|
(E) CONCRETE OR CMU WALL
<br />(2) 0.157" DIA. HILTI X-U POWDER
<br />ACTUATED FASTENERS OR 3/16" DIA. X 1 3/4"
<br />HILTI KWIK CON II+ TORX HEX HEAD (MIN.
<br />EMBED=1')
<br />"L" CUP FROM METAL STUD
<br />(3) #8 SCREWS
<br />PLAN: 1 112" = l'-0"
<br />UNDERSIDE OF (E) ROOF DECK,
<br />1-5/8" X 20 GA. METAL TRACK TO 6-9"
<br />ABV. ADJACENT FINISHED CEILING PER PLANS
<br />q
<br />(E) CONCRETE OR CMU WALL
<br />5/8" GYP. BD., READY FOR PAINT FINISH
<br />"L" CUP MADE FROM 20 GA. METAL STUD
<br />ATTACHED TO UNGROUTED CMU OR CONC.
<br />MAX 96" O.C. EA. ATTACHED AT STUD
<br />BREAK. (2) HILTI POWDER ACTUATED
<br />FASTENERS OR MASONRY SCREWS, #10
<br />SCREWS, TYP. FROM "L" CUP INTO STUD
<br />VAPOR BARRIER AT EXT. WALLS UP TO
<br />DECK, SEE A1.0
<br />1-5/8" X 20 GA. METAL STUDS TYP.
<br />1-5/8" X 20 GA. METAL TRACK SECURELY
<br />FASTENED TO (E) FLOOR SLAB W/ HILTI
<br />0.157" X-U PINS W/ 1-1/4" EMBED.
<br />16" O.C. STAGGERED, (ICC-ESR-2269)
<br />BASE PER FINISH SCHEDULE
<br />SECTION
<br />1a
<br />WALL TYPE DETAILS
<br />6
<br />J 3/4" = 1'-0"
<br />FRAMING AND GYP TO EXTEND
<br />A1.3
<br />--_ TO DECK ON ONE SIDE FOR
<br />t
<br />PRIVACY
<br />`
<br />-- BRACE WING WALL TO FRONT
<br />WALL OF SHOWERS 3 5/8" X
<br />20 GA METAL STUD
<br />17
<br />24"
<br />SECURE TRACK -<
<br />® AND L ANGLE
<br />I TO SHOWER
<br />WING WALLS
<br />• I AT EA. END
<br />I
<br />I
<br />\ 8 FINISHED VARIES, SEE RCP AND -
<br />INTERIOR ELEVATIONS, S.O.H.
<br />I
<br />3 5/8" X 20 GA METAL STUD 0 -
<br />24" O.C. MAX., ENSURE CENTER OF
<br />SHOWER IS CLEAR FOR LIGHTING
<br />SHOWER
<br />SH
<br />3 5/8" STAGGERED METAL STUD,
<br />I
<br />20 GA. ® 24" O.C., 6" ON SIDE
<br />THAT EXTENDS TO DECK
<br />Q HORIZONTAL BRIDGING AT 96"
<br />O.C. MAX AS REQUIRED PER
<br />STUD MANUFACTURER
<br />SCHLUTER KERDI SHOWER
<br />SYSTEM W/ 1/2" KERDI BOARD,
<br />FINISH PER SCHEDULE
<br />I
<br />3 5/8"x20 GA. METAL TRACK
<br />SECURELY FASTENED TO
<br />FLOOR SLAB W/ HILTI 0.157"
<br />X-L! PINS W/ 1-1/4'
<br />I
<br />EMBEDMENT ® 16 O.C.
<br />i
<br />STAGGERED, (ICC-ESR-2269)
<br />5c
<br />WALL TYPE DETAILS (CONTID)
<br />3/4" = l'-O"
<br />(E) CONCRETE OR CMU WALL
<br />(2) 0.157" DIA. HILTI X-U POWDER
<br />ACTUATED FASTENERS OR 3/16" DIA. X 1 3/4"
<br />YZ HILTI KWIK CON II+ TORX HEX HEAD (MIN.
<br />I EMBED=1")
<br />"L" CUP FROM METAL STUD
<br />(3) #8 SCREWS
<br />PLAN. 1-1 2" - l'-O"
<br />1-5/8" X 20 GA. METAL TRACK SECURE
<br />EITHER WITH CLIP AT EA. STUD OR WITH AN
<br />L ANGLE ABOVE FROM TRACK TO WALL
<br />4 CEILING FINISH VARIES, SEE RCP AND
<br />INTERIOR ELEVATIONS
<br />(E) CONCRETE OR CMU WALL
<br />5/8" GYP. BD., READY FOR PAINT FINISH
<br />"L" CUP MADE FROM 20 GA. METAL STUD
<br />ATTACHED TO UNGROUTED CMU OR CONC.
<br />MAX 96" O.C. EA. ATTACHED AT STUD
<br />BREAK. (2) HILTI POWDER ACTUATED
<br />FASTENERS OR MASONRY SCREWS, #10
<br />SCREWS, TYP. FROM "L" CUP INTO STUD
<br />VAPOR BARRIER AT EXT. WALLS UP TO
<br />DECK, SEE A1.0
<br />1-5/8" X 20 GA. METAL STUDS TYP.
<br />1-5/8" X 20 GA. METAL TRACK SECURELY
<br />FASTENED TO (E) FLOOR SLAB W/ HILTI
<br />0.157" X-U PINS W/ 1-1/4" EMBED. 0
<br />16" O.C. STAGGERED, (ICC-ESR-2269)
<br />BASE PER FINISH SCHEDULE
<br />SECTION
<br />1b
<br />i i t -FINISHED CEILING, SEE RCP
<br />0 AND INTERIOR ELEVATIONS
<br />PLUMBING PIPE, SEE PLUMBING
<br />SCHEDULE, WHERE OCCURS
<br />SHOWER SHOWER
<br />3-5/8" METAL STUD, 20 GA.
<br />I 24" O.C.
<br />I I
<br />I
<br />I I HORIZONTAL BRIDGING AT 96"
<br />O.C. MAX AS REQUIRED PER
<br />I I STUD MANUFACTURER, SPLICE
<br />AROUND PIPES AS REQ'D
<br />F- SCHLUTER KERDI SHOWER SYSTEM
<br />W/ 1/2" KERDI BOARD, FINISH
<br />I I PER SCHEDULE
<br />3-5/8"x20 GA. METAL TRACK
<br />I I SECURELY FASTENED TO FLOOR
<br />SLAB W/ HILTI 0.157" X-U PINS
<br />W/ 1-1/4' EMBEDMENT* 16"
<br />O.C. STAGGERED, (ICC-ESR-2269)
<br />SHOWER WING WALL
<br />5d
<br />INTERIOR PARTITION CLEAR SPAN
<br />LIMITS
<br />STEEL STUD PRODUCT
<br />ID
<br />STEEL STUD DEPTH
<br />GAUGE OF STUD / THICKNESS
<br />(MILL)
<br />SPACING
<br />MAXIMUM
<br />HEIGHT
<br />362S162-18
<br />3 - 5/8"
<br />25 / 18
<br />2'
<br />- 0"
<br />O.C.
<br />1l' -
<br />8"
<br />400S162-18
<br />4"
<br />25 / 18
<br />2'
<br />- 0"
<br />O.C.
<br />12' -
<br />7"
<br />362S162-33
<br />3 5/8"
<br />20 / 33
<br />2'
<br />- On
<br />O.C.
<br />15' -
<br />6"
<br />40OS162-33
<br />4"
<br />20 / 33
<br />2'
<br />- 0"
<br />O.C.
<br />16' -
<br />8"
<br />60OS162-33
<br />6"
<br />20 / 33
<br />2'
<br />- 0"
<br />O.C.
<br />23' -
<br />0"
<br />362S162-43
<br />3 5/8"
<br />18 / 43
<br />2'
<br />- 0"
<br />O.C.
<br />17' -
<br />0"
<br />40OS162-43
<br />4"
<br />18 / 43
<br />2'
<br />- 0"
<br />O.C.
<br />18' -
<br />3"
<br />60OS162-43
<br />6"
<br />18 / 43
<br />2'
<br />- 0"
<br />O.C.
<br />25' -
<br />2"
<br />80OS162-43
<br />8"
<br />18 / 43
<br />2'
<br />- 0"
<br />O.C.
<br />31' -
<br />9"
<br />362S162-54
<br />3 - 5/8"
<br />16 / 54
<br />2'
<br />- 0"
<br />O.C.
<br />18' -
<br />2"
<br />40OS162-54
<br />4"
<br />16 / 54
<br />2'
<br />- 0"
<br />O.C.
<br />19' -
<br />7"
<br />60OS162-54
<br />6"
<br />16 / 54
<br />2'
<br />- 0"
<br />O.C.
<br />27' -
<br />0"
<br />80OS162-54
<br />8"
<br />16 / 54
<br />2'
<br />- 0"
<br />O.C.
<br />34' -
<br />1"
<br />362S162-68
<br />3 - 5/8"
<br />14 / 68
<br />2'
<br />- 0"
<br />O.C.
<br />19' -
<br />4"
<br />40OS162-68
<br />4"
<br />14 / 68
<br />2'
<br />- 0"
<br />O.C.
<br />21' -
<br />0"
<br />60OS162-68
<br />6"
<br />14 / 68
<br />2'
<br />- 0"
<br />O.C.
<br />29' -
<br />0"
<br />80OS162-68
<br />8"
<br />14 / 68
<br />2'
<br />- 0"
<br />O.C.
<br />36' -
<br />7"
<br />1. CLEAR SPAN HEIGHTS ARE FROM "INTERIOR WALL LIMITING HEIGHTS NON -COMPOSITE" TABLES IN THE STEEL STUD
<br />MANUFACTURERS ASSOCIATION (SSMA) PRODUCT TECHNICAL GUIDE 2012 AND ARE PROVIDED AS A GENERAL GUIDELINE.
<br />VERIFY MAXIMUM ALLOWABLE CLEAR SPAN HEIGHT WITH METAL STUD MANUFACTURE.
<br />2. STUD GAUGE AND O.C. SPACING SHALL BE SELECTED ACCORDING TO CLEAR SPAN HEIGHT SCHEDULE U.N.O.
<br />3. HORIZONTAL BRIDGING IS NOT REQUIRED WHEN GYPSUM WALLBOARD IS INSTALLED FULL HEIGHT ON BOTH SIDES
<br />OF PARTITION, BUT HORIZONTAL BRIDGING IS STILL REQUIRED ® 1' - 0" BELOW DEFLECTION TRACK IF SUP CUPS AT
<br />DEFLECTION TRACK ARE NOT PROVIDED.
<br />INTERIOR PARTITION CLEAR SPAN LIMITS TABLE
<br />{ 0oo3 5/8" X 20 GA METAL
<br />STUD LATERAL BRACING
<br />0 4'-0" O.C. EACH SIDE
<br />STAGGERED ATTACH TO ROOF
<br />STRUCTURE W/12 GA METAL
<br />CUP ANGLES
<br />FINISHED CEILING VARIES, SEE
<br />0 RCP AND INTERIOR ELEVATIONS
<br />3 5/8" METAL STUD, 20 GA.
<br />24" O.C.
<br />HORIZONTAL BRIDGING AT 96"
<br />O.C. MAX AS REQUIRED PER
<br />STUD MANUFACTURER
<br />5/8" GYP. BD. EA. SIDE,
<br />FINISH PER SCHEDULE
<br />3-5/8"x20 GA. METAL TRACK
<br />SECURELY FASTENED TO FLOOR
<br />SLAB W/ HILTI 0.157" X-U PINS
<br />W/ 1-1/4" EMBEDMENT ® 16"
<br />O.C. STAGGERED, (ICC-ESR-2269)
<br />BASE FOR FIN. AS SCHEDULED
<br />5
<br />NOTE:
<br />FOR ALTERNATE APPROVED FRAMING
<br />8 UNDERSIDE OF DECK OPTIONS SEE INTERIOR PARTITION CLEAR
<br />SPAN LIMITS TABLE ON SHEET A1.3.
<br />CONTINUOUS METAL TRACK,
<br />ATTACHED TO ROOF STRUCTURE,
<br />DO NOT PENETRATE DECK
<br />67X20GA. METAL STUDS, SPACED
<br />PER INT. PARTITION CLEAR SPAN
<br />LIMITS TABLE ON SHEET A1.3
<br />0 5/8* GYP. BOARD ON BOTH NOTE:
<br />/ G.C. TO VERIFY WAINSCOT SUPPLIER PRIOR
<br />SIDES, SEE FINISH SCHEDULE TO FRAMING PARTIAL HEIGHT WALLS AND
<br />A1.2 FOR PAINT AND FINISHES ADJUST DIMENSION AS NEEDED TO
<br />ACCOMMODATE WAINSCOT DIMENSION
<br />NOTE:
<br />SLIP TRACK REQ'D AT ALL
<br />1-1 /2" GRANITE
<br />FULL HEIGHT INTERIOR
<br />CAP S-1
<br />WALLS ONLY, SEE 6/A1.3
<br />HORIZONTAL BRIDGING AT 96"
<br />I I
<br />3/4" PLY BACKING
<br />O.C. MAX AS REQUIRED PER
<br />STUD MANUFACTURER
<br />SCREW STUDS/TOP
<br />I
<br />HSS 3X30/16 W/CAP
<br />3-5/8"x20 GA. METAL TRACK
<br />SECURELY FASTENED TO FLOOR
<br />SLAB W/ HILTI 0.157" X-U PINS
<br />W/ 1-1/4" EMBEDMENT ® 16"
<br />O.C. STAGGERED, (ICC-ESR-2269)
<br />BASE PER FINISH SCHEDULE
<br />x
<br />LO
<br />TRACK TO HSS W/
<br />II .
<br />PLATE 0 8 -0" MAX
<br />#12 SCREWS
<br />I I
<br />;
<br />SPACING. INCLUDE 1 AT EA. 3
<br />1/2-
<br />WALL END WHERE NOT
<br />II
<br />II
<br />a
<br />ATTACHED TO ANOTHER WALL. E
<br />EC
<br />3 5/8"x2Oga. METAL
<br />Or
<br />STUDS AT 16" O.C. U.O.N.
<br />ADDITIONALLY, PROVIDE 3 16
<br />O
<br />_
<br />STUD EACH SIDE OF HSS,
<br />i�
<br />5/8" GYP. BD.
<br />I
<br />�'•
<br />•
<br />EACH SIDE, FINISH
<br />• I I
<br />3 5/8"x20go. METAL TRACK
<br />PER SCHEDULE &
<br />II
<br />SECURELY FASTENED TO (E)
<br />W
<br />ELEVATIONS
<br />• 1 1
<br />,
<br />FLOOR SLAB W/ HILTI 0.157" X-U
<br />I
<br />PINS W/ 1-1/4' EMBEDMENT 0
<br />I I
<br />s
<br />16" O.C. STAGGERED,
<br />RUBBER BASE
<br />ICC-ESR-2269)
<br />PL 1 /4X3-1 /2"X9" W/ (2) 1/2' HILTI
<br />KWIK BOLT ANCHORS W/ 3" EMBED
<br />IV)
<br />z
<br />0
<br />!+ m a
<br />W
<br />SUSPENDED
<br />WALL, SEE
<br />6,7/A6.1
<br />II
<br />II
<br />HALF HEIGHT
<br />WALL, SEE
<br />1(4a)/A1.3
<br />.II
<br />II
<br />a
<br />0
<br />FG.C. TO BRACE BACK KICKER TO
<br />WALL W/ 3 5/8 " METAL STUD,
<br />20 GA. ® 48" O.C.
<br />IL
<br />�[ o
<br />! a
<br />II
<br />FINISHED CEILING VARIES, SEE
<br />RCP AND INTERIOR ELEVATIONS
<br />3-5/8" METAL STUD, 20 GA. 0
<br />11
<br />I 24" O.C.
<br />PLUMBING VENT, SEE PLUMBING
<br />SCHEDULE, WHERE OCCURS
<br />HORIZONTAL BRIDGING AT 96"
<br />O.C. MAX AS REQUIRED PER
<br />' STUD MANUFACTURER, SPLICE
<br />AROUND PIPES AS REQ'D
<br />II:
<br />II
<br />LAVATORY
<br />5/8" WATER RESISTANT GYP. BD.
<br />EA. SIDE, FINISH PER SCHEDULE
<br />3-5/8"x20 GA. METAL TRACK
<br />SECURELY FASTENED TO FLOOR
<br />SLAB W/ HILTI 0.157" X-U PINS
<br />W/ 1-1/4" EMBEDMENT ® 16"
<br />O.C. STAGGERED, (ICC-ESR-2269)
<br />FRAMING AND GYP TO EXTEND
<br />TO DECK ON ONE SIDE FOR
<br />PRIVACY
<br />24"
<br />3 5/8" X 20 GA METAL
<br />STUD BRACING ® 4'-0" O.C.
<br />rIF
<br />NISHED CEILING VARIES, SEE
<br />` \ CP AND INTERIOR ELEVATIONS
<br />.O.H.
<br />I, BATHROOM HROOM
<br />I: 3 5/8" STAGGERED METAL STUD,
<br />20 GA. ® 24" O.C., 6" ON SIDE
<br />THAT EXTENDS TO DECK
<br />I ® I HORIZONTAL BRIDGING AT 96"
<br />O.C. MAX AS REQUIRED PER
<br />�i STUD MANUFACTURER
<br />5/8" WATER RESISTANT GYP.
<br />BD. EA. SIDE, FINISH PER
<br />SCHEDULE
<br />I . '
<br />3 5/8"x20 GA. METAL TRACK
<br />I SECURELY FASTENED TO
<br />FLOOR SLAB W/ HILTI 0.157"
<br />X-U PINS W/ 1-1/4-
<br />EMBEDMENT 0 16 O.C.
<br />`i STAGGERED, (ICC-ESR-2269)
<br />O2 O3 4a> <
<br />4b 5a 5b
<br />METAL STUD ATTACHMENT SCHEDULE
<br />1. ALL 6" TO 6" METAL STUDS USE (5) TYPE "B"
<br />SCREWS.
<br />2. ALL 6" TO 3-5/8" METAL STUDS USE (4) TYPE "B"
<br />SCREWS.
<br />3. ALL 3-5/8" TO 3-5/8" METAL STUDES USE (4)
<br />TYPE "B" SCREWS
<br />4. SEE SCHEDULE FOR SIZES
<br />NM.
<br />SEE DEFLECTION TRACK DETAILS FOR
<br />CONFIGURATION OF DEEP LEG AND FIRE
<br />RATED DEFLECTION TRACKS
<br />FRAMING HEADER TABLE
<br />KING STUDS
<br />MAX. SPAN
<br />HEADER SIZE
<br />1/ TO MATCH WALL
<br />4'
<br />- 0"
<br />362S 162-33 INT.
<br />H SIZE OF WALL
<br />362S 162-43 DEMISING
<br />AND 33 MILS
<br />362S 162-33 INT.
<br />H SIZE OF WALL
<br />1 / PARTITION WALL
<br />AND 33 MILS
<br />12/ DEMISING WALL
<br />6'
<br />- 0"
<br />600S 162-43 DEMISING
<br />IZE OF WALL
<br />AND 33 MILS
<br />12
<br />8'
<br />- 0"
<br />600S 162-33 INT-
<br />OF WALL
<br />600S 162-43 DEMTSIN
<br />AND 33 MILS
<br />3
<br />12'
<br />- 0'
<br />800S 162-33 INT. SIZE OF WALL
<br />600S 162-54 (50 KSI) AND 43 MILS
<br />DEMISING
<br />80OX 162-54 INT. SIZE OF WALL
<br />IE 3
<br />16'
<br />- 0"
<br />800S 162-68 (50 KSQ
<br />AND 54 MILS
<br />DEMISING
<br />TYPICAL PARTITION FRAMING DETAILS
<br />3/4" = l'-O"
<br />METAL SCREW SCHEDULE
<br />SCREW TYPE "A" = 12-24 X 1 1/4" HWH TEK S/5
<br />SCREW TYPE "B" = 10-16 X 3/4" HWH TEK S/5
<br />SCREW TYPE "C" = 12-24 X 3/4" HWH TEK S/5
<br />ALL SCREWS BY BUILDING FASTENERS INC. OR EQUAL
<br />CRIPPLE STUD
<br />(3) #10 SCREWS
<br />INFILL STUD
<br />16ga HEADER TRACK
<br />f
<br />16ga ANGLE WITH (3)
<br />#10 SCREWS EA LEG
<br />JAMB, MATCH WALL STUDS
<br />HSS COLUMN NOT SHOWN FOR CLARITY
<br />ADDITIONAL ANCHORAGE
<br />IS
<br />INSTALL MINERAL ROCK WOOL INSULATION IN BETWEEN
<br />I I DECKING HIGH RIBS AS REQUIRED FOR WALLS
<br />INSTALL INTERMEDIATE FRAMING (4) 2" X 2" X 16 GA. BRAKE SHAPE ANGLES ® 6"
<br />FROM TOP CHORD TO BOTTOM I I WALL OR 3" X 2" X 16 GA. ® 8" WALL. SCREW TO
<br />CHORD 0 2'-0" O.C. ® I I JOIST OR GIRDER W/ #10 SELF TAPPING SCREWS
<br />JOISTS OR GIRDERS DEEPER 2'-0" O.C. USE ANGLES JOISTS AND GIRDERS LESS
<br />THAN 24"
<br />THAN 24" DEEP
<br />�N
<br />i
<br />i
<br />6" OR 8", AS OCCURS CONT. X 16 GA. BRAKE METAL
<br />SUP CONNECTION. SCREW OR WELD TO ROOF
<br />/ \ STRUCTURE
<br />I / GYP. BD. EACH SIDE, VERIFY FIRE RATING WITH A1.0,
<br />G.C. TO FINISH PER SCHEDULE
<br />�GAUGE-/
<br />SEE INTERIOR PARTITION CLEAR SPAN LIMIT TABLE FOR
<br />CHANNEL A SIZE
<br />INSTALL MINERAL ROCK WOOL INSULATION IN BETWEEN
<br />DECKING HIGH RIBS AS REQUIRED FOR WALLS
<br />4" X 6" CONTINUOUS BRAKE METAL SUP CONNECTION
<br />EACH SIDE. ATTACH TO DECK W/ (2) #10 SELF
<br />TAPPING SCREWS ® EVERY OTHER BOTTOM TROUGH OF
<br />ROOF DECK (12" O.C. t}
<br />(1) 4" X 6" X 4" 16 GA. BRAKE METAL SUP
<br />CONNECTION EACH SIDE ON JOIST. ATTACH W/ (2)
<br />/ 4" \ \ / #10 SELF TAPPING SCREWS ® BOTTOM CHORD
<br />/w.
<br />\
<br />I � /
<br />5/8" GYP. BD. EACH SIDE, FINISH PER SCHEDULE
<br />\ \1 16 GAUGE L/14ETAL SEE INTERIOR PARTITION CLEAR SPAN LIMIT TABLE FOR
<br />- SIZE
<br />FIRE STOP CONNECTION DETAILS
<br />N.T.S. 5 3/4" = l'-0"
<br />,lyyil�:�l:l:L�ittil!:1�1B
<br />PLACE TYPE "B' SCREWS "C" RUNNER SOLID BRIDGING AT EACH
<br />® 16" O.C., TYP. WHERE WALL EXTENDS END OF WALL, ADJACENT TO WALL
<br />ABOVE HEADER, THIS OPENINGS, AND 8'-0" O.C. MAX
<br />\ TRACK TO FACE UP TO TYPICAL EA BRACING LINE
<br />RECEIVE CRIPPLE STUDS
<br />(2) STUDS W/ TRACK TOP
<br />AND BOTTOM ALL UNPUNCHED METAL STUD
<br />AND CONTINUOUS
<br />TYPICAL BOX BEAM/HEADER DETAIL TYPICAL STUD LATERAL BRACING DETAIL
<br />PROVIDE 1" MIN. VERTICAL GAP BETWEEN
<br />•• TOP OF STUD AND DEFLECTION TRACK SEE
<br />DETAIL 5/A6.2
<br />DEEP LEG RUNNER TRACK METAL STUD
<br />' 1 1/2" X 1 1/2" X 16 GA. CUP ANGLE,
<br />FASTENED TO STUD AND U CHANNEL WITH
<br />(2) # 10-16 SCREWS PER CONSTRUCTION
<br />TYPE ANGLE LENGTH SHALL NOT BE MORE "C" RUNNE
<br />THAN 1/2" LESS THAN STUD DEPTH 1 1/2"
<br />WHERE BRACING TERMINATES 0 BUILT-UP JAMB OR POST,
<br />EXTEND CHANNEL INTO PUNCH OUT. USE (1) 1/2" X 1
<br />1/2" X 16 GA. CUP ANGLE 1 1/4" LESS THAN STUD
<br />WITH. ATTACH USING (4) #10-16 SCREWS 1 1/2" X 1
<br />1/2" X 16 GA. CUP ANGLE, FASTENED TO STUD AND U
<br />CHANNEL WITH (2) #10-16 SCREWS PER CONSTRUCTION
<br />TYPE ANGLE LENGTH SHALL NOT BE MORE THAN 1/2"
<br />LESS THAN STUD DEPTH.
<br />TYPICAL LATERAL BRACING SPLICE USE: (1) 12" LONG
<br />CRC INVERTED OVER CENTER OF SPLICE W/ (3) #10-16
<br />SCREWS ON EACH SIDE OF SPLICE M
<br />a `
<br />TYPE "B SCREWS
<br />0 6" O.C.
<br />ALTERNATE STUD LATERAL BRACING DETAIL ALTERNATE STUD/TRACK ATTACHMENT EXCEPT AT
<br />DEFLECTION TRACK LOCATIONS
<br />FASTEN METAL TRACK TO CONCRETE W/
<br />.157" HILTI X-U POWDER DRIVEN
<br />FASTENERS W/ 1-1/4' EMBEDMENT METAL STUD
<br />(ICC ESR-2269) ® 16" O.C. STAGGERED CONTINUOUS
<br />ri RUNNER TOP AND
<br />BOTTOM OF WALL
<br />X 16 GA. COLD ROLLED CHANNEL TO BE `SPLICE METAL STUD
<br />PLACED WITHIN 12" OF SUP TRACK SECTION
<br />TYPE "B" SCREWS
<br />6" O.C.
<br />TYPICAL PARTITION ATTACHMENT TO ROOF DETAIL TYPICAL
<br />TO ROOF D��L
<br />TYPICAL TRACK SPLICE DETAIL
<br />VERIFY SCREW TYPE
<br />AND SPACING WITH
<br />MANUF. SPECIFICATI(
<br />T
<br />N
<br />- 20 GA. METAL
<br />STUD ® 16" O.C.
<br />ISOMETRIC VIEW
<br />T
<br />T
<br />= SECTION VIEW
<br />1" 1/4"
<br />T TYP
<br />N O O O 0 O 0 O
<br />SIDE VIEW
<br />1 SLIP TRACK DETAIL
<br />3" = 1'-O"
<br />2X4 BLOCKING 0 24" O.C.
<br />W/ A34 CUP EACH END
<br />(2) #12 X 2" SCREWS
<br />#HEAD
<br />FRAMING S( SCREWS(TYP.)
<br />SUP TRACK AT FULL
<br />HEIGHT WALLS
<br />20 GA. METAL
<br />STUD ® 16" O.C.
<br />NOTE:
<br />MAX SPACING BETWEEN GYP.
<br />BD. CONTROL JOINTS ON A
<br />WALL PLANE SHALL BE 30 FT.
<br />VERTICAL CONTROL JOINT 1
<br />CAULK JT. AFTER ADJ. GYP.
<br />BD. FINISHING, BEFORE
<br />PAINTING
<br />INTERIOR PARTITION (1) LAYER 5/8" GYP. BD.
<br />EACH SIDE ON METAL STUDS
<br />0 16" O.C.
<br />;1 GYPSUM BOARD CONTROL JOINT
<br />3" = 1'-0"
<br />1 1/2" X 16 GA. METAL STRAP AT 4'-0"
<br />O.C. HORIZONTAL FOR LOAD BEARING
<br />WALLS
<br />METAL STUD
<br />ATTACH "C" RUNNER TO WALL STUD W/
<br />(1) TYPE "B" SCREW EACH SIDE TYPICAL
<br />TYPICAL STUD nMK ATTACHMENT. EXCEPT ATATTACHM�. EXCE�AT
<br />DEFLECTION TRACK LOCATIONS
<br />I
<br />CONTINUOUS
<br />"C" RUNNER
<br />KERF 2X TO 2X10 BLOCKING, COORDINATE TWALL PER PLANS,
<br />ALLOW BLOCKING WITH GRAB BAR MOUNTING SEE A1.0
<br />FLUSH W/ GYP. REQUIREMENTS. SECURE TO
<br />STUDS EA END WITH (3)
<br />PLAN. #10X2" SCREWS EA. END
<br />SCALE: 3"=l'-0"
<br />I
<br />I
<br />I
<br />I
<br />F
<br />I
<br />I
<br />I
<br />I
<br />I
<br />OPTION 1 AXONOMETRIC
<br />SCALE: NTS
<br />KERF 2X TO 2X10 DF12 SOLID
<br />ALLOW BLOCKING BLOCKING, COOR
<br />FLUSH W/ GYP. GRAB BAR MOUN
<br />REQUIREMENTS. S
<br />18GA. METAL CUP STUDS EA END
<br />#10X2" SCREWS
<br />PLANAND INTO STUD
<br />SCALE: 3"=l'-0"
<br />OPTION 2
<br />DINATE
<br />WITH
<br />EA.
<br />WOOD
<br />WALL PER PLANS,
<br />WITH SEE A1.0
<br />TING
<br />ECURE TO
<br />•
<br />(2)
<br />•
<br />END
<br />r
<br />I
<br />F
<br />I
<br />I•
<br />I
<br />I I•
<br />I•
<br />AXONOMETRIC
<br />SCALE: NTS
<br />Q SOLID BLOCKING DETAIL
<br />3" = 1'-0"
<br />Planet Fitness
<br />4 Liberty Lane West
<br />Hampton, New Hampshire 03842
<br />Issue Sets
<br />No. Issue Set I By Date Appr.
<br />ARCHITECT J
<br />Daniel K. Mullin, Architect, NCARB
<br />517 S Main St.
<br />Moscow, ID 83843
<br />P. (208) 892.8433
<br />F. (208) 892-8533
<br />MEP ENGINEERS
<br />Dave M. Saarem, P. E. M
<br />2188 Alfred Way �j••�
<br />Carson City, NV 89703 Mn
<br />P.(775) 772.9846
<br />STRUCTURAL ENGINEERS
<br />Richard M. Welcher, P.E.
<br />Tatum Smith Welcher Engineers, Inc.
<br />3100 S Market St, Suite 202
<br />Rogers, AR 72758
<br />P. (479) 621.6128
<br />UJ
<br />COPYRIGHT
<br />These plans are an instrument of service and are
<br />the property of DKMullin Architects, and may not be
<br />duplicated, disclosed, or reproduced without the
<br />written consent of DKMullin Architects. Copyright
<br />and infringement will be enforced and prosecuted.
<br />Project Manager Approval
<br />Architect/Engineer of Record
<br />•��� Z0
<br />Location
<br />7910 GALL BLVD
<br />ZEPHYRHILLS, FL 33541
<br />Project/Space No.
<br />Planet Fitness Tenant Improvement
<br />Sheet Title
<br />WALL DETAILS
<br />Scale: As Shown Project No.
<br />Drawn By: C.W. 191205
<br />ChWd By: T.G. Sheet
<br />Issue Date:
<br />APRIL 15 2020 Al •
<br />3
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