|
SIMPSON HGAM1(
<br />W/
<br />(4) 1/4"xl 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 - [RSHj - 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 DETAIL-7 (2) 16d NAILS-7 rIF >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 4 BAYS)
<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 1 O/S6
<br />BACKNAI L w/ (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL
<br />45'±
<br />Z
<br />45'
<br />SEE STRUCTURAL
<br />NOTES AND NAILING
<br />2x4 CROI
<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 />@ 8'-0" O/C.
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTW/(3) 10d
<br />/__"L" 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 H2.5A 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 />ATTACHED W/ 10d
<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 />CORD ATTACHED W/ (2) 16d TOENAILS 7
<br />OSB SHEATHING ATTACHED
<br />I I
<br />I CRI
<br />I If
<br />61 —
<br />A
<br />10dX3" @ 3" O/C
<br />//'-THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />w/ 10d NAILS @ 6" O.C.
<br />EDGES AND 12" O.C. FIELD
<br />INTO 2"X6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<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 />�J�, 14'. W AND 12" O.C. FIELD
<br />,%. --,- (2) 16d NAILS
<br />2x4 "T" ON TOP OF PANEL BLOCKING,�� 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FO 2x BLOCKING
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED \\-WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL
<br />INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. — WEEP SCREED FROM EA. END TYP. TOP & BOTTOM
<br />@ 48" O.C. SIMPSON META12 w/ (7) 1 0dx1 1/2" NAILS AT 6_011 INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH
<br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 611 FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 1 0dx3" @ 4" OIC
<br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 1 Od NAILS L2x4 LEDGER (MATCH BOTTOM CHORD
<br />NOTE: IF EMBEDDED
<br />1 Odxl 1/2" NAILS AT EA.
<br />& (4) 114"x2 114" TITEN @ 4'-0" O/C ALIGNED WITH
<br />-
<br />STRAP MISSED VERTICAL
<br />SECTION
<br />TRUSS VERTICAL WEB (2.4,,
<br />GABLE WEB 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 />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 />Z4
<br />X-BRACING, AND TOP
<br />SEE STRUCTURAL--,,,,.
<br />CHORD BLOCKING
<br />NOTES AND NA;LING
<br />x
<br />x
<br />INFORMATION
<br />00
<br />co
<br />SCHEDULE FOR
<br />SHEATHING DETAIL
<br />BACKNAIL w/-/
<br />-WOOD TRUSSES
<br />00
<br />1112
<br />00
<br />2"x4" CROSS BRACE ----
<br />(2) 16d NAILS
<br />APPROX, 8" FROM
<br />-2X4 RAT RUN BRACING
<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 />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
<br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
<br />@ 48" O/C 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 wl (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: TWf= I ACZT I AKAINIATIMI
<br />(SPACE AS SHO N FOR 3-PLY)
<br />OLUrt Ur AUJAUMNI I NUZiO)
<br />SECTION
<br />SCALE: N.T.S.
<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 I
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 1 O/S6
<br />2"x4" CROSS BRACE -
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />"L" BRACE TO EXTEND
<br />EACH JOINT w/ (3)
<br />AT LEAST 90% OF WEB
<br />10d & (2) 10d TOE
<br />LENGTH (SEE TABLE)
<br />NAILS @ EA. END
<br />GABLE TRUSS
<br />2x4 PANEL BLOCKING
<br />//,/-1/2" CDX PLYWOOD OR
<br />@ 48" O/C FOR THE
<br />(2) 16d
<br />/-7116" OSB SHEATHING
<br />FIRST (4) ROWS OF
<br />NAILS
<br />ATTACHED w/ 1 Od NAILS
<br />TRUSSES FROM EA.
<br />@ 6" O.C. EDGES AND 12"
<br />END TYP. TOP &
<br />O.C. FIELD
<br />BOTTOM ATTACHED
<br />W/ (2) 16d TOENAILS
<br />- - - -
<br />---2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FAST EN WITH
<br />1 Odx3" @ 4" O/C
<br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />TRUSS & (4) 1/4"0" SDS SCREWS TO PLATES AT 24" O.C.
<br />DBL. TOP PLATE
<br />SIMPSON SP2 w/ (12) 1 Od
<br />NAILS AT EACH STUD
<br />STUD WALL (SEE TYP. SEC.)
<br />SECTION
<br />r4
<br />SCALE: N.T.S.
<br />�5
<br />MAX 9"
<br />UNSUPPORTED, 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d
<br />IF >9" SEE 10/S6 FWOOD TRUSSES TOE NAILS AT EACH END @
<br />1 1 24" O/C (TYP)
<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 />X/
<br />M
<br />y N
<br />�BRACING w/ (3) 1 Od x 3" AT
<br />OSB SHEATHING ATTACHED
<br />EACH CONN. @ 24" O/C
<br />W/ 1 Od NAILS @ 6" O.C.
<br />SIMPSON HGAM 1 OKTA w/ (4)
<br />�,_MOISTURE BARRIER
<br />E ES AND 12" O.C. FIELD
<br />1/4"xl 1/2" SDS SCREWS TO
<br />TRUSS
<br />BLOCKING & (4) 1/4"x2 3/4"
<br />\-BOND BEAM
<br />/,---JACK
<br />SEE PLAN FOR
<br />TITEN TO CMU
<br />CONNECTION
<br />Pl��ARCHITECTURAL
<br />MASONRYWALL
<br />FINISH
<br />2x4 "T" ON TOP OF F ' -
<br />L2x4BLOCKINGW/
<br />JL!
<br />EXT. WALL CONN. (�b
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W1 (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />BLOCKING, FASTEN WITH
<br />1 0dx3" @ 4" O/C
<br />(2) 12d TOENAILS
<br />T...,
<br />4L
<br />NON - LOAD BEARNG LOCATION KD
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0"
<br />\�Ii5�
<br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8
<br />SECTION
<br />r9
<br />ADDITIONAL INFORMATION.
<br />SCALE: N.T.S. �5
<br />SCALE: N.T.S. 1\i5�
<br />1INIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS)
<br />(2) 16d PER
<br />JOINT
<br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL rT'�
<br />SCALE: N.T.S. � S5 )
<br />GABLE END BRACING DETAIL
<br />TOENAIL %
<br />(2) 16d NA
<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" 0. C.
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL ri 0
<br />SCALE: N.T.S. ���5
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />SCALE: N.T.S.
<br />� OVERLAP TRUSS BRACING
<br />PRE-ENGINEERED--\ AT LEAST TWO TRUSS SPACES 6", OVERLAP
<br />WOOD TRUSSES
<br />` MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING
<br />TRUSS BRACING OVERLAP DETAIL
<br />SCALE: N.T.S. � 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.) rE
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. '\. �S5
<br />ADDITIONAL INFORMATION.
<br />1" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />"L" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />1" BRACE
<br />2"x6" (U.N.O.)
<br />1" BRACE
<br />24"
<br />0'0"- 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 10dx3" NAILS b 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SIMPSON HGA10KT wl (4) 114"xI 1/2" SDS
<br />GABLE END BRACING DETAIL SCALE: 3/4"=1'-0"
<br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION
<br />SIMPSON SP2 wl (12)
<br />1 Od NAILS AT EACH
<br />STUD
<br />HIP FRAMING REFERENCE PLAN
<br />0
<br />z
<br />LU
<br />2x4 BLOCKING_�,, --2x4 "T" BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />1" BRACE
<br />ATTACHED W/ 4�
<br />10d NAILS @:)4�"
<br />O.C. TYPICAL
<br />GABLE TRUSS EB
<br />DOUBLE "L" BRACING DETAI
<br />SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />2A BLOCKING @
<br />48" O.C.
<br />1" BRACE ATTACHED 16d NAIL
<br />W/ 1 Od NAILS @ 4" O.0
<br />TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAIL
<br />SCALE: N T S_ (:]S5�_
<br />DIAPHRAGM -4
<br />BLOCKING @I BLE TRUSS
<br />48" O/C
<br />-9EE�� :±tJ� TRUSS VERTICAL
<br />(2) 2"x8" 1" BRACE
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE /`_7
<br />AS PER HIB 91 SCALE: N.T.S. \, S5 J
<br />20'-0" MAX 20'-0" MAX
<br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN.
<br /><
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<br />NOTE: ZTOP 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 BRACINC
<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 />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 />MAT '3 V 2fi 7
<br />Virtual Review Assis, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />2>*L%d10EAnne Klahr PX2300
<br />--SIMPSON LSTA18
<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 />0
<br />0- >_ LU
<br />z U)
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<br />F_
<br />0
<br />z
<br />z
<br />z
<br />LH
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<br />N
<br />LAST PLOT DATE
<br />>
<br />Apr. 24, �3,
<br />z
<br />4-a
<br />0
<br />STFUCTURAL
<br />DETAILS
<br />
|