS @ 6" 0. C.
<br />E AND 12"' C. FIELD
<br />JACK TRUSS
<br />SEE PLAN FOR
<br />2X4 "T" ON TOP OF PANEL--/
<br />L
<br />LLI
<br />BLOCKING, FASTEN WITH
<br />2X4 BLOCKING W/
<br />1 Odx3" @ 4" O/C
<br />(2) 12d TOENAILS
<br />SECTION
<br />rg
<br />SCALE: N.T.S.
<br />��5�
<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 />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAM10KTA W/ (4)
<br />1/4"xl 1/2" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"X2 3/4"
<br />TITEN TO CMU
<br />2 x 4 BLOCKING w/ (2) 10d
<br />TOE NAILS AT EACH END @
<br />24" O/C (TYP)
<br />LU
<br />BRACING W/ (3) 1 Od x
<br />3" AT
<br />EACH CONN. @ 24"
<br />O/C
<br />IS,\\\\ -MOISTURE BARRIER
<br />BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH
<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" - T-10"
<br />T-O" - 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 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS
<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 />SIMP6UN SP2 w/ (12)
<br />1 Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<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
<br />10d NAILS 4"
<br />O.C. TYPICAL Al.
<br />V_T
<br />GABLE TRUSS WEB
<br />DOUBLE "L" BRACING DETAI
<br />SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />2X4 BLOCKING @
<br />48"O.C.
<br />16d NAIL
<br />1" BRACE ATTACHED -
<br />Aj4
<br />L
<br />W/ 1 Od NAILS @ 4" 0.
<br />TYPICAL TT
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAIL 6
<br />SCALEi N.T.S.
<br />S5
<br />DIAPHRAGM
<br />BLOCKING @
<br />48" O/C
<br />_T� -GABLE TRUSS
<br />TRUSS VERTICAL
<br />2) 2"x8" 1" BRACE
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE
<br />AS PER HIB 91 SCALE: N.T.S.
<br />20'-0" MAX
<br />CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
<br />L
<br />"ql
<br />1111�
<br />cc
<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) "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 />L
<br />AS PER BCSI
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />SCALE: N.T.S.
<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 />W/ DROP CEILING BRACING DETAIL
<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
<br />LW
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<br />III I I 1111001
<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
<br />Fiords Building Code -
<br />Residential 7th Edition, Engineer's signature and seal is only for
<br />the st ct ral engineering portions of the drawing pages bearing
<br />ru u
<br />Engineer's signature and seal,
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<br />NO: 23-05707-05712
<br />SCALE
<br />AS NOTED
<br />SHEET NO.
<br />S5
<br />
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