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RELEASED FOR CONSTRUCTION SARI rrEauRA ea'. wm
SECTIONS FOR TUBE
Subject to compliance with all regulations STEEL HEIGHTS 08MM •�Rkaswa"
of State and Local Codes
City of Carmel N STOREFRONT FRAMING PLAN
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I. III III I
j III III I
b' , TOGA MTL STUDS P 20" O.C. i
WITH COTOGA TRACK TOP II
1 BOTTOM.M. I" NSTALL AN EXTRA /
STUD AT EA VERT WINDOW— L-*
MULLION. ---- _ STIFF CLIP CL600-115 (14) FRAMING CLIP t + /- �. +
( ) + + i�
FINISH FLOOR, I VERT STUD. �CONNECT OCLIP TO STD 3 5/5', 20GA TRACK 3 5/5', 20GA TRACK ' +
[EXISTING
w/ (4) #12 SCREWS. ANCHOR TO3 5/5 , 20G.4 TRACKSEE ARCH OWLS. 0 IOOIXISTING.CONCREfE SLAB w/ 1/2' VIAT"TYP LONT, TYP CONT, TYPCONC EPDXY ANCHORS (HILTI HIT
SLAB, V.I.F. O O. O I NY200 SYSTEM OR EQUAL) W/ 2 3/4" L21dx16 GA CLIP EA L2x2x16 GA CLIP E4 �� L2x2xi6 GA CLIP EA
I EMBEDMENT. () STUD W/ (2) #12 I
I ... STUD W/ (2) 7N2 I i STUD W/ 2 #I2 I III
5CREW5 EA LEG SCREW5 EA LEG SCREWS EA LEG
a 1
a d d d d 3 5/5', 20 GA STUDS 3 5/5", 20 GA STUDS 3 5/80, 20 GA STUDS
P 16" O.C. P Ib" O.C. P 161, O.C.
I 14 3" MIN. EDGE DISTANCE REQ'D.
Li d CONTRACTOR SHALL CONTACT
a STRUCTURAL ENGINEER IF EWE
a DISTANCE IS LESS THAN 3".
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KNEE WALL DETAIL 3w=r-Dw S
10.27.17 SEE F/502.OI �.., _ _....
10 6" Ib GA TRACK CONT
METAL SCREW, TYP i METAL SCREW, TYP + ..METAL SCREW, TYP '�. + --�,
(SEE DETAIL R/501.01 + ^ -• - (SEE DETAIL R/501.01DETAIL .01
FOR SCREW SIZE) r FOR SCREW SIZE) (SEFOR SCREW 5ZE)
SEE B/502.01 6, 20 GA STUDS P I6" O.C.
611t 20 GA TRACK.
ATTACH TO H55 W/
(2) ROWS OF #12
SCREWS P 6' O.C.
i STAGGERED
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EXIST W21x65
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L4x4xl/4x5' LONG I l I
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PLATE I/4xbz4 L514 I
I I `-- STOREFRONT WALLS STOREFRONT WALLS
W/ (2) 1/20 BOLTS —
I I W/ 9/I6'xl 1/4" I. J ARE 3 5/S', 20 GA, ARE 3 5/5', 20 GA,
I VERTICAL LS HOLES NOTE: STRUCTURAL (I 5/5" NOTE: STRUCTURAL (I 5/5"
- FLANGE) METAL STUD - FLANGE) METAL STUD
SEE DRAWING 501.01 FOR CODED NOTES FRAMING P 16'dc� SEE DRAWING 501.01 FOR CODED NOTES FRAMING P I6"dc,
f SECTION UNLE56 NOTED UNLESS NOTED
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STOREFRONT WALLS
ARE 3 5/5', 20 CsA,
NOTE: STRUCTURAL (1 5/5'
SEE DRAWING SOIOI FOR CODED NOTES) METAL STUD
FRAMING P I6 dc,.
UNLESS NOTED
6', 20 GA STUDS P EA
HSS OUTRIGGER, FA
SIDE. ATTACH TO 955
W/ (2) ROWS OF #12
SCREWS P 5' O.C.
STAGGERED
HISS OUTRIGGERS, SEE
6", 16 GA TRACK CONT
STOREFRONT SECTION - BBW
I I KSTOREFRONT SECTION - BBW REFRONT SECTION -BBWF STOa `a
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L4x4xl/46' LONG
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L.... REVISIONS:
1/2' THK EASE .. I
I. PLATE w/(2)-1M' L.
VIA HILTI KWIK
BOLT III ANCHORS
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-_-_- ___====4-__ _____ --- -- -------------------
SEE w5D2.o1 DATE ISSUED: 05/31 /2019
N DESIGNED BY: DCM
DRAWN BY: MAS
CHECKED BY: JDL
1455 3x3x'; P 4'-0" O.C., SEE STOREFRONT
SECTION B/50201 NOTE: SEE DRAWING SOIAI FOR CODED NOTES FRAMING
STOREFRONT WALLS ARE 3 5/B', 20 GA,
STRUCTURAL (I S/5" FLANGE) METAL PLAN
STUD FRAMING P 16'dc, UNLESS NOTED
DRAWING NUMBER:
DATE: 07/16/19