09-925-004R00M FINISH SCHEDULE
DOOR SCHEDULE PROVIDE GLAZING AND DOOR CONSTRUCTION AS SCHEDULED.
MARK
SPACE
FLOOR
WALLS
CEILING
SASE
CEILING
HEIGHT
REMARKS
101
OPEN AREA
PORCELAIN
CERAMIC TILE
5/8" DRYWALL BD.
TAPED 4 PAINTED
OPEN TO STRUCTURE
PORCELAIN LE
13' -@"
EXPOSED STUCTURE
TO BE PAINTED.
G.
DRYWALL 5D.
5/8" DRYWALL 5D.
PORCELAIN
71'40"
FILAR
102
BATHROOM
CERAMIC ILE
PAINTED
TAPED PAINTED
II LE
+42 �
A. PROVIDE 3 -1/2" SOUND ATTENUATION BLANKET SEPARATING HABITABLE SPACES
0I��
B. ALL COLORS AND FINISHES TO BE SELECTED BY TENANT IN ACCORDANCE W/ BUILDING STANDARDS.
1
C. ALL WALLS AND DRYWALL AT CEILING IS TO RECEIVE MINIMUM TWO COATS OF PAINT PER NEW SPEC. OR COAT5 IN QUANTITY TO PROVIDE
SATISFACTORY FINISH.
1-3/4"
NOTE: ALL WOOD DOORS SHALL CONFORM TO NWWOA SPECS. FOR SELECT GRADE DOORS.
DOOR SCHEDULE PROVIDE GLAZING AND DOOR CONSTRUCTION AS SCHEDULED.
=GLASS IN DOORS SHALL BE CAT. I OR II PER F.B.C. 35083 A5
MARK I
LOCATION
DOORS
SIZE
V
TYPE
MATERIAL
FRAME
ME
THRESH.
IN SSU
REMARKS
H
T
G.
FILAR
+42 �
0I��
OPEN AREA
1
10 -0
10 -@
1-3/4"
A
OVERHEAD
STEEL
_5zm
INSULATED DOOR
HOLLOW
PTD.
+471
OHOLLOW
OPEN AREA
1
3' -0"
'I' - @"
1-3/4"
B
FLUSH
METAL
METAL
-518
HOLLOW
HOLLOW
PTD.
+4 �_wz
OPEN AREA
1
3' -0"
7' -0"
1 -3/4"
B
FLUSH
METAL
METAL
OPEN AREA
1
10' - 0"
1 0' - 0"
1-3/4"
A
OVERHEAD
STEEL
+42.1
_46B
INSULATED DOOR
n+42.�
OPEN AREA
1
10' -0"
10' -0"
1 -3/4"
A
OVERHEAD
STEEL
_46B
INSULATED DOOR
HOLLOW
PTD.
447.1
QHOLLOW
OPEN AREA
1
3'- @ "
° -0"
1-3/4"
B
FLUSH
METAL
METAL
-518
O
OPEN AREA
1
10' -0"
10' -0"
1 -3/4"
A
OVERHEAD
STEEL
+42.7
_46B
INSULATED DOOR
+4z r
Q
OPEN AREA
1
1 @' -0"
I @' - @"
1 -3/4°
A
OVERHEAD
STEEL
-46$
INSULATED DOOR
OPEN AREA
1
11
lo'-O"
10 -0 ��
1-3/4"
A
OVERHEAD
STEEL
�2.-t
_52�
INSULATED DOOR
10
BATHROOM
1
3' -0"
l' -0"
1 -3/8"
A
FLUSH
WOOD
SOLID -CORE
WOOD
STAIN
MTL.
TRIM
NOTES: 1. VERIFY SIZES FOR ALL EXISTING DOOR OPENINCaS
2. HARDWARE PROVIDED BY OWNER.
DOOR PRODUCT:
APPROVAL INFORMATION:
OUT SWING DOOR: DAYBAR SERIES "LS -18" SINGLE FLUSH OUTSWIWs COMMERCIAL STEEL DOOR W/ SERIES "AS" FRAMES A WAUO PANIC EXIT DEVICE -LM IMPACT
DADE COUNTY PA. '08- 011¢!.12 EXP. 04 -10 -2013
OVERHEAD DOOR: 16' -211 WIDE X ib' HIGHT STEEL SECTIONAL HARARE DOOR W/ WINDOW LITE OPTION.
DADE COUNTY PA. '09- 0128.03 EXP. 02 -22 -2011
'LIM
(A)
LEGEND (REFER TO FINISH SCHEDULE, WALL SECTION, t INTERIOR PARTITION DETAIL
EXISTING WALL TO REMAIN.
NEW DRYWALL ON I X 4 WD RMRMCs a Ib" O.C. ON EXISTING MASONRY
WALL PROVIDE R -5.1 3/4' ISO BOARD INSULATION IN FURRINCs SPACE
NEW 3Y MTL. STUD WALL PARTITION (UDW 9 16' O.G. t %" DRYWALL
ON EACH SIDE (SEE SCHEDULE 4 PARTITION DETAILS)
®- WALL TYPE MARK SEE DETAIL SECTIONS SH. A -5
NEW 8" CONCRETE BLOCK W/ FINISH to EXTERIOR t GYPSUM BD. ON MTL
FURRING CHANNEL • 24' O.C. PROVIDE INSULATION IN FURRINCs SPACE. (SEE
SCHEDULE 4 WALL SECTION)
4
d
4,
NON STRUCTURAL 14"0 POURED
CONC. COLUMN PROTECTION AT
EXI5T STL COLUMN.
$ * 5 VERTICAL
W/ n %3 TIES 9 8" 0. C. TYP.
-DRILL Y44 HOLE55 X 4" DEEP W/
EPDXY PASTE TOP 4 BOTT. TYP.
NON- STRUCTURAL COLUMN PROTECTION DETAIL
EXTERIOR
<Ti
Ll
1 LnL
INTERIOR
BACKER ROD 4 SEALANT (ALL
AROUND)
P.M. FRAME W/ THRU BOLT
FRAME ANCHOR 3 PER JAMB
MIN. NOTE: COUNTERSINK
ANCHORS, FILL, SAND 4 PAINT
AS REQ'D
NOTE: EXTERIOR HEAD
CONDITION TO HAVE DRIP
COLUMN
EXIST. WINDOW/DOOR
OPENING
SGAI-E 1" ■ I' -0' I 4
L--SOLID CONCRETE BRICK
TYPE MASONRY UNITS.
I
22 GAGE CORRUGATED
ANCHORS EVERY OTHER
MASONRY COURSE
(ALTERNATE EA. SIDE)
�_cONNECT EA ANCHOR TO
EXIST. WALL W/ (1) 3116" x 2"
TAPCON.
M
DOOR JAIM5 DETAIL SCIAM 3' • I'-0 3 MASONRY OPENING INFILL DET.
101•0"
EXIST OPENING
` CU •.3
/ f 1" i f fr f f f
NEW CU ON WALL
MOUNTED BRACKET
SEE DETAIL
INFILL EXIST
OPENING SEE
DETAIL, STUCCO
FINISH a EXTERIOR
MATCH EXISTING. 2
(TYP.) f Cu
L/ / f
A
PROVIDE 1 FIRE NON STRUCTURAL
EXTINGUISHER PER 14" b POURED CONC.
2,500 SQ.FT. COLUMN PROTECTION
AT EXISTING STL. COL.
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2' -4 3' -4"
EXIST OPENING ;IST OPNG.
PROPOSED FLOOR PLAN
NEW CU ON WALL
MOUNTED BRACKE
SEE DETAIL
101-01, 101-01,
EXIST OPENING EXIST OPENING
�Q
-5°
1 "I
OPEN
C
NEW PNL. C
NEW PNL. B—, r — —
,2 t.
- NEW METER
(SEE ELECT. DWGS.)
3' -4" 2' -4"
EXIST OPENING EXIST OPNG.
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NON STRUCTURAL
14" 0 POURED GONG.
COLUMN PROTECTION
AT EXISTING STL. COLT
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