|
UPDATED 11/02/2020
<br />WOODBEAM MN.(3) 08 SCREWS OR
<br />PER DESIGM (3)100 NAILS
<br />i VertiC110 SLB As Manufactured by
<br />The Steel Network, Inc.
<br />888-4744876 Attach to Header
<br />With Approved Fastener
<br />'-'-- NOTCHTRACKFLANGES
<br />(BOTH SUES)
<br />f
<br />STEEL TRACK '- STEEL KING STUD
<br />- STEEL TRACT( WITH ONE ae
<br />SCREW OR lod NAIL PER STUD REFER TO WALL p
<br />SPREAD SCREWS. TO
<br />SECTION FOR STUD &
<br />eoTroM of woo0 TRACK SPECIFICATION
<br />BEAM .- _- STEEL JACK STUDIO
<br />(AS REQUIRED)
<br />(6) 28 SCREWS OR 10d
<br />NAILS EACH SIDE) HEADER, JAMB & SILL SEE
<br />WINDOW 8 DOOR SCHEDULE
<br />SHIM AS NECESSARY _-_____. .-.._
<br />JACKSTUD
<br />DESIGNATION
<br />JAG( STUD ALLOWABLE WACITV '
<br />081
<br />&FOOT
<br />9-FOOT
<br />10-FOOT
<br />-
<br />M102-D
<br />2,276
<br />201
<br />1.788 -- ---
<br />M162-43 _._—.
<br />3,096
<br />2.706
<br />2.44
<br />3WS162-M -
<br />4,OW
<br />3551 -
<br />3,116
<br />35081824 B
<br />4,9n
<br />4,640
<br />3,927
<br />MM182-M .-_
<br />SM162-43
<br />2,270
<br />2.532
<br />2.340
<br />3,740
<br />3,199
<br />_ _--.3,249
<br />55CS162-M
<br />4,900
<br />4,650
<br />4,323
<br />550&1824i8
<br />B,t'A7
<br />8,,75
<br />5,719
<br />JACK STUD ALLOWABLE CAPACITY
<br />WALL
<br />HEIGHT
<br />[o'•o
<br />ls.""s1r r 4'x 25ga as manufactured by
<br />I Network, Inc. (888)474-4876
<br />VertlCli ft SL Series b)
<br />Steel Netowork, Inc.
<br />Header With St RClip HE by °
<br />The Steel Network, Inc. See
<br />Window Schedule
<br />JamStud by
<br />The Steel Network, Inc.
<br />See Window Schedule
<br />Finish See Wail Type 5/8"'
<br />Sill with StiffClip AL by e
<br />The Steel Network, Inc.
<br />See Window Schedule
<br />WEB CRIPPLING
<br />CONNECTION (IF NEEDEE
<br />SUGGESTED: $=lip AL
<br />or CL
<br />WINDOW ELEVATION, SINGLE STORY,
<br />CURTAINWALL
<br />/-JamStud-as manufactured by The Steel
<br />Network, Inc. (888)474-4876
<br />SOffCIip1`ALAs Manufactured by
<br />The Steel Network, Inc.
<br />8884744876 Attach to Header
<br />With Approved Fastener
<br />.'�
<br />— ATTACH TO JAMB AND HEADER
<br />W/Selr Drilling Screws #8 x 3/4 SCREWS
<br />'Min. EDGE DISTANCE
<br />HEADER CONNECTION TO JAMB
<br />SINGLE TRACK
<br />1" FLANGE MATERIAL
<br />15/V --I r
<br />L
<br />C
<br />21/2� E 3112`� C 3 518""(�
<br />4
<br />r
<br />15/8' --�
<br />T T
<br />T 51/2
<br />162T100
<br />250T100 350TIO0 362T100
<br />40OT100 55OT100
<br />18 ml (mil)
<br />18 ml (mil) 18 ml (mil) 18 ml (mil)
<br />18 ml (mil) 18 ml (mil)
<br />9114' L 1�
<br />IL12DOT100
<br />60OT100
<br />800TIDO 925T100 1000T100
<br />140OT100
<br />18 ml (mil) 18 ml
<br />(mil) 18 ml (mil) 18 ml (mil)
<br />18 ml (mil)
<br />18 ml (mil)
<br />1-1/4" FLANGE MATERIAL
<br />2"
<br />31f2� � 3 518'� 4�
<br />L
<br />�
<br />5112"F
<br />6
<br />35OT125 362T125 400T125
<br />55OT125
<br />60OT125
<br />25 mil 25 mil 25 mil
<br />25 mil
<br />25 mil
<br />SL
<br />9114"
<br />L [
<br />�QOT 25
<br />925m125 10005125 1200T125
<br />1400Ti25 1600T125
<br />[M All
<br />[25 II 45 mill 25 mil
<br />25 mil 25 mil
<br />WALL STUD SPECIFICATION
<br />EXAMPLE:
<br />350T12525,33ksi @24" o.c.
<br />60OT125.54mil,50ksi @ 16" o.c.
<br />24" o.c. = SPACING
<br />,z" o.c. = SPACING @ CORNERS
<br />TRACK SECTION LIBRARY
<br />-- - - —
<br />FULL ---
<br />I
<br />1�
<br />160OT100
<br />18 ml (mil)
<br />BRIDGING ATTACHMENT TWIST BridgeClip®
<br />/MAMI IFAr.TI1RFn RV TWF CTFFI MFTWnQK
<br />STEEL STUD
<br />WALL SHEETING ATTACHMENT
<br />SINGLE TRACK
<br />ITIONAL SCREWS
<br />LOAD BEARING
<br />LICATIONS
<br />v O BridgeBar@
<br />4' MAX STANDARD TRACK, MATCH
<br />8- in. WALLTHICKNESS
<br />BRIDGE ALTERNATE:
<br />WALL BRIDGING
<br />FULL SCALE USING 6" STUDS
<br />aa, —ANcae
<br />air ve uasrNAx
<br />Brun vnniN. iwa
<br />w saxLwsrosfuo
<br />.urtNu eaAaNc
<br />cx 1st'rewaxven>Eo
<br />",iworaemswsro
<br />-NaE
<br />NOTE: U.N.O. ALL SCREWS USED TO
<br />CONNECT LGS FRAMING MEMBERS SHALL
<br />BE #10 HWH SELF TAPPING. LGS TO STEEL
<br />SHALL BE #14 SELF TAPPING OR 3/4" GAS OR
<br />POWDER ACTUATED (PAF) FASTENERS W/
<br />MIN 3/8" EMBED, LINO ON PLANS.
<br />CLIP TRAI
<br />AT LAP JC
<br />WOOD BLOCKING
<br />PLACEMENT SHALL
<br />CONFORM WITH PLANS
<br />& CABINET MFG'S TRACK
<br />RECOMMENDATIONS
<br />2x WOOD BLOCKING
<br />(2) #8 SCREWS
<br />(2-1/4' OVALHEAD)
<br />AT EACH STUD
<br />WALL TRACK SEE
<br />SECTION FOR
<br />SPECIFICATION
<br />25 ga Min
<br />HEADER SPECIFICATION
<br />HEADER ATTACHMENT TO
<br />JAMB
<br />TOP AND BOTTOM
<br />TRACK TO BE CUT
<br />SHORT TO ALLOW FOR ----
<br />JAMB TRACK
<br />ATTACHMENT
<br />HEADER ASSEMBLY / ALTERNATE
<br />VSAT LAPPED TRACK
<br />CREWS @ 24- O.C.
<br />CTING CORNER STUDS
<br />P..VI ALIEaN1fEPLW
<br />EXTERIOR
<br />WALLSTUD
<br />INTERIOR GYPSUM
<br />WALL BOARD FINISH
<br />TRACK
<br />WALL CORNER FRAMING
<br />SINGLE TRACK
<br />ATTACH TRACK TO HEADER
<br />WI Self Drilling Screws
<br />#8 @ as stud 24'Min. EDGE DISTANCE
<br />ALTERNATE
<br />CONNECTION
<br />X ,_St[ffClip°AL As Manufactured by The
<br />Steel Network, Inc.
<br />888474-4876 Attach to Header
<br />yl✓/ With Approved Fastener
<br />6 ea #8 x 3/4" ern
<br />ATTACH TO HEADER W/ Self Drilling Screws
<br />4 #8 "'Min, EDGE DISTANCE
<br />[CUT STUD SHORT ®
<br />-- -
<br />[CUT STUD SHORT ®
<br />HEAD TO ALLOW FOR
<br />HEAD TO ALLOW FOR
<br />VERTICAL DEFLECTION
<br />VERTICAL DEFLECTION
<br />REQUIREMENTS AS PER
<br />REOUIREMENTS AS PER
<br />PROJECT SPECIFICATIONS)
<br />PROJECT SPECIFICATIONS]
<br />ATTACH TWO (2) VertiCllp® TO
<br />VERTICAL DEFLECTION
<br />EA. JAMB W/ 2412 SCREWS
<br />VERTICAL DEFLECTION
<br />ATTACHMENT USING
<br />@ EACH CLIP. CAP STUD WITH
<br />ATTACHMENT
<br />ATTACHMENT USING
<br />VertiCllp SL SERIES CLIP
<br />2'-0" Ig TRACK (SIZE & GA. TO
<br />Cll SL SERIES CLIP .
<br />P®
<br />AS MANUFACTURED BY
<br />MATCH STUD) W/2410
<br />AS MANUFACTURED BY PRODUCT DESIGNATION
<br />SEE { } THE STEEL NETWORK
<br />THE STEEL NETWORK
<br />SCREWS @ 8 o.c. & EA. END
<br />(888-474-4876)
<br />(8884744876)
<br />j--)F6 D ARE ATTACHED WEB TO
<br />WEB
<br />CURTAINWALL DEFLECTION DETAIL
<br />-
<br />DR)NA" DEFLECTION DETAIL
<br />-
<br />N.T.S. HEAD CONDITION
<br />N.T.S. HEAD CONDITION
<br />INSTALL 20ge. TOP TRACK
<br />/ (width to match wall stud)
<br />[CUT STUD SHORT
<br />HEAD TO ALLOW FOR
<br />ATTACHMENT TO PRIMARY STRUCTURE
<br />VERTICAL DEFLECTION
<br />W/ APPROVED FASTENER
<br />REQUIREMENTS AS PER r
<br />2 = QUANTITY �IaaR�
<br />PROJECT SPECIFICATIONS] J
<br />1/4 = DIAMETER
<br />1.25" = PENETRATION
<br />4" = MINIMUM EDGE DISTANCE
<br />TAPCON = MANUFACTURERS DESIGNATION
<br />OR EQUAL.
<br />VERTICAL DEFLECTION
<br />ATTACHMENT USING
<br />SECTIONS
<br />VertiCllp® SL SERIES CLIP
<br />AS MANUFACTURED BY
<br />THE STEEL NETWORK
<br />(888-4744876)
<br />// \
<br />INSTALL20ge.TOPTRACK
<br />(width to match wall stud)
<br />V
<br />CUT STUD SHORT
<br />HEAD TO ALLOW FOR
<br />VERTICAL DEFLECTION
<br />REQUIREMENTS AS PER
<br />l
<br />PROJECT SPECIFICATIONS
<br />PRODUCT DESIGNATION SEE { }
<br />VERTICAL DEFLECTION
<br />HEAD CONDITION__ —
<br />FULL SCALE USING 6" STUD
<br />[CUT STUD SHORT ®
<br />HEADTOALLOWFORVERTICAL
<br />DEFLECTIONATTACHMENT
<br />0*2
<br />TO PRIMARY STRUCTURE
<br />REOUIREMENTSASPERW/APPROVEDFASTENER
<br />PROJECT SPECIFICATIONS)=QUANTITY114
<br />= DIAMETER
<br />VERTICAL DEFLECTION1"
<br />= PENETRATION
<br />ATTACHMENT USING
<br />1/2" = MINIMUM EDGE DISTANCE
<br />VertiClip®SL SERIES CLIP
<br />Hilty = MANUFACTURERS DESIGNATION
<br />AS MANUFACTURED BY
<br />OR EQUAL.
<br />THE STEEL NETWORK
<br />(888-474-4876)
<br />CURTAINWALL DEFLECTION-DETAIL--
<br />N.T.S. HEAD CONDITION
<br />L �{ ATTACH TRACK TO STRUCTURE
<br />ItAS REQ'D PER DESIGN.
<br />1- It
<br />I _
<br />NOTE: INSIDE DIMENSION OF OUTER TRACK
<br />° SIDE VIEW j �'� �_ TO BE IF MORE THAN STUD DEPTH.
<br />DEEP LEG SLIP TRACK.
<br />MEMBER SIZE AS REQ'D
<br />PER DESIGN.
<br />GAP TO
<br />ALLOW FOR VF1111cA1 \ / DEFLECTION.
<br />T"rtACK�IU HTRAC"KT \\ \� VERIFY —
<br />GAP DEPTH
<br />O
<br />P LEG CAPPING TRACK 0
<br />MEMBER SIZE AS REQ'D
<br />PER DESIGN.
<br />(1)010.16SCREWAT /
<br />EACH FLANGE,
<br />WALLSTUD X
<br />SLIP TRACK DETAIL
<br />TELESCOPING SLIP TRACK CONNECTION
<br />STEEL CRIPPLE STI
<br />STEEL HEAD
<br />TRACK
<br />2x WOOD
<br />(2) #8 SCREWS
<br />OR 8d NAILS PER
<br />WEB TO WOOD
<br />PLATE
<br />#8 SCREW OR 8d
<br />NAIL @ 24" O.C.
<br />(INSTALLED FROM
<br />WOOD OR STEEL
<br />SIDE)
<br />-I-
<br />TOP VIEW
<br />Q EACH I
<br />WALL FRAMING
<br />FASTENERS
<br />WALL SHEATHING
<br />(SUCH AS GYPSUM BOARD,
<br />OSS OR PLYWOOD)
<br />WALL SHEETING ATTACHMENT
<br />SINGLE TRACK
<br />DOOR FRAMING ASSEMBLY_
<br />B
<br />RUNNER TRACK
<br />CONCRETE SLAB
<br />(BY OTHERS)
<br />STUD TO TRACK DETAIL
<br />ANCHORAGE TO STRUCTURE wry2) FASTa4FR's
<br />SCREWATTACH BOTH ENDS OF
<br />RUNNER TRACKS TO SHORT SECTION
<br />OF STUD w42)a1&16 SCREWS
<br />ON BOTH SIDES.
<br />ATTACH TRACK TO STRUCTURE
<br />AS REO'D PER DESIGN,
<br />CLARKWESTERN"•
<br />Max`rrakTM
<br />SLOTTED DEFLECTION TRACK
<br />MEMBER SIZE AS READ
<br />PER DESIGN.
<br />GAPTO
<br />ALLOW FOR VERTICAL
<br />DEFLECTION.
<br />ENGINEER
<br />I OF RECORD:
<br />ADACYVERE11.
<br />(1)WISWAFERHEAD 0
<br />FOR 20 GAUGE II
<br />OR
<br />(1)No-16 SCREW
<br />FOR IEAWER GAUGES,
<br />FRAMING SCREWS
<br />® EACH STUD LOCATION,
<br />STEEL TOP TRACK
<br />STEEL STUDS
<br />STEEL BOTTOM
<br />TRACK
<br />FASTENER F-1 ,_-_
<br />FASTENER F-2 � i>U 0
<br />IJ 0�.157x3/4" P.A.F.
<br />Itampa
<br />URSMoRDER"tampa, Inc.
<br />FASTENER F-3 �> SW sou° elbereea street 33611
<br />613.832.8667
<br />..2002460
<br />1/41.1A HWW TAPCON
<br />URBANoRDER.tam a Inc.
<br />Thar pure N mppoted and an &MW to
<br />oopyyNp prdeaim w sn'errl4tscLirel w0W under
<br />FASTENER F-4 - sachm 102 of Ore oopop" ea, 17 u.s.a as
<br />amensd Dwscrber 1990 and WAvn as arehlscsral
<br />walre ooww p owdon am of Im The
<br />PAN 10-16x3/4" TEKS-3 p101ettim Indaa« but Is nat to d" MMI
<br />form a wan aarrang—A and mmpoNWn of
<br />epees and siemens of de desgn. under such
<br />pmtectim unaurorind use of,heae plane, worx a
<br />home rpreM . can s9M1' nsull x1IM Coseaof emstnuctim a NO" lbn
<br />FASTENER F-5 ma" mmpsms DU"'ORBANoROER �„
<br />Floft fepWsdmAA2(U02450.
<br />HWH 12-144/4 TEKS-3
<br />FASTENER F-6 ISSUE DATE
<br />05/15/2019
<br />HWH 12.1408TEKSA REVISIONS
<br />FASTENER F-7 -
<br />#8-15xl-5/8" BUGLE HEAD DRYWALL SCREW
<br />FASTENER F-8
<br />12-247x2-314" PFH WING TEKS-4
<br />(2) #8 SCREWS Q 24' O.C.
<br />(2 SCREWS THROUGH TOP \
<br />FLANGES AND 2 SCREWS
<br />THOUGH BOTTOM FLANGES)
<br />BACK-TGBACK
<br />GSHAPES
<br />rA A
<br />(2), #8 SCREWS
<br />24' D.C.
<br />CRIPPLE STUD
<br />TRACK
<br />STRUCTURAL SHEATHING
<br />TRACK
<br />2" x 2' CLIP ANGLE
<br />ATTACHED WITH #8 SCREWS,
<br />MINIMUM LENGTH " WEB DEPTH
<br />MINUS 1121NCH
<br />TRACK
<br />JACK STUDS (AS REQUIRED)
<br />KING STUDS (AS REQUIRED)
<br />N SCREWS THROUGH
<br />SHEATHING TO EACH JACK &
<br />KING STUD AT 1/2 D.C.
<br />DOOR FRAMING ALTERNATE ASSEMBLY
<br />,2' SEcnON OF STUD
<br />SAME GAUGE AND SIZE
<br />AS TRACK.
<br />RUNNER TRACK
<br />i
<br />CONCRETE SLAB
<br />(BYOTHERS)
<br />BOTTOM TRACK SPLICE
<br />RUNNER TRACK SPLICE - SCREW ATTACHED
<br />4' LONG MIN. PIECE OF STUD
<br />SAME GAUGE AS WALL STUD
<br />TO FIT INSIDE TRACK WEB
<br />ATTACH USING:,4tN&16
<br />WAFERHEAD's FOR 20 GAUGE OR
<br />Hx110.16 SCREW, FOR HEAVER
<br />GAUGES BETWEEN SLOTS AS
<br />SHOWN.
<br />JWALL STUD
<br />SLOTTED DEFLECTION TRACK
<br />MMXTRAK WITH SPLICE
<br />ATTACH SLIP TRACK TO STRUCTURE
<br />AS REDS PER DESIGN.
<br />z
<br />DEEP LEO RUNNER TRACK.
<br />MEMBER SIZE AS REQ'D
<br />\ PER DESIGN.
<br />\. GAP TO
<br />ALLOW FOR VERTICAL
<br />-� DEFLECTION.
<br />E.O.R.:
<br />VERIFY GAP DEPTH _--
<br />J
<br />TYPICAL.
<br />JAMB STUD
<br />COLD ROLLED CHANNEL.
<br />(1-1/21x16 GAUGE CRC)
<br />TO BE PLACED WITHIN 12'
<br />OF SLIP TRACK.
<br />/
<br />TYPICAL
<br />WALL STUD
<br />SLIP TRACK DETAIL
<br />CURTAIN WALL STUD W LATERAL SWING
<br />WITHIN 17 OF SLIP TRACK
<br />ATTACH TRACK TO STRUCTURE
<br />AS REOD PER DESIGN.
<br />CENTERED AT EACH SLOT LOCATION.
<br />CLARKWESTERNTM
<br />MaxTrak'" 2D
<br />SLOTTED DEFLECTION & DRIFT TRACK
<br />MEMBER SIZE AS REQ'D
<br />PER DESIGN.
<br />GAP TO
<br />ALLOW FOR VERTICAL
<br />DEFLECTION.
<br />ENGINEER OF RECORD.
<br />VERIFY ADEQUACY OF W.
<br />FOR 20 GAUGE `11
<br />OR
<br />(Its 0.16 SCREW
<br />FOR HEAVIER GAUGES.
<br />FRAMING SCREWS
<br />® EACH STUD LOCATION,
<br />4" LONG MIN. PIECE OF STUD
<br />SAME GAUGE AS WALL STUD
<br />TO FIT NSIDE TRACK WEB
<br />ATTACHUSING
<br />WAFERHEAOs FOR 20 GAUGE OR
<br />(4)110.16 SCREWS FOR HEAVIER
<br />GAUGES BETWEEN SLOTSAS
<br />SHOWN.
<br />` WALL STUD
<br />SLOTTED DEFLECTION TRACK
<br />MAXtRAK 20 WITH SPLICE
<br />Y )
<br />M
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<br />CU
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<br />JOE TOPH.
<br />FL.,REG,AR10095
<br />DATE: 11119/2020
<br />DRINK
<br />CHKD
<br />SCALE:
<br />SHEET NUMBER
<br />A=19
<br />
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