|
SCALE8PUNCH OUT REINFORCEMENT -
<br />SCALE7PARTITION FRAMING AT OPENINGS -
<br />SCALE5LIGHT GAGE STUD PARTITION WALL ELEVATION -
<br />SCALE3LIGHT GAGE STUD PARTITION WALL -
<br />SCALE4PARTITION BRIDGING -
<br />"W"
<br />@ MULTIPLE OPNG
<br />"W"
<br />@ OVERLAPPING OPNGSILL AND HDR PER SCH,
<br />TYP SEE DTL 6/-
<br />FULL HEIGHT JAMB
<br />STUDS, TYP SEE DTL 6/-
<br />BOT TRACK
<br />ANCHORAGE, TYP
<br />SEE DTL 9/-
<br />6" MIN
<br />9" MAX
<br />TYP
<br />6" MIN
<br />9" MAX
<br />TYP
<br />TRACK SPLICE
<br />OR HOLE
<br />INTERIOR LT GAGE STUDS, SEE ARCH
<br />FOR DEPTH AND SPACING AND FOR
<br />GAGE AND HEIGHT LIMITS, SEE DTL 3/-
<br />TOP TRACK ANCHORAGE,
<br />TYP SEE DETAILS 7, 8 AND
<br />11/-
<br />CONDITION WHERE
<br />OPENING OCCURS @
<br />DOOR/WINDOW JAMB
<br />STUDS (OPNGS OVERLAP)
<br />FULL HEIGHT JAMB STUDS
<br />FOR FRAMED OPNG WIDTH,
<br />TYP SEE DTL 6/-
<br />HDR SIZE FOR FRAMED
<br />OPNG WIDTH, TYP SEE
<br />DTL 6/-
<br />SILL SIZE FOR FRAMED
<br />OPNG WIDTH, TYP
<br />SEE DTL 6/-
<br />INFILL STUDS
<br />AS REQD
<br />BRIDGING AS REQD
<br />PER DTL 12/-
<br />HDR FOR OPNGS DETERMINED BY DISTANCE
<br />BETWEEN JAMB STUDS THAT RUN FULL HEIGHT
<br />3
<br />4"
<br />CL
<br />R
<br />10
<br />"
<br />MI
<br />N
<br />NOTES:
<br />1.DO NOT CONNECT OUTER TRACK
<br />TO INNER TRACK OR STUDS
<br />2.DO NOT CONNECT WALL FINISH
<br />TO OUTER TRACK
<br />NOTES:
<br />1.DO NOT CONNECT WALL
<br />FINISH TO OUTER TRACK
<br />54 MIL VERTICALLY
<br />SLOTTED TRACK W/ 1 4"x11 2"
<br />VERT SLOTS @ 1" O.C.
<br />#10 SMS EACH
<br />FLANGE, EACH STUD
<br />54 MIL UNPUNCHED OUTER
<br />TRACK W/ 2" FLANGES
<br />#10 SMS EACH
<br />FLANGE, EACH STUD
<br />INNER TRACK W/ 212"
<br />FLANGES TO MATCH
<br />STUD SIZE & THICKNESS
<br />FOR CONNECTION, SEE
<br />WHERE SHEATHING
<br />OCCURS ON ONE SIDE
<br />OR NO SIDES, PROVIDE
<br />BRIDGING @ 4'-0" O.C.
<br />MAX SEE DTL 12/-
<br />NOTES:
<br />1.CONDITION A - SUPPORTING CABINETS OR EQUIPMENT ON ONE OR BOTH SIDES OF THE WALL
<br />DISTRIBUTING UP TO 50 LBS VERTICAL LOAD PER STUD
<br />2.CONDITION B - SUPPORTING CABINETS OR EQUIPMENT ON ONE OR BOTH SIDES OF THE WALL
<br />DISTRIBUTING UP TO 380 LBS TOTAL VERTICAL LOAD PER STUD
<br />3.PARTITION WALL STUDS ARE SPACED @ 16" O.C. TYPICAL UNLESS NOTES OTHERWISE
<br />4.PARTITION WALLS ARE TO BE BRACED/BRIDGED @ 48" O.C. ALONG HEIGHT OF PARTITION WALL
<br />5.BRACING/BRIDGING IS NOT REQUIRED WHERE GYP BD OCCURS ON BOTH SIDES OF THE WALL
<br />PARTITION WALL SCHEDULES - MINIMUM STUD SIZE
<br />CONDITION
<br />MAX WALL HEIGHT
<br />9'-0"12'-0"16'-0"
<br />A 362S137-33 362S137-43 400S137-43 362S137-54 400S137-43 600S137-43
<br />B 362S137-43 362S137-43 400S137-43 --600S137-43
<br />A SLIP-TRACK CONNECTION
<br />VERTICALLY SLOTTED TRACK
<br />B SLIP-TRACK CONNECTION
<br />NESTED TOP TRACK
<br />A B
<br />3
<br />4"
<br />CL
<br />R
<br />FOR CONNECTION OF
<br />TRACK TO STRUCTURE SEE
<br />DETAILS 7, 8 AND 11/-
<br />FOR CONNECTION OF
<br />TRACK TO STRUCTURE SEE
<br />DETAILS 7, 8 AND 11/-
<br />PROVIDE ADD'L ROW OF
<br />BRIDGING @ STUD
<br />PUNCH-OUT CLOSEST TO
<br />TERMINATION OF SHEATHING
<br />LT GAGE STUDS,
<br />SEE PLAN
<br />INDICATES STUD
<br />PUNCH-OUT, TYP
<br />SHEATHING ATTACHED
<br />TO STUDS W/ SMS @
<br />12" O.C. UON, SEE
<br />PLANS AND DETAILS
<br />FOR CONNECTION,
<br />SEE DTL 9/-
<br />10
<br />"
<br />MI
<br />N
<br />10
<br />"
<br />MI
<br />N
<br />HEADER AT OPENINGS TO 4'-0" MAX
<br />STUDS @ 16" O.C.
<br />UNPUNCHED
<br />18GA TRACK
<br />#10 SMS EACH
<br />SIDE EACH STUD
<br />#10 SMS EACH
<br />SIDE @ 16" O.C.
<br />OPTIONAL
<br />20GA TRACK TO
<br />ENCLOSE STUD
<br />HDR PER
<br />TABLE
<br />NOTES:
<br />1.ALL STUDS USED IN HEADER MEMBERS SHALL BE UNPUNCHED
<br />2.SCHEDULES FOR SILL BASED ON 4'-0" MAX HEIGHT (USE HEADER FRAMING FOR > 4'-0" HEIGHT)
<br />3.ANCHORAGE OF EQUIPMENT TO THE JAMB, HEADER OR INFILL STUDS IS NOT PERMITTED
<br />OPNG
<br />WIDTH
<br />MAX
<br />PARTITION
<br />HEIGHT
<br />JAMBS (# OF STUDS) - MIL HEADER SILL
<br />35 8" WALL 4" WALL 6" WALL FIGURE FRAMING MIL FIGURE FRAMING MIL
<br />≤ 4'-0"
<br />9'-0"(1) - 33 (1) - 33 (1) - 33 (1) TRACK 43
<br />(1) TRACK 4312'-0"(2) - 43 (2) - 43 (2) - 43 (1) TRACK
<br />(1) STUD 54
<br />16'-0"(2) - 43 (2) - 43 (2) - 43
<br />> 4'-0"
<br />TO
<br />≤ 10'-0"
<br />9'-0"(2) - 43 (2) - 43 (2) - 43
<br />(2) TRACKS
<br />(2) 6" STUDS 54 (1) TRACK
<br />(1) STUD 4312'-0"(2) - 43 (2) - 43 (2) - 43
<br />16'-0"(2) - 54 (2) - 43 (2) - 43
<br />10
<br />"
<br />MI
<br />N
<br />HEADER AT OPENINGS 4'-0" TO 10'-0" MAX
<br />HDR PER
<br />TABLE
<br />UNPUNCHED
<br />18GA TRACK
<br />(2) ROWS #10 SMS @
<br />4" O.C. T&B STAGG
<br />(2) ROWS #10 SMS @ 12" O.C.
<br />FOR WALL HT ≤ 12'-0" OR 6"
<br />O.C. FOR WALL HT > 12'-0"
<br />#10 SMS EACH
<br />SIDE EACH STUD
<br />SILL AT OPENINGS TO 4'-0" MAX
<br />10
<br />"
<br />MI
<br />N
<br />UNPUNCHED
<br />18GA TRACK
<br />#10 SMS EACH
<br />SIDE EACH STUD
<br />STUDS @ 16" O.C.
<br />SILL AT OPENINGS 4'-0" TO 10'-0" MAX
<br />2d
<br />
<br />O
<br />R
<br />1'
<br />-
<br />0
<br />"
<br />
<br />M
<br />I
<br />N
<br />OPTIONAL
<br />20GA TRACK TO
<br />ENCLOSE STUD
<br />(2) ROWS #10
<br />SMS @ 4" O.C.
<br />#10 SMS EACH
<br />SIDE @ 16" O.C.
<br />SILL PER TABLE
<br />HEADER SILL CONNECTION
<br />4'-0" TO 10'-0" MAX WIDTH
<br />EXT HDR WEB
<br />112" O/ JAMB
<br />(3) #10 SMS
<br />EACH SIDE
<br />HDR, SEE TABLE
<br />(3) #10 SMS, TYP
<br />JAMB STUD,
<br />TYP SEE TABLE
<br />HEADER SILL CONNECTION
<br />4'-0" MAX WIDTH
<br />SILL, SEE TABLE
<br />(2) #10 SMS, TYP
<br />CUT TRACK AND STUD
<br />FLANGE & BEND WEB TO
<br />FORM 11 4" RETURN, TYP
<br />CRIPPLE WALL
<br />STUD, TYP
<br />#10 SMS @
<br />6" O.C., TYP
<br />TRACK THICKNESS TO MATCH
<br />JAMB STUDS 4" MAX DEPTH
<br />DOUBLE JAMB STUD DETAIL
<br />#10 SMS, TYP
<br />HDR, SEE TABLE
<br />14" MA
<br />X
<br />GAP,
<br />T
<br />Y
<br />P
<br />3
<br />4"
<br />TY
<br />P
<br />NOTES:
<br />1.BACKING SHALL BE 6"x11 2"x16GA (600T150-54) UNPUNCHED BACKING TRACK (50 KSI)
<br />2.CUT FLANGES OF TRACK AT EACH STUD
<br />2.1.DO NOT CUT FLANGES BETWEEN STUDS
<br />3.NOTCHING OR CUTTING OF TRACK NOT PERMITTED EXCEPT AS SHOWN
<br />4.EXTEND BACKING ONE STUD BAY MIN BEYOND EDGE OF CABINET OR EQUIPMENT
<br />SPLICE
<br />CONT
<br />END
<br />ALTERNATE SPLICE
<br />SPLICE
<br />CONDITION
<br />INTERMEDIATE
<br />CONDITION
<br />END
<br />CONDITION
<br />3
<br />4"
<br />MI
<br />N
<br />TY
<br />P
<br />NOTES:
<br />1.BACKING SHALL BE 6"x16 GA UNPUNCHED BACKING PLATE (50 KSI) ACROSS (3) STUDS MIN
<br />2.NOTCHING OR CUTTING OF BACKING PLAGE IS NOT PERMITTED
<br />3.EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIPMENT
<br />4.THIS BACKING DETAIL IS TO BE USED TO SUPPORT ITEMS THAT WEIGHT LESS THAN 20 LBS
<br />20 GA MIN METAL STUD
<br />@ 16" O.C. MAX, VFY
<br />(3) #10 SMS @ EACH END
<br />OF BACKING TRACK
<br />(3) #10 SMS
<br />TYP EACH STUD
<br />U-CHANNEL BRIDGING AT STUDS
<br />ACCEPTABLE FOR 20GA x 6" & SMALLER STUDS
<br />d
<br />d-12"
<br />STRAP BRIDGING AT STUDS
<br />ACCEPTABLE FOR ALL STUDS SIZES AND THICKNESSES, UNO
<br />BRACING IS NOT REQUIRED WHERE GYP
<br />BOARD IS INSTALLED ON BOTH SIDES OF
<br />PARTITION WALL
<br />NOTCHING OR CUTTING OF COLD-ROLLED
<br />CHANNEL, STRAPS OR BLOCKING IS NOT
<br />PERMITTED FOR ANY CONDITION 112"x16GA U-CHANNEL,
<br />FULL LENGTH OF WALL
<br />FOR BRIDGING SPACING
<br />& LOCATIONS, SEE DTL 3/-
<br />L112"x2x16GA
<br />W/ (2) #8 SMS
<br />EACH LEG, TYP
<br />LT GA STUD,
<br />SEE PLAN
<br />FULL-DEPTH TRACK BLKG TO MATCH WIDTH
<br />AND THICKNESS OF STUDS, LOCATE @ EACH END
<br />OF WALL, @ 8'-0" O.C. MAX, AND WHERE STRAP
<br />SPLICES OCCUR
<br />LT GAGE STUD, SEE PLAN
<br />STRAP SPLICE, WHERE OCCUR
<br />CTRD BTWN STUDS
<br />CUT FLANGES & BEND WEB TO
<br />FORM A 4" OVERLAP EACH SIDE, TYP
<br />FOR BRIDGING SPACING
<br />& LOCATIONS, SEE DTL 3/-
<br />2"x18GA CONT STRAP
<br />@ SIDES W/ NO SHEATHING
<br />(2) #10 SMS EACH SIDE OF SPLICE,
<br />STRAP TO BLKG TYP
<br />(2) #10 SMS EACH SIDE
<br />END, TYP
<br />#10 SMS EACH STRAP TO STUD,
<br />TYP (IF FILLET WELDS ARE
<br />USED IN LIEU OF SCREWS,
<br />WELD ALT SIDES OF STRAP
<br />@ EACH STUD)
<br />38"
<br />MIN
<br />3 8"
<br />MIN
<br />d
<br />STUD
<br />DEPTH
<br />20 GA MIN METAL STUD
<br />@ 16" O.C. MAX, VFY
<br />L11 2x112x16GA ANGLE W/
<br />(3) #10 SMS EACH LEG
<br />(3) #10 SMS
<br />TYP EACH STUD
<br />1"
<br />d
<br />M
<br />I
<br />N
<br />EQ
<br />1"
<br />d
<br />M
<br />I
<br />N
<br />d
<br />M
<br />I
<br />N
<br />d
<br />EQ
<br />EQ
<br />1"
<br />EQ
<br />NOTES:
<br />1.USE ONLY WHERE SPECIFIED IN OTHER DETAILS
<br />1"
<br />(3) SCREW Ø
<br />TYP
<br />AT ENDS
<br />d
<br />INTERMEDIATE
<br />(3) SCREW Ø
<br />TYP
<br />#10 SMS FOR EA 2" OF
<br />DEPTH "d" @ EA ROW,
<br />(2) MIN PER ROW
<br />CONNECT TRACK TO STUD
<br />& ATTACH PER TYP DETAIL
<br />REINF W/ PIECE OF TRACK,
<br />MATCH DEPTH & GA ATTACH
<br />W/ #10 SMS EA SIDE OF
<br />PUNCH-OUT & AS SHOWN
<br />NOTES:
<br />1.WHERE WALL MOUNTED CABINETS OR EQUIPMENT OCCUR PAF
<br />FASTENERS ARE NOT ALLOWED
<br />2.PROVIDE ADDITIONAL ANCHOR 6" FROM ENDS OF TRACK AND
<br />6" FROM EA SIDE OF ANY SPLICE, HOLES OR NOTCHES IN TRACK
<br />3.PROVIDE MIN (2) ANCHORS FOR EACH PIECE OF TRACK
<br />4.TESTING IS NOT REQUIRED FOR ANCHORS USED TO ATTACH
<br />TRACKS OF INTERIOR NON-SHEAR WALL PARTITIONS
<br />STUD WALL,
<br />SEE PLAN
<br />∅
<br />Ø
<br />TRACK W/ #10 SMS
<br />EA LEG INTO EA
<br />FLANGE OF EA STUD
<br />4" MIN CONC SLAB
<br />TRACK THICKNESS
<br />TO MATCH STUD
<br />EXT TRACK
<br />TO NEXT
<br />JOST/BEAM
<br />B PARRALLEL
<br />TO FRAMING
<br />A PERPENDICULAR
<br />TO FRAMING
<br />2x4 MIN BLKG WHERE TRACK
<br />ANCHORAGE OCCURS
<br />(2) #10x21 2" WOOD SCREWS
<br />INTO BLKG @ 16" OC MAX
<br />(E) 2x4 MIN
<br />ROOF FRAMING
<br />(E) ROOF
<br />SHEATHING
<br />LT GA STUDS @
<br />16" OC, SEE PLAN
<br />LT GA STUDS @
<br />16" OC, SEE PLAN
<br />(2) #10x21 2" WOOD SCREWS
<br />INTO BLKG @ 16" OC MAX
<br />(E) 2x4 MIN
<br />ROOF FRAMING
<br />(E) ROOF
<br />SHEATHING
<br />8'-0
<br />"
<br />
<br />M
<br />A
<br />X
<br />
<br />W
<br />/
<br />O
<br />
<br />S
<br />T
<br />R
<br />O
<br />N
<br />G
<br />B
<br />A
<br />C
<br />K
<br />12'-
<br />0
<br />"
<br />
<br />M
<br />A
<br />X
<br />
<br />W
<br />/
<br />
<br />S
<br />T
<br />R
<br />O
<br />N
<br />G
<br />B
<br />A
<br />C
<br />K
<br />362S137-54 STRONGBACK AS REQD
<br />W/ (2) #10 SMS INTO EA BRACE
<br />400S137-54 BRACE @ 6'-0" OC MAX
<br />OR SPACE @ 4'-0" OC MAX WHERE
<br />CASEWORK AND EQUIP OCCUR, TYP
<br />12GA CLIP W/ (3) #10 SMS EA LEG
<br />TRACK GA TO MACH STUD W/ #10
<br />SMS EA FLANGE INTO EA STUD
<br />(4) #10x112"
<br />WOOD SCREWS
<br />(E) ROOF
<br />SHEATHING
<br />(E) 2x4 MIN
<br />ROOF FRAMING
<br />LT GA STUDS @
<br />16" OC, SEE PLAN
<br />CEILING, SEE ARCH
<br />2x4 MIN BLKG WHERE
<br />BRACE OCCURS
<br />(4) #10x212"
<br />WOOD SCREWS
<br />(E) 2x MIN ROOF
<br />FRAMING
<br />(E) ROOF
<br />SHEATHING
<br />A PERPENDICULAR
<br />TO FRAMING
<br />SCALE12NON-STRUCTURAL WALL ANCHORAGE -
<br />SCALE11PARTITION WALL BASE TRACK ANCHORAGE -
<br />SCALE10PARTITION WALL TOP TRACK ANCHORAGE -
<br />SCALE9PARTIAL HEIGHT PARTITION WALL BRACING -
<br />2x PT SILL
<br />(2) 2x TOP PLATES
<br />16d END NAILS, SEE TABLE
<br />FULL HEIGHT
<br />JAMB, SEE TABLE
<br />2x SILL,
<br />SEE TABLE
<br />(2) 16d END NAILS
<br />INTO EA 2x SILL
<br />HDR, SEE TABLE
<br />OPENING WIDTH
<br />SEE TABLE
<br />STITCH STUDS TOGETHER
<br />USING 16d @ 12" OC STAGG
<br />TRIMMER,
<br />SEE TABLE
<br />SPAN NOMINAL
<br />HDR DEPTH 1
<br />QUANTITY OF MEMBERS END NAIL
<br />TO HEADERFULL HEIGHT TRIMMER SILL
<br />≤ 4'-0"(2) 2x 1 1 1 4
<br />≤ 6'-0"4"2 1 2 4
<br />1 THE TABLE IS BASED ON A NOMINAL HEADER WIDTH OF 4"
<br />3" MIN
<br />9" MAX
<br />EN
<br />EN
<br />WALL CORNER
<br />PLAN
<br />WALL INTERSECTION
<br />PLAN
<br />EN
<br />EN
<br />2x STUD, TYP
<br />EN
<br />16d @ 12" OC, TYP
<br />2x STUD, TYP
<br />16d @ 12" OC, TYP
<br />EN EN
<br />SHEATHING, SEE PLAN
<br />1"
<br />CL
<br />R
<br />PERPENDICULAR TO TRUSSES
<br />12" LONG 2x BLKG W/
<br />(2) 16d TO PLATE, TYP
<br />PARALLEL TO TRUSSES
<br />(2) 2x PLATE
<br />2x WALL, SEE PLAN
<br />SIMPSON DTC CLIP
<br />@ 24" OC, TYP
<br />12" LONG 2x BLKG W/
<br />(2) 16d TO PLATE, TYP
<br />(2) 2x PLATE
<br />2x WALL, SEE PLAN
<br />CEILING JOIST,
<br />SEE PLAN
<br />SIMPSON DTC CLIP
<br />@ 24" OC, TYP
<br />CEILING JOIST,
<br />SEE PLAN
<br />0.157"∅ PAF W/ 112"
<br />EMBED @ 32" OC
<br />2x PT SILL NOTES:
<br />1.PLATES BORED, CUT OR NOTCHED MORE THAN 13 OF
<br />WIDTH SHALL HAVE ADDITIONAL ANCHOR EACH
<br />SIDE OF BORE, CUT OR NOTCH (AS FOR SPLICES)
<br />2.TWO ANCHORS MINIMUM FOR EACH PIECE OF SILL
<br />CONC SLAB,
<br />SEE PLAN
<br />2x BLKG
<br />AS REQD
<br />9'-0
<br />"
<br />MAX
<br />#10 SMS EA SIDE,
<br />EA STUD
<br />30
<br />°
<br />-
<br />6
<br />0
<br />°
<br />3
<br />4"
<br />M
<br />I
<br />N
<br />
<br />E
<br />D
<br />G
<br />E
<br />
<br />D
<br />I
<br />S
<br />T
<br />A
<br />N
<br />C
<br />E
<br />AN
<br />D
<br />
<br />S
<br />P
<br />A
<br />C
<br />I
<br />N
<br />G
<br />,
<br />
<br />T
<br />Y
<br />P
<br />400S137-54 BRACE @ 6'-0" OC MAX
<br />OR SPACE @ 4'-0" OC MAX WHERE
<br />CASEWORK AND EQUIP OCCUR, TYP
<br />CUT FLANGES & BEND WEB
<br />BACK ATTACH W/ (4) #10 SMS
<br />LT GA STUD PARTITION
<br />WALL, SEE PLANS
<br />FASTEN BRACE TO
<br />TRACK W/ (4) #10 SMS
<br />SCALE14PARTITION WALL TOP TRACK ANCHORAGE -
<br />SCALE13PARTIAL HEIGHT PARTITION WALL BRACING -
<br />4" MIN CONC SLAB
<br />∅
<br />Ø
<br />4" MIN CONC SLAB
<br />CEILING, SEE ARCH
<br />SCALE18TRACK BACKING PLATE -
<br />SCALE17FLAT BACKING -
<br />SCALE15PARTITION WALL TOP TRACK ANCHORAGE -
<br />SCALE19TRACK BACKING PLATE -
<br />SCALE16PARTITION WALL TOP TRACK ANCHORAGE -
<br />SCALE20WOOD BLOCKING -
<br />NOTES:
<br />1.EXTEND BACKING ONE STUD BAY BEYOND THE EDGE OF CABINET OR EQUIPMENT
<br />2.NOTCHING OR CUTTING OF BACKING PLATE IS NOT PERMITTED EXCEPT AS SHOWN
<br />(3) #10x11 2" WOOD
<br />SCREWS @ EA STUD
<br />(3) #10x112" WOOD SCREWS @
<br />EA END OF BACKING TRACK
<br />2x STUDS @ 16" OC
<br />600T150-54 UNPUNCHED DO NOT
<br />CUT FLANGES BETWEEN STUDS
<br />L112x11 2x16GA W/ (3) #10x11 2" WOOD SCREWS
<br />INTO 2x STUD W/ (3) #10 SMS INTO TRACK
<br />3
<br />4"
<br />MI
<br />N
<br />TY
<br />P
<br />14" MA
<br />X
<br />GAP,
<br />TYP
<br />EXTEND BLKG
<br />TO NEXT STUD
<br />CUT T&B FLANGES
<br />AT EACH STUD, TYP
<br />3 8"
<br />MIN
<br />38"
<br />MIN
<br />SPLICE
<br />CONDITION
<br />INTERMEDIATE
<br />CONDITION
<br />ALTERNATE SPLICE
<br />CONDITION
<br />24" LONG 2x BLK W/ (2) 16d @
<br />12" OC AND WITHIN 3" OF ENDS
<br />END
<br />CONDITION
<br />2X STUDS @ 16" OC,
<br />SEE PLAN
<br />PROVIDE ADD'L STUD
<br />(SAME SIZE AS WALL
<br />STUDS) @ EACH END
<br />OF BACKING
<br />(2) 16d TN EACH END
<br />OF BLKG OPPOSITE
<br />FRAMING CLIP
<br />B. ELEVATIONNOTES:
<br />1.DO NOT CUR OR NOTCH STUDS TO INSTALL BACKING
<br />2.VERIFY LENGTH HEIGHT, QUANTITY & LOCATION OF BACKING
<br />WITH ARCHITECTURAL DETAILS AND ACCESSORY
<br />MANUFACTURER
<br />3.EXTEND BACKING TO FIRST STUD PAST END OF ACCESSORY
<br />B. SECTION
<br />A. ELEVATION A. SECTION
<br />4X FLAT BLKG
<br />A34 CLIP T&B
<br />EACH END, TYP
<br />A34 CLIP T&B
<br />EACH END, TYP
<br />2X STUDS @ 16" OC,
<br />SEE PLAN
<br />4X FLAT BLKG
<br />LICENSED A RCHITECT
<br />STATEOF CALIFORNIA
<br />No. C 31423
<br />DR. BY:
<br />S 6026
<br />PROF
<br />ENGINEERREGISTERED
<br />ESSIONAL
<br />UCRTS
<br />TURAL
<br />EOF
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<br />PLOTSTAMP
<br />S2.2
<br />TYPICAL PARTITION
<br />FRAMING DETAILS
|