|
(4) #10 SCREWS
<br />— JAMB AS REQUIRED
<br />STEEL STUD
<br />(2) #10 SCREWS
<br />SPLICE PLATE -
<br />k
<br />/ Proposed Addition ;%
<br />-„ - - TOP TRACK
<br />SPACING 12
<br />@ O.C.�
<br />�.
<br />STEEL STUD --
<br />x
<br />I
<br />PNNN,,=
<br />SECTION
<br />SILL AS REQUIRED
<br />i GOOT I G2-54
<br />— To Track
<br />p
<br />"INDEXED ENDS"
<br />, - >,
<br />— (1) #10-16 SCREW
<br />j
<br />FOR PUNCH -OUT
<br />%' # '
<br />PER STUD FLANGE
<br />G0051 G2-54 Wall tie w/ 112"OX3" '
<br />' . - ---CRIPPLE WALL
<br />ALIGNMENT
<br />;
<br />Expan5lon Bolts @ 24 o-c drilled
<br />and epoxied into Existing CMU l'
<br />BRACING
<br />-
<br />r r --- G005 I G2 54
<br />t uctu e j
<br />4 _ CRIPPLE WALL
<br />�
<br />I
<br />/ 2xG CFS(150CRC050-43)
<br />BOTTOM TRACK
<br />%':
<br />' j
<br />Framed Wall
<br />�
<br />' �
<br />=
<br />/% ;
<br />(3) #10 SCREW SPACING
<br />HEADER BEAM
<br />�
<br />�y. (4) #10 SCREWS
<br />-- 4" O.C. EACH SIDE
<br />@
<br />WALL CORNER DETAIL
<br />' Existing �
<br />TRACK
<br />000�
<br />� TRACK
<br />/
<br />Structure
<br />60OT162-54
<br />STUD 16 GAGE 600S162-54
<br />( )
<br />24°
<br />�
<br />/
<br />��
<br />1 #10 SCREWS BOTH SIDES
<br />()
<br />--STUD 600S162-54 @ O.0
<br />(1) #10 SCREW AT BOTH SIDES
<br />-- - WALL STUD
<br />TYPICAL @BOTH TOP AND BOTTOM TRACKS
<br />GOOT I G2-54 ;�
<br />SHOULDER STUD TO
<br />�Dot. Track -- ,;'
<br />�-- - -
<br />UNDERSIDE OF HEADER
<br />— CLIP ANGLE
<br />� STUD PIECE AS REQUIRED,
<br />LENGTH -STUD DEPTH -1 /2
<br />/-6"
<br />LONG WITH SCREWS TO
<br />JAMB AS REQUIRED
<br />TYPICAL DETAIL
<br />TYPICAL DETAIL
<br />TYPICAL DETAIL
<br />TYPICAL DETAIL
<br />TYPICAL DETAIL
<br />TYPICAL DETAIL
<br />TYPICAL DETAIL
<br />(CFS Wall to CMU Walp
<br />( Header)
<br />( Stud to Top & Bottom Tracld
<br />(CFS Wall Lateral Bracing
<br />(CFS Wall Track Splice)
<br />(CFS Window SJIQ
<br />(CFS Wall Comeo
<br />1
<br />S-2
<br />2
<br />S-2
<br />3
<br />S_2
<br />4
<br />S-2
<br />5
<br />S-2
<br />6
<br />S-2
<br />7
<br />S-2
<br />600T 162-54
<br />.:: --'
<br />20'-S"
<br />EL =
<br />=
<br />-
<br />Top Track
<br />I I
<br />I I I
<br />---
<br />- -
<br />600T 162-54
<br />Top Track
<br />l I
<br />- T
<br />I
<br />I I
<br />I I � II II
<br />I
<br />I I
<br />III
<br />III II
<br />I I
<br />(4) #10 SCREWS ®
<br />II
<br />I I I _ _I�.4(4) #10 SCREWS @
<br />3
<br />%- EACH STRUT TO WALL STUD
<br />EACH STRUT TO WALL STUD
<br />I
<br />[See Detail 4/S,3]
<br />b
<br />I ;
<br />01 "x3" Expansion Bolts @24" o-c /
<br />WALK-IN
<br />400S62 541 .2X4 CFS
<br />_ � "
<br />400S62-541 a. 2X4 CFS
<br />__ 69
<br />-_ _ i i
<br />(fyp. Track to CMU Wall) - ____ � 1 _ Ex st ngCMU
<br />COOLER
<br />y
<br />SUPPORT STRUTS 24 0-C
<br />@
<br />SUPPORT STRUTS 24 O C
<br />"
<br />I @
<br />` I %_ Wall Line
<br />\
<br />I I
<br />600T 162-54 Track--
<br />I
<br />I I Fasten Truss Joists
<br />[See Detail 2/S-31 to Lateral Track
<br />I''•� /�
<br />0005162-54 Joist
<br />_
<br />=' w/1) #10 screw
<br />[See Detail 2/S-31
<br />EL 111, 13
<br />i; - "< -•,
<br />/ \ V`@Top
<br />/
<br />\ \ \
<br />JOIST _ — J_
<br />I
<br />I
<br />I
<br />-
<br />I-_--- �_-
<br />I
<br />I I I
<br />-ih12'
<br />- "'-
<br />11'10-1/2"
<br />- ____
<br />2) # 10 Screws @ Top Track-
<br />s-.
<br />\
<br />EL
<br />Fasten Truss Joists
<br />to Wall Studs w/
<br />- - - -
<br />sheet Roc
<br />EL
<br />0005162-54 Stud--�_
<br />I - _. _.- - - -
<br />I
<br />I
<br />i
<br />to Studs (typical) III
<br />II III
<br />-
<br />(ZS2
<br />-
<br />/524)
<br />x`
<br /># 10 Screws
<br />600T 162-54 Trac (4) #10 SCREWS @
<br />I (II (4) #10 SCREWS @
<br />I
<br />I III
<br />S2�
<br />J
<br />i
<br />Y,
<br />Fasten @ ea. stud --- EACH STRUT
<br />/ 2) # I 0 Screws
<br />I I -EACH STRUT/
<br />_- - --
<br />_ %�
<br />HEADER HT. 6 -8
<br />>kx
<br />Exterior
<br />---
<br />TO ROOF JOISTS
<br />I
<br />TO ROOF JOISTSstucco
<br />I II
<br />up nded Ceknq Line @ 10'
<br />I -�
<br />[ ee Detail 8 s ]
<br />20-5"
<br />I II
<br />I
<br />suspended Ceding Line
<br />I
<br />I ( I I 5uspended Ceiling Line
<br />I
<br />III
<br />HT; 10'
<br />-
<br />I I I I I `— HT; 100"
<br />IYFICAL SUBSTRATES FOR INfLRIOR WALLS
<br />• n� �
<br />`'
<br />rx�
<br />I
<br />I
<br />I I1°
<br />- - -
<br />stucco Exterior
<br />I
<br />I
<br />II I
<br />;HALL BE AS I OLLOWS: III !
<br />KITCHEN STORAGE ARFAS AND RESTROOMS: I
<br />0'-0° TO 3'-0" -/a' DUROCK CEMENT I
<br />EXISTING
<br />S G CMU WALL
<br /><y
<br />2 Sheet Rock
<br />!
<br />[see Detail 5-52] ~ \
<br />I I I
<br />I
<br />I
<br />BOARD, 3' 0" AND ABOVL `/" PLYWOOD. III
<br />III
<br />/Sz
<br />(To Remain)
<br />r, -
<br />' t / i; •'
<br />I
<br />(-11
<br />\
<br />I
<br />SERVICE AREA %" PLYWOOD
<br />SALES AND SEATING AREAS' `-a'GYPS[JM
<br />I 1
<br />400S162154
<br />2X416g.@24"oc
<br />+<
<br />°
<br />6 Batt Type _- _
<br />- _
<br />HEADER
<br />BOARD 1 13'Framed----
<br />III
<br />-----
<br />-
<br />_- _..,- •
<br />Insulation
<br />•. I - I I
<br />I
<br />[See Detal 2 ]
<br />� I Fs Wall (ey n)
<br />I C I b o il
<br />III
<br />I
<br />_
<br />/Sz(Bearing)
<br />Interior WeII
<br />x y
<br />TYPICAL SOR STRATF S FOR INTFRIOR WALLS
<br />-
<br />SHALL BE AS I OLLOWS
<br />I I I I
<br />I�
<br />I
<br />I I I
<br />2 OX3" Expansion �I 12
<br />III
<br />Bolts @ 24" o-c _ _
<br />x �K><
<br />k
<br />_ KITCHFN,STORAGF AREA_ AND RE';IROOMS
<br />0, 0" 10 S' 0" 5e DUROCK CEMENT
<br />(Typical Vertically) III I
<br />1
<br />- -
<br />X
<br />x
<br />-1
<br />BOARD, 3'-0" AND ABOVE 'S" PI YW00IR
<br />I I
<br />l
<br />III 10'
<br />S-2
<br />16' 11� _
<br />--- • 400S182-54
<br />'
<br />SERVICE AREA 5" Pu'wUUD
<br />I-1
<br />I'y'
<br />Order Window - - -_
<br />I I
<br />2x4 CFS III
<br />\i
<br />2X416g. Zl4" o-c
<br />CFS F
<br />_
<br />`
<br />Lateral Wall Bracing
<br />@45" o-c (Typical)
<br />SALES AND SEATING AREAS: C;YPSUM
<br />-- I BOARD
<br />I-
<br />-
<br />\
<br />9
<br />I --_� 1�" Sheet Rock
<br />I f
<br />Framed Wall
<br />(Bearmg) III
<br />/S2�
<br />3_
<br />-
<br />mail
<br />' Interior tWall
<br />� � \
<br />[see Detail 5-521
<br />_ -
<br />I
<br />I I
<br />FINISH COAT
<br />\
<br />1-1
<br />_
<br />1 I- '
<br />i"x3" Expansion Bolts III
<br />i
<br />(Texture -Flex or Conventional Stua;o)
<br />6,$" WINDOW 51LL:
<br />I I
<br />@ 24" o-c (Typ.) —1; III
<br />1
<br />sz -
<br />27'
<br />-
<br />3/8" BROWN COAT
<br />\ -
<br />"
<br />318- SCRATH COAT
<br />OR 3.4
<br />0005162-54
<br />-
<br />_
<br />-1
<br />-
<br />11"x3" Expansion Bolts
<br />_ - _ @ 16 o-c (ryp. ALL
<br />I I Exterior Walls)
<br />HT: 32'
<br />[See Detail 7 ]
<br />6005 162-54
<br />I I 1 1
<br />1 11 i x3° Expansion Bolts
<br />"
<br />�._ @ 16 o-c (Typ. ALL
<br />}�
<br />I I I Exterior Walls)
<br />I
<br />I
<br />III
<br />2) # 10 Screws @ Bot. Track
<br />to studs (typical) - -__
<br />� I
<br />600S162-54-
<br />2X81 4"o-c
<br />CFS Framed --
<br />Expansion
<br />Bolts @ 24" o•c _ _
<br />_
<br />,
<br />---
<br />EXISTING CMU_ WALL TO BE
<br />REMOVED IL IN THIS AREA.
<br />[SEE DETAIL XJC FOR BEARING ,
<br />2.5 SELF -FURRING GALVANISED WIRE MESH
<br />- _
<br />MOISTURE BARRIER
<br />-- -
<br />2x6 ► 6 ga. CF5
<br />Framed Ext. Wall
<br />�.
<br />I I NEW 4' Conc.
<br />I EXPANSION
<br />Floor Slab
<br />2x6 16 ga. CF5 -�
<br />Framed Ext. Wall
<br />2.8•
<br />I I NEW 4" Conc.
<br />I I Floor Slab
<br />I� ION --
<br />I !
<br />NEW 4" Monolithic Slab I
<br />w/ Turned Footer I
<br />Exterior Well
<br />_
<br />�/S)\
<br />(Typical Vertically)
<br />BEAMI PLACEMENT]
<br />-
<br />r �1/
<br />SOUND SUBSTRATE
<br />_--
<br />600T162-54
<br />Bottom Trade
<br />I I I --JOINT ;- --
<br />I 3,000 PSI CONCRETE
<br />- � ��
<br />I
<br />600T162-54
<br />I tt JOINT 3,000 PSI CONCRETE
<br />I w/ Fibemresh
<br />I III
<br />3 #
<br />HEADER HT: B'-8'
<br />Il \
<br />- -- - -- - - _ --
<br />-
<br />NOTE:
<br />w/ Fibemresh
<br />I
<br />Bottom Trade ^�
<br />-
<br />RECOMMENDED STUCCO APPLICATION INSTRUCTIONS:
<br />EL �'
<br />�`
<br /><-
<br />'�
<br />EL 0
<br />-
<br />_
<br />6 and Vapor Barrier
<br />Clean, compacted. �-I
<br />- -
<br />, , I
<br />7.10i
<br />02"
<br />CONVENTIONAL STUCCO AND SYNTHETIC COATINGS
<br />Refer to ASTM, C-150, C-926, C-1063
<br />GROUT FILLED
<br />CELLS
<br />_ — _
<br />- -- - -. -
<br />III - `, g Mil. VAPOR
<br />GROUT FILLED /
<br />__
<br />CELLS ` =
<br />_ _,,
<br />I -1 .__III ' g MII. VAPOR
<br />I-
<br />poision treated fdL- Footer
<br />1) #5 Rebar--'
<br />S-2
<br />- I'
<br />34.1 /
<br />I building horizontal) 4"onto the sheet below.
<br />Apply
<br />#5 Vert. Reber
<br />- ! _ BARRIER
<br />Y
<br />#5 Vert. Reber
<br />___i
<br />BARRIER
<br />400° p'
<br />a�
<br />waterproof r with each sheet overlapping
<br />rP ng papa Y ppn9
<br />Over the install 2.5 3.4 self furing wire mesh overlapping and staggering, and tying with 18
<br />FOOTING ---
<br />-_I
<br />,.
<br />8"
<br />�i/sz) c
<br />- Q
<br />r �
<br />4
<br />paper, or galvanized
<br />FOOTING
<br />-- __
<br />„
<br />"' CLEAN.
<br />�. III
<br />_ 10 10'
<br />a wire.
<br />g '
<br />�.� ,. ,- CLEAN
<br />-
<br />COMPACTED
<br />_
<br />,� ' !- COMPACTED
<br />- _ '
<br />6-7
<br />Apply a 318"Scratch Coat
<br />Apply a 3/8" Brown Coat (Apply scratch coat, filling out to face lath, and double back with brown coat to such a
<br />thickness that the combined thickness of scratch and brown coats will be approx. d . Allow 2 weeks to cure
<br />(2) oont.
<br />-,- POISON
<br />-- ` TREATED FILL
<br />4,000 PSI
<br />(2) #5 cont. �� _ ~ _
<br />- POISON
<br />TREATED FILL
<br />- 4,000 PSI
<br />CONCRETE
<br />HEADER HT: 61-8" - ��----�--�- ��
<br />-
<br />-
<br />before applying finish coat.
<br />" CONCRETE
<br />2-0 FOOTER
<br />"
<br />2-0 - FOOTER
<br />L-------------�-�
<br />i' / j
<br />Applya Colored Finish Coat Color to be determined b Builder Wor Owner
<br />( Y
<br />- --
<br />DUNKIN SIGNATURE
<br />/ MONOLITH
<br />800S162-54 _
<br />Framed
<br />T.S. 6X6X4" _
<br />into 2x6 Exterior Wall
<br />underneath EXISTING d,V
<br />(2/S2 2X816ga. CFS (A
<br />5-2.1
<br />Trim Beam
<br />TYPICAL SECTION
<br />TYPICAL
<br />SECTION
<br />TYPICAL SECTION
<br />1 _1, HEADER HT:B'-8"
<br />— ,a
<br />TYPICAL DETAIL
<br />(CFS WALL SECTION)
<br />( CFS WALL SECTION
<br />(CFS WALL SECTION
<br />� _
<br />21,-y4.
<br />( CFS Wall Stucco Exterior Application)
<br />@ DUNKIN MONOLITH)
<br />aLD EXISTING CMU WALL)
<br />(�
<br />s 2
<br />s_2 1
<br />2
<br />s-2
<br />3
<br />s-2
<br />WALL
<br />FRAMING PLAN
<br />SCALE:' = 1'-0"
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