|
SIMPSON HGAM1(
<br />W/
<br />(4)1/4"xl 1/2"SDS
<br />SCREWS
<br />TO BLOCKING &
<br />114")r2 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 />MAX. 9"
<br />TOENAIL w/ UNSUPPORTED,
<br />SEE STRUCTURAL NOTES AND NAILING
<br />(2) 16d NAILS 7 IF >9" SEE 1 O/S6
<br />SCHEDULE FOR SHEATHING DETAIL-7
<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 10/S6
<br />BACKNAIL wl (2) 16d NAILS
<br />SEE STRUCTURAL NOTES AND NAILING
<br />SCHEDULE FOR SHEATHING DETAIL _�\
<br />45*±
<br />45*±
<br />Z
<br />45*
<br />SEESTRUCTURAL
<br />NOTES AND NAILINGV
<br />2x4 CROI
<br />BRACE
<br />SCHEDULEFOR
<br />APPROX. 8" FROM
<br />SHEATHING DETAIL
<br />KERN
<br />2x4 KICKER
<br />2x8 SYP#2 "L" BRACE TO
<br />RIDGE FASTENED AT
<br />@4,Kl
<br />@ 8'_011 O/C.
<br />8 _O�O/C
<br />EXTEND AT LEAST 90% OF
<br />EACHJOINTW/(3) 10d
<br />"L" BRACE TO EXTEND
<br />2x4CROSSBRACE
<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 />E 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 />F
<br />END
<br />I IN"
<br />ATTACHED W/ 10d
<br />,NAILS
<br />GYPSUM WALLBOARD
<br />GABLE TRUSS
<br />ly.
<br />@ 6" O.C. EDGES
<br />2"x4" PANEL BLOCKING @ 48"O.C. FOR THE FIRST
<br />112" 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 />l " @ T' O/C
<br />OcIX3
<br />CORD ATTACHED W/ (2) 16d TOENAILS
<br />w/ 10d NAILS @ 6" O.C.
<br />THROUGH CHORD
<br />2"x4" LEDGER (MATCH BOTTOM CHORD
<br />EDGES AND 12" O.C. FIELD
<br />INTO 2" 6" P T PLATE
<br />SLOPE OF ADJACENT SCISSOR TRUSS)
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S6
<br />DOUBLE TOP PLATE
<br />2x4 CROSS BRACE APPROX. 8"
<br />FROM RIDGE FASTENED AT
<br />EACH JOINT w/ (3) 10d & (2) 10d
<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 />x
<br />.
<br />.
<br />_E
<br />2x4"r ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48"O.C. FOR 2x BLOCKING
<br />NOTCH "L" BRACE HERE
<br />FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.0 THE FIRST (4) ROWS OF TRUSSES 2x4 "T"ON TOP OF PANEL
<br />@ 48' O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH
<br />MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3"
<br />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 />SIMPSON META12 w/ (7)
<br />ALTERNATE SIMPSON MSTAM24 wl (7) 1 Od NAILS
<br />NOTE: IF EMBEDDED
<br />10dxl 1/2" NAILS AT EA.
<br />& (4) 1/4"x2 1/4"TITEN @ 4'-O"O/C ALIGNED WITH
<br />STRAP MISSED VERTICAL
<br />SECTION
<br />TRUSS VERTICAL WEB (24,,
<br />GABLE WEB SECTION r2
<br />WEB, USE MSTAM36 wl (7)
<br />O.C. MAX) w/ MIN. 4"
<br />10d NAILS & (4) 1/4"X2 1/4-
<br />SCALE: N.T.S.
<br />EMBEDMENT IN KO BLOCK
<br />SCALE: N.T.S.
<br />1_1�1�
<br />TITEN ON OUTSIDE _j
<br />I
<br />2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSHI - 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 />SEE STRUCTURAL—
<br />CHORD BLOCKING
<br />cq
<br />;0
<br />;0
<br />NOTES AND NAILING
<br />x
<br />INFORMATION
<br />SCHEDULEFOR
<br />_111
<br />S �
<br />SHEATHING DETAIL
<br />BACKNAIL WI-J
<br />2
<br />(2) 16d NAILS
<br />-WOOD TRUSSES
<br />60
<br />;0
<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 />EACH JOINT w/ (3)
<br />It
<br />BOTT. CHORD FOR 4
<br />10d & (2) 10d TOE
<br />TRUSS SPANS
<br />NAILS @ EA. END
<br />ATTACHED W/ 2 - 16d
<br />AT EA. TRUSS JOINT
<br />(2) 2"x 4" LAMINATIONS W1 (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" 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 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 />- - - -
<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 LAMINATION
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />2x4'7" ON TOP OF PANIE-1
<br />BLOCKING, FASTEN WITH
<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. 10dx3" @ 4" O/C
<br />NON - LOAD BEARI COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF
<br />PG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SECTION
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4' 1 �4' , �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SCALE: N.T.S.
<br />ADDITIONAL INFORMATION. SCALE: N.T.S.
<br />S5
<br />IINIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS) TOENAIL 1
<br />(2) 16d NA
<br />(2) 16d PER
<br />JOINT
<br />2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />SCALE: N.T.S.
<br />S5
<br />12"
<br />2H SCHEDULE
<br />krTACHMENT
<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
<br />SCALE: N.T.S.
<br />�, �5
<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 />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 />-2x4 LEDGER (MATCH BOTTOM CHORD
<br />SLOPE OF ADJACENT TRUSS)
<br />r3
<br />SECTION
<br />SCALE: N.T.S.
<br />MAX. 9"
<br />UNSUPPORTED,
<br />IF >9" SEE 10/S6
<br />1" BRACE TO EXTEND
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />-GABLETRUSS
<br />-1/2" CDX PLYWOOD OR 7/16"
<br />OSB SHEATHING ATTACHED
<br />W/ 1 Od NAILS @ 6" O.C.
<br />E - SAND 12" O.C. FIELD
<br />104�]JACK TRUSS
<br />SEE PLAN FOR
<br />C(ONNECTION
<br />(2) 12d TOENAILS
<br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END.
<br />SEE SCHEDULE - [RSHI - 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/ 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" OIC
<br />SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO
<br />TRUSS & (4) 1/4"x3' SIDS SCREWS TO PLATES AT 24" O.C.
<br />DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od
<br />NAILS AT EACH STUD
<br />STUD WALL (SEE TYP. SEC.)
<br />SECTION
<br />SCALE: N.T.S.
<br />8d @ 6"O/C
<br />WOOD TRUSSES
<br />SIMPSON HGAM1 OKTA w/ (4)
<br />1/4"xl 1/2" SDS SCREWS TO
<br />BLOCKING & (4) 1/4"x2 3/4'
<br />TITEN TO CMU
<br />EXT. WALL CONN. @ NON LOAD
<br />BEARING LOCATION (UNEVEN CLG.)
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. rE
<br />5
<br />ADDITIONAL INFORMATION. �'S
<br />"L" BRACING REQUIREMENTS
<br />STUD
<br />SPACING
<br />NO
<br />"L" BRACE
<br />(1) 2"x4" (U.N.O.)
<br />"L" BRACE
<br />2"x6" (U.N.O.)
<br />"L" BRACE
<br />24"
<br />0'0" - T-O"
<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) "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 HGA10KTw/(4)1/4"xl 1/2"SDS
<br />SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS
<br />TO PLATES (TYP.)
<br />L—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 />2x4 BLOCKING-,,,"" --2x4"r'BLOCKING
<br />@ 48" O.C. 16d NAIL
<br />CE
<br />"L" BRA
<br />ATTACHED W/
<br />1 Od NAILS @ 4"
<br />O.C. TYPICAL
<br />GABLE TRUSS WEB
<br />DOUBLE 1" BRACING DETAIL
<br />SCALE: N.T.S. S5
<br />W
<br />j) 4�
<br />x4"T"BLOCKN
<br />x
<br />48" O.C. 16d NAIL
<br />"L" BRACE ATTACHED -
<br />W/ 1 Od NAILS @ 4" 0.
<br />TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE "L" BRACING DETAIL�-_6
<br />SCALE: N.T.S. \,,,S5
<br />DIAPHRAGM
<br />-4
<br />BLOCKING
<br />. O/C @
<br />48'
<br />IT54 ;,--GABLE TRUSS
<br />TRUSS VERTICAL
<br />(2) 2"x8" 'L" BRACE
<br />FASTENED WITH (3)
<br />16d PER SIDE
<br />SCISSOR GABLE "T" BRACE /"'-7
<br />AS PER HIB 91 SCALE: N.T.S.
<br />\1�1�
<br />20'-0" MAX 20'-0" MAX
<br />-X' BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN.
<br />Ll
<br />p-
<br />m
<br />1116
<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 />a:
<br />\-BRACING w/ (3) 1 Od x 3" AT
<br />EACH CONN. @ 24' O/C
<br />MOISTURE BARRIER
<br />-BOND BEAM
<br />MASONRY WALL
<br />ARCHITECTURAL FINISH 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 /BOTTOM 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 L
<br />AS PER BCSI SCALE: N.T.S. c- r-
<br />SCISSOR TRUSS
<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 />SCISSOR TRUSS
<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 />SEP 0 8 2022
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<br />2X4LEDGER
<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
<br />@ 16- O.C.
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<br />STRUCTURAL
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<br />DETAILS
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