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4" LONG MIN PIECE OF STUD SAME
<br />GAUGE AS WALL STUD TO FIT INSIDE
<br />TRACK WEB ATTACH USING: (4) #10-16
<br />S.M.S. BETWEEN SLOTS AS SHOWN
<br />1/2" G
<br />A
<br />P
<br />MAX
<br />4" M
<br />I
<br />N
<br />WALL STUD
<br />PROVIDE FASTENERS BEWTEEN
<br />EA STUD & SLOTS PER 11/-, TYP
<br />ATTACH TRACK TO
<br />STRUCTURE PER 11/-
<br />4" WIDE x 2-1/2" LEG x 14 GA
<br />SLIP TRACK, TYP
<br />GAP TO ALLOW
<br />FOR VERTICAL
<br />DEFLECTION
<br />PER 11A
<br />12 SLIP TRACK SPLICE
<br />N.T.S.
<br />NOTE:
<br />SISTERED TOP CONNECTION NOT
<br />SHOWN FOR CLARITY, SEE 11/-.
<br />7
<br />FLOOR STRENGTHENING
<br />AT RACK STORAGE - END SUPPORT
<br />N.T.S.
<br />2" MIN,
<br />TYP
<br />1 1/2" MIN,
<br />TYP
<br />ALIGN, TYP
<br />LVL PER PLAN W/ SIMPSON
<br />'MGU-5.50 S.D.S.' HANGER ,
<br />ORDER HANGER SHALLOW
<br />ENOUGH SO ALL FACE
<br />MOUNT SCREWS CONNECT
<br />TO WEB FILLER & MAINTAIN
<br />1-1/2" EDGE DISTANCE
<br />(E) TJI BEYOND, V.I.F., TYP
<br />(E) STEEL BEAM W/ 4x
<br />NAILER PER PLAN
<br />4x16 FULL-DEPTH WEB
<br />FILLER W/ (2) 3/4"Ø THRU EA
<br />PIECE, TYP EXTENT OF LVLS,
<br />RIP WEB FILLER AS REQ'D,
<br />TYP EA SIDE OF Wx BEAM
<br />(E) 1 1/2" GYPCRETE O/ (E)
<br />PLYWOOD PER PLAN, V.I.F.
<br />A
<br />A
<br />SECTION A- A
<br />11 HOIST BEAM
<br />N.T.S.
<br />(E) SHTG O/ (E)
<br />ROOF FRAMMING
<br />PER PLAN, V.I.F.,
<br />TYP
<br />5,000 ± HOIST MAX, SEE
<br />MFR DRAWINGS BY OTHERS
<br />7'-0" MAX, S.A.D.
<br />(E) ROOF PURLIN W/(E)
<br />POST-TENSIONING, DO NOT
<br />MODIFY OR ENCAPSULATE
<br />IN LIFT SHAFT, V.I.F.
<br />5 1 4" x 9 1 4" LVL
<br />HOIST BEAM SHAFT WALL,
<br />S.A.D., SEE
<br />NOTE 2
<br />4x6 POST W/
<br />SIMPSON 'LCE'
<br />POST CAP TYP
<br />(E) P.T. BRACE
<br />BEYOND, SHIFT
<br />LIFT AS REQ'D
<br />TO AVOID
<br />TYP
<br />5
<br />-
<br />NOTES:
<br />1.WHERE HOIST BEAM POST FALLS ON LIFT OPENING HEADOUT W/ 6x12 AS REQ'D.
<br />2.WOOD POST TO OCCUR WITHIN METAL STUD FRAMING W/ NAILERS & FASTENERS
<br />PER 4/-, S.A.D.
<br />METAL STUD
<br />SHAFT WALL
<br />BEYOND,
<br />S.A.D., TYP
<br />10 LIFT BRACING @ SECOND FLOOR
<br />N.T.S.
<br />(E) TOPPING O/ (E) PLYWOOD
<br />PER PLAN, V.I.F.
<br />SIMPSON 'DTT2Z' EA SIDE OF
<br />BLKG, STAGGER PER A-A
<br />SHAFT WALL,
<br />S.A.D.
<br />1/2"Ø THRU BOLT W/ 2" SQ
<br />PLATE WASHER
<br />LIFT BRACE W/
<br />PL PER MFR, TYP
<br />OR (2) WASHERS
<br />DBL 2x BLKG W/ (4) SIMPSON
<br />'A35' ((2) EA SIDE) W/ (12)
<br />'PH612I' SCREWS, TYP (2) BAYS
<br />BM PER PLAN
<br />(E) TJI PER PLAN W/ 3/4" PLYWOOD OR 2x WEB
<br />FILLER PER MFR RECOMMENDATIONS W/ MIN
<br />(6) CLENCHED 16d NAILS, TYP EA END OF BLKG SIMPSON 'MST37', FILL
<br />ALL HOLES
<br />A-A
<br />-
<br />EQ
<br />CL BLKG, STRAP
<br />DBL 2x BLKG PER
<br />1/2"Ø THRU BOLT W/ 2" SQ
<br />PLATE WASHER TO BACK
<br />SIDE OF BM, TYP OF (2)
<br />BEAM BEYOND PER PLAN
<br />HOLDOWN PER 10/-, TYP OR
<br />(2) STAGGER LOCATION EA
<br />SIDE OF BLKG
<br />STRAP PER 10/- CENTERED
<br />ON BLKG ABOVE
<br />A-A
<br />1/4"x4" SIMPSON
<br />'S.D.S.' SCREW
<br />@ 32" O.C. ,TYP
<br />2
<br />3 HOLES IN DBL TOP PLATES
<br />N.T.S.
<br />SIMPSON 'ST2215' W/
<br />N16 NAILS, E.S. WHERE
<br />'D' EXCEEDS 'W'/4
<br />PLAN OF PLATE
<br />ELEVATION OF PLATE
<br />STUDSADD STUD @ JOIST
<br />JOISTS
<br />DBL PLATE
<br />DBL PLATE
<br />EQEQ
<br />'D'
<br />'D' = HOLE DIA
<br />'W
<br />'
<br />1 HEAD OUT @ SHAFT OPENING
<br />N.T.S.
<br />(N) ELEV. OPENING
<br />PER PLAN
<br />(E) MEZZ.
<br />(E) TOPPING O/ (E)
<br />PLYWOOD PER PLAN, V.I.F.
<br />(E) TJI W/ HANGER TO BM
<br />PER PLAN
<br />SHORE AS REQ'D, TYP
<br />2x FULL-DEPTH WEB BLKG,
<br />TYP EA FACE
<br />(E) FLOOR BEYOND,
<br />V.I.F.
<br />BEAM PER PLAN
<br />SHAFT WALL W/ TOP
<br />CONN PER 5/-
<br />2
<br />2 STUD NOTCHING/BORING
<br />N.T.S.
<br />1 1/2"1 1/2"
<br />60
<br />%
<br />
<br />O
<br />F
<br />
<br />M
<br />A
<br />X
<br />
<br />D
<br />I
<br />A
<br />OF
<br />
<br />S
<br />T
<br />U
<br />D
<br />
<br />W
<br />I
<br />D
<br />T
<br />H
<br />STUD
<br />WIDTH
<br />STUD
<br />WIDTH
<br />25% MAX OF
<br />STUD WIDTH
<br />FOR NOTCH5/8" MIN EDGE
<br />DISTANCE
<br />TYP ALL STUDS
<br />5/8" MIN EDGE
<br />DISTANCE
<br />TYP ALL STUDS 33% MAX OF
<br />STUD WIDTH
<br />FOR BORE
<br />40% MAX OF
<br />STUD WIDTH
<br />FOR NOTCH
<br />60% MAX OF
<br />STUD WIDTH
<br />FOR BORE
<br />NON-BRG STUDS EXT AND BRG STUDS
<br />NOTE:
<br />1.NO MORE THAN 2 SUCCESSIVE DOUBLE
<br />STUDS MAY HAVE 60% MAX BORED HOLES.
<br />DBL BRG STUDS
<br />NOTCH/BORE
<br />& OF STUD 2x4
<br />7/8"
<br />1 1/8"
<br />2"
<br />1 3/8"
<br />2x6
<br />1 3/8"
<br />1 3/4"
<br />3 1/4"
<br />2 1/8"
<br />25%
<br />33%
<br />40%
<br />60%
<br />5 METAL STUD SLIPPED TOP CONN
<br />N.T.S.
<br />20GA x 2 1/2" VERTICALLY-SLOTTED
<br />SLIPPED TRACK W/ (2) 1/4"x3"
<br />SIMPSON 'S.D.S.' @ 32" O.C. & WITHIN
<br />12" OF EACH END OF SHAFT, TYP
<br />1/
<br />2
<br />"
<br />
<br />M
<br />I
<br />N
<br />1"
<br />
<br />M
<br />A
<br />X
<br />WALL STUD, SAD FOR SIZE
<br />& SPACING
<br />FRAMING DETAILS
<br />& SECTIONS
<br />S7.0
<br />N
<br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND
<br />UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED
<br />WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED.
<br />PROJECT NO.CHECKED BY
<br />SHEET NO.
<br />SCALE @ ARCH E1
<br />SHEET NAME
<br />CLIENT NAME
<br />ARCHITECT'S STAMP
<br />PROJECT TEAM
<br />KEY PLAN
<br />As indicated24026.3
<br />sna1610ph4 - PHASE 4
<br />1610 E ST ANDREW PL, SUITE 240
<br />SANTA ANA, CA 92705
<br />COLLECTORS
<br />Δ DATE REASON FOR ISSUE BY
<br />2026-0131 PLAN CHECK
<br />ISSUE RECORD
<br />3852 W. 157th Street
<br />Lawndale, CA 90260
<br />PHONE: 562-673-0056
<br />www.ardmorestructural.com
<br />101 N. Pacific Coast Hwy, Suite 301
<br />El Segundo, CA 90245
<br />1300 Dove Street, Suite 160
<br />Newport Beach, CA 92660
<br />BM
<br />2026-0318 PLAN CHECK RESPONSE BM1
<br />2026-0415 PLAN CHECK RESPONSE BM2
<br />1
<br />1
<br />8 NOT USED
<br />2
<br />2
<br />4
<br />WOOD
<br />POST BASE CONN & METAL STUD NAILER
<br />N.T.S.
<br />12
<br />"
<br />
<br />T
<br />Y
<br />P
<br />6"
<br />#10 S.M.S. TO VERTICAL
<br />LEG OF TRACK, TYP EA
<br />METAL STUD NAILER
<br />METAL STUD
<br />SHAFT WALL
<br />FRAMING &
<br />FASTENERS,
<br />S.A.D.
<br />(E)FLOOR FRAMING,
<br />SHEATHING, L.W.C.
<br />PER PLAN
<br />LIFT OPENING
<br />PER PLAN
<br />WOOD POST PER PLAN W/ 18 GA METAL
<br />STUD NAILER EA FACE W/ 1/4"x3"
<br />SIMPSON 'S.D.S.' SCREW @ 12" O.C.
<br />STAGGERED, EXTEND METAL STUDS TO
<br />SLIP TRACK ABOVE PER 5/-
<br />2
<br />YourSpreadsheets
<br />Address line 1 and line 2
<br />Telephone line 1 and Fax
<br />A GROUND BEAM GB2 REVISED.D
<br />B
<br />REMOVED GB32. ADDED NEW
<br />REINFORCEMENT TO GB4 AND
<br />GB12. ADDED NEW GB48.
<br />D
<br />C NEW LINKS ADDED TO GB23.D
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