11-959-011JOB NO.:
1025
DRAWN /CHECKED BY:
CML /DZK
SCALE:
AS NOTED
ISSUE FOR:
PERMIT
09/14/11
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NOTE: CEILING -AREA -WAS = = - =-
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(E) MALL BULKHEAD - 2"
1
CONCEALED AT THE TIME OF SITE
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ON
X 8" 16 GA. METAL STUDS
SURVEY. G.C. TO V.P.F.-
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0 O.C., V.I.F. &NOTIFY
ARCHITECT.
TECT.
LL_
PLACEMENT OF EMS iN
(�_ IT_ _ -
0)
>
(E) 2" X 4" 16 GA METAL
d
RELATIONSHIP TO STOREFRONT &
Q
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LL_
STUDS AT 16" O.C. CUT TO
C5
(E) MALL BRACING, V.I.F.
NOTIFY ARCHITECT OF ANY _
•
(L
ALLOW FOR (N) STEEL. G.C.
TO V.I.F. STUD SIZE/ GA. &
I
&NOTIFY ARCHITECT.
'
DISCREPANCIES -_ AAMEDIATE�Y.__=
(N) Y4" GYP. BD. AT JAMB
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N
I
NOTIFY ARCHITECT.
Z
SIDE
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(�L I
(E) 3/4" THICK STUCCO
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A
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OVER METAL LATH V.I.F. &
CORNER BEAD
I- -
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NOTIFY ARCHITECT.
U
()
(N) 3/4" MARINE
GRADE
U
PLYWOOD -FULL
HEIGHT
12' -0" A.F.F. V.I.F.
_
C
OF STOREFRONT COLUMN
U_C_
Q �
U/S OF MALL BULKHEAD
(N) 5/8" GYP.
BD.
CORNER BEAD
(N) CONT. CAULKING
G.C. TO PATCH & REPAIR
STUCCO AS NECESSARY,
I
i
-- T.O. OF 3RD * FLOOR SLAB
i
BOTH SIDES
WHERE (E) AWNING SCREWS
WERE REMOVED, TO MATCH
(N) 9/16" CLEAR
(E). TYP. OF 5 WINDOW
LAMINATED
BAYS.
I
GLAZING
/.
(E) MALL BULKHEAD - 2" X 8" 16 GA.
' METAL STUDS 0 16" O.C., V.I.F. & NOTIFY
(E) CONCRETE FLOOR DECK
ARCHITECT.
. ///
�\� • STOREFRONTRESISTANT
�
��
(E) MALL BRACING, V.I.F.
SEE WINDOW SCHEDULE
&NOTIFY ARCHITECT.
(N) MARBLE SILL BELOW
V. . IF 3 -1/2" MINERAL
FIB INSULATION IN PLACE.
+
(E) 2" X 4" 16 GA METAL
STUDS AT 16" O.C. V.I.F.
(E) 3/4" THICK STUCCO
OVER METAL LATH V.I.F. &NOTIFY
IF NO PROVIDE (N)
ATTACHMENT OF THESE
, ARCHITECT.
(N) 3/4" MARINE GRADE
PLYWOOD -FULL HEIGHT
3 -1/2" INERAL FIBER
INSULATIO
STUDS
__ _ _ 12' -0" A.F.F. V.I.F.
U S OF MALL BULKHEAD
OF STOREFI�ONT COLUMN
-�-
(E) 3/4" THICK STUCCO
(N) 3/4" MARBLE
I
OVER METAL LATH V.I.F. &
G.C. TO PATCH & REPAIR STUCCO
SURROUND
) 2" X 4" 16 G METAL
NOTIFY ARCHITECT. PROVIDE
AS NECESSARY, WHERE (E) AWNING
S DS AT 16" O.C.
(N) PAINT.
I
ETYP. �BAOYSMATCH
() OF 5RWINDOW
(N) P.T. F.R. BLOCKING.
TO MATCH (E) V.I.F.
i (E) 3/4" THICK STUCCO
(N) FRAMING. SEE
OVER METAL LATH V.I.F. & NOTIFY
PATCH/ REPAIR STUCCO AS NEC.
STRUCT. DWGS.
I
ARCHITECT. PROVIDE (N) PAINT.
(N) 3" X 3" RIZONTAL
+
STEEL TUBING. IGHT TO
MATCH (E) V.I.F.
_ 1/2- N.F.F. V.I.F.
9' -10 T.O. STEEL TUBING 9v
9'-0 2_ A.F.F. V.I.F.
PATCH/ REPAIR STUCCO AS NEC.
_
B.6. -(N) CEILING SOFFIT/
MARBLE TRIM
(N) P.T. F.R. BLOCKING.
9' -7 5/ 8" A.F.F. V.I.F.
7.
�
(N) GYP. BD. CEILING
i TO MATCH (E) V.I.F.
(N) FRAMING. SEE STRUCT.
DWGS.
T.O�LRNT FRAMING
"
I (N) 3/4 " MARBLE SLAB OVER 3/4 MARINE
"
LV.I.F.
' PLYWOOD BACKING TO MATCH (E) V.I.F.
TUBING.X HEIGHT TO MATCH (E)
(N) 3/4 " MARBLE SLAB
OVER 3/4 MARINE
PLYWOOD BACKING TO
(N) CAULKING
I 3
A4 -1
SECTION AT STOREFRONT - PLAN MULLION
SCALE:
5
„_
311
MATCH (E) V.I.F.
(N) IMPACT RESISTANT STOREFRONT
I (E) MALL COMMON
Ste""
AREA
9' -0 1/2- A.F.F. V.I.F.
I
U.S.OF STOR F ONT SOFFI T
N 9/16- THICK CLEAR TEMPERED
4 3/4"
2-:1g _l 2" A.F.F. V.I.F. _
U.S OF STOREF SOFFIT
LEASE LINE, V.I.F.
S OREFRONT GLAZING
`i (E) PILASTER BEYOND.
'
(N) GYP. 8D. CEILING
REPLACE MARBLE AS NEC.
TO ACCOMMODATE (N)
I (E) PILASTER BEYOND. REPLACE MARBLE AS
(N) CAULKING BOTH SIDES
STOREFRONT.
i NEC. TO ACCOMMODATE (N) STOREFRONT.
ILEASE LINE, V.I.F.
SECTION AT STOREFRONT -
HEADER
SCALE:
3
(N) CAULKING
311 =1 -0
(N) CORNER BEAD
I
(N) 3/4" MARBLE SLAB OVER 3/4" MARINE
LEASE LINE, V.I.F.
(N) 5/8" GYP. BD.
PLYWOOD BACKING TO MATCH (E) V.I.F.
(N) P.T. F.R. BLOCKING.
I
(N) 3'x3" VERT.
STEEL TUBING.
CORNER BEAD
(N) CONT. CAULKING.
I
(E) PILASTER BEYOND.
REPLACE MARBLE AS NEC.
(N) 3" X 3" HORIZONTAL STEEL
TUBING. HEIGHT TO MATCH (E) V.I.F.
'
I _ _ 1' -4�" A.F.F. V.I.F. _
SEE STRUCT. DWGS.
�— T.O. KNEE WALL
BOTH SIDES.
(N) IMPACT RESISTANT
TO ACCOMMODATE (N)
N P.T. F.R. BLOCKING.
( )
STOREFRONT SYSTEM
STOREFRONT.
(N) P.T. F.R. BLOCKING TO MATCH (E) V.I.F.
(N) 9/16" CLEAR
LAMINATED GLAZING
(N) 9/16 " THICK CLEAR
SCHEDULE. FINISH
(N) 3 -5/8" 20GA. METAL STUD FRAMING 0
16 O.C. W/ 3 -1/2 INSULATION. SEE
(N) IMPACT RESISTANT
TEMPERED STOREFRONT
(N) 3/4" MARBLE SLAB
(N) FLOORING. SEE FINISH
STRUCTURAL DWGS.
STOREFRONT SEE
GLAZING
OVER 3/4" MARINE
SCHEDULE.
3/4" GYP. D.
WINDOW SCHEDULE
PLYWOOD BACKING TO
MATCH V.I.F.
_ _ _ _ 0' -0" A.F.F. V.I.F.
2ND LEVEL FINISH FLOOR
(N)
N CAULKING BOTH SIDES
()
(E)
—
—
OVER 3 -5/8" 2 GA.
MTL STUDS
(N) CORNER BEAD
A4 -1
(N) 3/4" MARBLE SLAB OVER 3/4" MARINE
PLYWOOD BACKING.
T.O. KNEE WALL
(N) CAULKING
P.T. /F.R.
r
ri
WD. BLOCKING, TYP.
rr
�
CORNER BEAD
_
r
(N) 5/8" GYP. BD.
(N) P.T. F.R. BLOCKING TO
(N) 3/4"
MATCH (E) V.I.F.
CITY OF SOUTW
BELOW SILL
(N) 3" X 3" HORIZONTAL
_ Q'- �LA.F,F�LLF
BvILpING pEP ��I
STEEL TUBING. HEIGHT TO
MATCH (E) V.I.F.
B.O. KNEE WALL -
_ _ _9�/� .E.E�V,I E
STRUCTURAL SECTION
N
T.O. STEEL TUBING
(E) PILASTER- V.I.F.
(N) P.T. F.R. BLOCKING.
"4'�) �O�EO $Y
CONSTRUCTION.
(N) 3 -5/8" 20GA. METAL
STUD FRAMING 0 16" O.C.
_
PATCH &REPAIR STUCCO
AS NECESSARY TO RECEIVE
(N) BASE. SEE FINISH
W/ 3 -1/2" INSULATION.�"h
NEW FINISHES
SCHEDULE.
SEE STRUCTURAL DWGS.
(N) 3/4" MARINE GRADE
(N) 3/4" MARBLE SLAB
NOTE: MARBLE SILL, JAMB, HEADER, AND BASE
PLYWOOD -FULL HEIGHT
OF STOREFRONT COLUMN
(N) FLOORING. SEE FINISH
SCHEDULE.
OVER 3/4" MARINE
TO MATCH EXISTING. V.I.F. EXISTING CONDITION/
PLYWOOD BACKING.
CONSTRUCTION AND NOTIFY ARCHITECT PRIOR TO
(E) 3/4" MARBLE
CONSTRUCTION.
SURROUND
0' -0" A.F.F. V.I.F.
(N) WEATHER RESISTANT BARRIER T.B.D.
(E) 2ND LEVEL FINISH FLOOR
ON HOW (E) MARBLE IS FASTENED TO
STRUCTURE. G.C. TO NOTIFY ARCHITECT OF
(N) CAULKING
FINDINGS IMMEDIATELY.
SECTION AT STOREFRONT
-PLAN PILASTER
4
SECTION AT STOREFRONT -
SILL
3,x;`0„
2
SECTION AT STOREFRONT
1SCALj;O
2
3/4AL11 -011
1
JOB NO.:
1025
DRAWN /CHECKED BY:
CML /DZK
SCALE:
AS NOTED
ISSUE FOR:
PERMIT
09/14/11
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SHEET N0:
A4 -1
TITLE: SECTIONS
OEM 7 r�crcra�cw.' r C� t
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SHEET N0:
A4 -1
TITLE: SECTIONS