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SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d
<br />NAILS
<br />NAILING SCHEDULE FOR
<br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS
<br />SHEATHING DETAIL 2"x4" OUTLOOKERZ
<br />NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @
<br />TOP CHORD---�� @ 24" O,C.
<br />SHEATHING DETAIL EA. OUTLOOKER 2"x4"
<br />OR x
<br />BLOCKING F X!,
<br />OUTLOOKER
<br />FIRST FOUR
<br />@ 24" O.C.
<br />ROWSOF 45'
<br />24" MAX.
<br />1\-USP
<br />x 2X4 CONT"L" BRACE
<br />15'±
<br />TOP CORD BLOCKING 45'±
<br />TRUSSES @
<br />RT16 OR
<br />FOR FIRST FOUR FASTENED W/ (2) 1 Od
<br />EDGES OF 2x4 CRO�S BRACE
<br />EQUAL @ EA.
<br />ROWS OF TRUSSES @ 3"@ 24" O/C. CMID
<br />SHEATHING APPROX. 8" FROM
<br />OUTLOOKER
<br />EDGES OF HEIGHT
<br />TYPICAL @ RIDGE FASTENED AT
<br />"L" BRACE TO EXTEND
<br />SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO
<br />X4KIKER
<br />EXTEND @ LEAST 90% OF
<br />A
<br />48" O.C. EACH JOINT W/ (3) 1 Od
<br />MAX. & (2)10d TOE NAILS @
<br />AT LEAST 90% OF WEB
<br />@ 8�_OFO/C.
<br />@ 8'-0" O/C.
<br />2x4 CROSS BRACE WEB LENGTH & NOTCH @
<br />EA. END @ 48" O.C.
<br />LENGTH (SEE TABLE)
<br />APPROX. 8" FROM BOTTOM CHORD (SEE
<br />2x6 P.T.
<br />GABLE TRUSS
<br />RIDGE FASTENED AT TABLE)
<br />SILL
<br />1/2" CDX PLYWOOD OR
<br />EACHJOINTW/(2) 10d USP RT3A WITH 8-8d
<br />7/16" OSI3 SHEATHING
<br />& (2)10d TOE NAILS @ FROM LEDGER TP
<br />ATTACHED W/ 10d
<br />EA. END BLOCKING
<br />NAILS @ 6" O.C. EDGES
<br />GYPSUM WALL BOARWD GABLE TRUSS
<br />AND 12" O.C. FIELD
<br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR
<br />1 OdX3" @ 3" O/C
<br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING
<br />7
<br />THROUGH CHORD
<br />CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 1 Od NAILS
<br />INTO 2"x6" P.T. PLATE
<br />JAL
<br />2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" C.C. EDGES AND 12"
<br />2x4 "T" ON TOP OF PANEL RI OCK11
<br />\-WEEP SCREED
<br />SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD
<br />FASTENWITH 10dx3"@4"O/CSP ED
<br />INSTALLED PER MANUF.
<br />2"x6" P.T. SILL NOTCH "L" BRACE HERE
<br />@ 48" O,C�
<br />MOISTURE BARRIER
<br />5/8" x 10" "J" BOLT @ 48" O.C. WEEPSCREED
<br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM
<br />USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF.
<br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER
<br />—"0r7)UTA)A E:A T173HOC
<br />ALTERNATE USP LSTA1 8 STRAIGHT STRAP @ 4--0" MOISTURE BARRIER
<br />O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS
<br />VERT. WEB (24" O/C MAX.) W/7-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4"
<br />NOTE: IF EMBEDDED TAPCONS. SECTION
<br />STRAP MISSED VERTICAL SECTION r2
<br />WEB;USE SCALE: N.T.S.
<br />MSTAM36 ON OUTSIDE SCALE: N.T.S.
<br />REFER TO DETAIL J
<br />ON SHEET S5 FOR
<br />SEESTRUCTURAL-
<br />X-BRACING, AND TOP
<br />on
<br />NOTES AND NAILING
<br />CHORD BLOCKING
<br />CN
<br />m
<br />SCHEDULE FOR
<br />SP HGAM 10 W/ (4)
<br />INFORMATION
<br />00
<br />00
<br />SHEATHING DETAIL
<br />4"xl-3/4" WEDGE
<br />OLTS & (4) SDS 1/4"
<br />111
<br />2
<br />2"x4" CROSS BRACE -
<br />1 1/2" SCREWS
<br />-TWOODTRUSSES
<br />00
<br />80
<br />APPROX. 8" FROM
<br />RIDGE FASTENED AT
<br />RAT RUN BRACING
<br />EACH JOINT W1 (2)
<br />,,,--2x4
<br />AT 24" O.C. ON TOP OF
<br />10d & (2) 10d TOE
<br />BOTT. CHORD FOR 4
<br />TRUSS SPANS
<br />NAILS @ EA. END
<br />ATTACHED W/ 2 16d
<br />2x4 PANEL BLOCKING
<br />-
<br />AT EA . TRUSS JOINT
<br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF
<br />@48 " O/C FOR THE
<br />FIRST (4) ROWS OF
<br />2x4 BLOCKING @ 24"
<br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS
<br />TRUSSES FROM EA.
<br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L =
<br />4 1/2") OR EQUAL (D = 0107"', L = 4 1/2") OR EQUAL
<br />END TYP. TOP &
<br />O/C W/ 2 - 16d
<br />TOENAILS @ EA. END
<br />NOTES:
<br />BOT70M ATTACHED
<br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES
<br />4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL
<br />W/ (2) 16-d TOENAILS
<br />MASONRYWALL
<br />OF THE COLUMN
<br />(SPACE AS SHOWN FOR 3-PLY)
<br />ARCHITECTURAL FINISH
<br />2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS
<br />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 />EXT. WALL CONN. @
<br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d
<br />6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION
<br />NON - LOAD BEARING
<br />LOCATION � �D
<br />COMMON NAILS, (ONE INTO EACH OUTSIDE FACE OF
<br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING)
<br />SEE TYP. WALL SECTION FOR
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4" = V-0" � ss j TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 �
<br />2"x4" OUTLOOKER @ 24" -
<br />O.C. W/ (2) 1 Od PER JOINT
<br />IINIMUM 2x
<br />'ROSS BRACING
<br />SEE PLAN FOR
<br />OCATIONS) 1 Odx3" O/C
<br />TOENAIL 6" O/C
<br />W/ (2) 16d TYPICAL
<br />(2) 16d PER NAILS
<br />JOINT
<br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5
<br />CROSS BRACING DETAIL
<br />RUN
<br />ALTERNATE NON -DROP
<br />GABLE END DETAIL
<br />SCALE: N,T.S.
<br />SCALE: N.T.S. � �5
<br />GABLE TRUSS
<br />1" BRACE W/ 10d @ 4" O.C.
<br />12 (SEE SCHEDULE FOR SIZE
<br />6.9 1 MAX. AND LOCATION)
<br />S5
<br />S5
<br />1 -.1 � I di - - - . di - F � Ill.' 11 � J- \ I I � , " � 11 11 , .'- 1� I - - - 4 - , 1.'. 111 1 �, '[- , " � � 1% .. 1.' 11. .-. I
<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 />2x4 BLOCKING W/ H
<br />(2) 12d TOENAILS
<br />BACKNAIL W/ (2) 2x4 OUTLOOKER
<br />//-16d
<br />NAILS
<br />T P RD
<br />BLOCKING FOR
<br />USP RT1 � 6R
<br />FIRST FOUR ROWS
<br />EA
<br />EQUAL @ EA.
<br />OF TRUSSES @
<br />OUTLOOKER
<br />24" MAX. EDGES OF
<br />VE SHEATHING TYP.
<br />BRACE TO EXTEND
<br />rl"
<br />AT LEAST 90% OF WEB
<br />LENGTH (SEE TABLE)
<br />TRUSS
<br />/�GABLE
<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 />/,--(2)16d NAILS
<br />,,-2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C
<br />USP HGA10 @ 36"
<br />O.C.
<br />DBL. TOP STUD WALL
<br />PLAJT�E,
<br />(SEE TYP. SEC.)
<br />USP 8PT24 @ EACH
<br />STUD
<br />SECTION
<br />r4
<br />SCALE: N.T.S.
<br />1,,,15�
<br />2 x 4 BLOCKING W/(2) 1 Od
<br />TOE NAILS @ EACH END @
<br />24" O/C (TYP)
<br />BRAC I NG W/(3) 1 Od x 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 LOCATION (UNEVEN CLG.) rE
<br />SEE TYP. WALL SECTION FOR SCALE: N. ��S5
<br />ADDITIONAL INFORMATION,
<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" - 3'-0"
<br />T-O" - 6'-0"
<br />6'-0" & GREATER
<br />SCISSOR GABLE - (1) 2'W" #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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C.
<br />3) SEE 6/S5 FOR MORE INFO.
<br />SCALE: N.T.S.
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />OVERLAP TRUSS BRACING
<br />AT LEAST TWO TRUSS SPACES
<br />SEESTRUCTURAL
<br />IG
<br />NOTES AND NAILING
<br />BACKNAIL W1 (2) 16d NAILS
<br />SCHEDULE FOR
<br />SHEATHING DETAIL
<br />L
<br />2x4 OUTLOOKER @ 24"
<br />O.C. (OPTIONAL - SEE
<br />ELEVATIONS)
<br />"I-,
<br />...
<br />SEESTRUCTURAL-
<br />IKING
<br />TOP CORD BLOC ING
<br />USP RT16 OR EQUAL @
<br />NOTES AND NAILING
<br />FOR FIRST FOUR ROWS
<br />114" �AX" EA. OUTLOOKER
<br />XZ4
<br />SCHEDULE FOR
<br />OF TRUSSES @ EDGES
<br />SHEATHING DETAIL
<br />OF SHEATHING TYPICAL
<br />OU
<br />DOUB(ILE TOP PLATE
<br />2"x4" CROSS BRACE
<br />IT Y.,
<br />C�
<br />�x4 C
<br />2 ROSS BRACE APPROX.
<br />APPROX. 8" FROM
<br />N�� -1/USP
<br />8" FROM RIDGE FASTENED AT
<br />R
<br />RIDGE FASTENED AT
<br />SPT4 @ EA.
<br />EACH JOINT Wit (2) 1 Od & (2)
<br />EACH JOINT W/ (2)
<br />STUD
<br />10d TOE NAILS @ EA. END
<br />10d & (2) 10d TOE
<br />2X6 FRAMED WALL - SEE
<br />NAILS @ EA, END
<br />WALL SECTION FOR SPACING
<br />2x4 PANEL BLOCKING
<br />1/2" CDX PLYWOOD OR 7/16"
<br />/OSB
<br />@ 48" O/C FOR THE
<br />SHEATHING ATTACHED
<br />FIRST (4) ROWS OF
<br />W/ 10d NAILS @ 6" O.C. EDGES
<br />TRUSSES FROM EA.
<br />AND 12" O.C. FIELD
<br />(2) 16d NAILS
<br />END TYP. TOP &
<br />BOTTOM ATTACHED
<br />IAI/ I IVATnCKIA110
<br />Nw-
<br />2x4 PANEL BLOCKING @ 48" - 2x4 BLOCKING k
<br />O.C. FOR THE FIRST (4) ROWS
<br />OF TRUSSES FROM EA, END -\-2x4 "T" ON TOP OF PANEL
<br />TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH
<br />W/ (2) 16-d TOENAILS 1 0dx3" @ 4" O/C
<br />2x4 LEDGER (MATCH BOTTOM
<br />CHORD SLOPE OF ADJACENT
<br />TRUSS)
<br />SECTION
<br />SCALE: N.T.S.
<br />BACKNAIL W/
<br />F16d NAILS
<br />(2) 2X4 OUTLOOKER
<br />2
<br />@ 24" O/C
<br />TOPCORD
<br />8d @ 6"O/C -
<br />WOOD TRUSSES
<br />BLOCKING FOR
<br />x
<br />USP RT1 6 OR
<br />FIRST FOUR ROWS
<br />EQUAL @ EA.
<br />OF TRUSSES @
<br />OUTLOOKER
<br />24" MAX. EDGES OF
<br />MAX
<br />SHEATHING TYP.
<br />BRACE TO EXTEND
<br />v"L"
<br />AT LEAST 90% OF WEB
<br />LENGTH ( EE TABLE)
<br />GA LE TRUSS
<br />1/2" CDX PLYWOOD OR 7/16"
<br />(2) 16d NAILS
<br />OSB SHEATHING ATTACHED
<br />W/ 1 Od NAILS @ 6" O�C.
<br />SAND 12" O,C, FIELD
<br />AM10W/(4)-3/16"x1-3/4" -
<br />JACK TRUSS
<br />WEDGE BOLTS & (4) SDS 1/4" x 1
<br />EE PLAN FOR
<br />77:77::��CONNECTION
<br />1/2"SCREWS
<br />2x4 "T" ON TOP OF PANEL
<br />BLOCKING, FASTEN WITH
<br />1 Odx3" @ 4" O/C
<br />SECTION
<br />SCALE: N.T.S.
<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" OIC
<br />(SEE SCHEDULE FOR SIZE
<br />AND LOCATION)
<br />. .. .......
<br />@ EACH STUD
<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 />HIP FRAMING REFERENCE PLAN
<br />0
<br />z
<br />W
<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 W/
<br />10 d N A I L S @:�4V�"-
<br />PICAL
<br />GABLE TRUSS WEB -j
<br />DOUBLE 1" BRACING DETAI
<br />SCALE: N.T.S.
<br />2x4 "T" BLOCKING
<br />2x4 BLOCKING @
<br />48" O.C.
<br />1" BRACE ATTACHED�,, 11d NAIL
<br />W/ 1 Od NAILS @ 4" 0.
<br />TYPICAL
<br />GABLE TRUSS WEB
<br />SINGLE 1" BRACING DETAILr6
<br />SCALE: N.T.S.
<br />DIAPHRA M /
<br />BLOCKING @
<br />48" O/C _--GABLE TRUSS
<br />Al 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.
<br />20'-0" MAX
<br />ONTINUOUS BOTTOM CHORD BRACING 2X4 MIN.
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<br />NOTE:
<br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING
<br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING
<br />THAT MY BE REQUIRED
<br />2) '7 BRACING MAY BE USED IN PLACE OF PERMANENT
<br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB.
<br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN
<br />ASPER BCSI 1-13
<br />SCISSOR TRUSS
<br />SCISSOR TRUSS
<br />TOP & BOTTOM CHORD
<br />GABLE END BRACING @
<br />4'-0" O.C. MAX. FOR
<br />FIRST (4) ROWS OF TRUSSES
<br />SCALE: N.T.S.
<br />2X4 BRACING @ 48" O,C. CONTINUOUS
<br />TO FIXED LOCATION ATTACHED W/
<br />2-10d @ EA. TRUSS (NOTE: BRACING
<br />MAY BE PLACED ON EITHER TOP OR
<br />BOTTOM OF 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
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<br />To t he best oft in orm , and
<br />belief, the structur and p ci i..ti. ined
<br />within these drawings ril
<br />Building Code - Residen i., 6 ngineer's
<br />signature and seat is only for the structural engineering
<br />portions of the drawing pages bearing Engineer's signature
<br />seal.
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<br />SCALE AS NOTED
<br />DATE 1/5/2018
<br />TECH: MIAMES
<br />VERSION NO' 2m0
<br />SHEET NO.
<br />S5
<br />
|