Edgewater Commons - Building B & D4 HR. WALL: a" CONCRETE N
BEARING WALL WITH ALL CE
FILLED WITH MASONRY FILL
INSULATION ( AS PER S.B.C.
CHAPTER 31, SECTION 3103.
TABLE 3103.1 ).
it)
MATCH
LINE "B—B"I
FLOOR PLAN.
BUILDING B & D
-1
(29) 3P'O 31 3�2 (33 34 35 36 3 J 38
3/32"=19-09)
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-STEEL BOLLARD
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GENERAL NOTES
1 . TENANT SEPARATION WALLS ARE 6"
25GA. METAL STUDS ON COLUMN
CENTER LINES & ON ALL TOILET "WET
WALLS AND 3 5/8" 25GA METAL
STUDS AT ALL OTHER LOCATIONS
2. ALL EXPOSED MASONRY TO HAVE
"STRUCK" HORIZONTAL JOINTS AND
"SMOOTH" VERTICAL JOINTS BOTH
INSIDE AND OUT PROVIDE 1 /2" ROUND
CHAMFERS ON ALL EXPOSED
CORNERS OF BEAMS AND PILASTERS
3. ALL STRUCTURAL AND
MISCELLANEOUS STEEL SHALL
RECEIVE ONE COAT OF GRAY
STANDARD SHOP PAINT. TOUCH-UP
BURN MARKS, LABELS, AND
DISTURBED AREAS IN FIELD, (NO
OTHER COLOR WILL BE ACCEPTED)
4. SEE SHEET A-3 FOR SHOPS DOOR &
ROOM FINISH SCHEDULE
5. SEE PUBLIX AND WALGREENS GUIDE
PLANS FOR ASSOCIATED DOOR &
ROOM FINISH SCHEDULES.
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Revisions:
7 1 1 1 / 14/91
2 3�13/7z 759 G 1TY Ci4A .
r A-2
Date: 9/12/91
Comm. 91150
rui i+u &-m AlfCl 0"r^M
ROOF PLAN
BUILDING B & D 3/32"=1'-0"
PARAPET WALL
RAIN WATER CALCULATIONS
BUILDING "B"
ROOF AREA = 6,100 SQ. FT.
WALL AREA = 1,075 SQ. FT. / 2 = 537.5 SQ FT,
TOTAL AREA = 6,637 SQ. FT,
6" DIAMETER DOWN SPOUT
6" = 13,500 x 4/11.5 = 4,695 SQ. FT PER D.S.
6,637 SO, FT. / 4,695 SO. FT. PER D.S. = 1.41 DOWN SPOUTS (MIN.)
USE 3
RAIN WATER CALCULATIONS
BUILDING "D"
ROOF AREA = 11,210 SQ. FT.
WALL AR EA = 623 SQ FT / 2 - 311.5 SQ. FT
TOTAL AREA = 11,521.5 SO. FT.
6" DIAMETER DOWN SPOUT
6" = 13,500 x 4/11.5 = 4,695 SQ. FT. PER D.S.
11,521.5 SQ. FT./ 4.695 SO. FT. PER D.S. = 2.45 DOWN SPOUTS (MIN.)
USE 5
BLDG.
F
ALTERNATE #3
3-PLY BUILT-UP ROOFING
OVER 1 1/2" (R-10) RIGID
INSULATION ON 1 1 /2"
PAINTED METAL DECK
ALTERNATE #4
SINGLE -PLY ROOFING
OVER 1 1/2" (R-10) RIGID
INSULATION ON 1 1/2"
PAINTED METAL DECK
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REFLECTIVE CEILING PLAN
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A---,20
Date- 9/12/91
Comm, 91150
MATCH I(
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SIDEWALK PLAN F
BUILDING B & D 3/32"=1'-0" O
2
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SEWER ISOMETRIC
SC,
24'X24" DIFFUSER
320 CFM - 4 WAY
TYPIC L OF 5
TYPE UA
12" X 6 It
12 "X 10"
4TON - 481000 B.T.
(c� 0.10 "S. P. ROOF
SEE EQUIP. SCHEI
I rs "X 10"
PA "X 10
12I IX 611-
N,
ALL P4wT4_I5
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MATCH
LINE "B—B"I
BUILDING B & D 3132"=V--0"
I
- 1 11 L . V l 1 . V -# 1- 1 It
400CFM-4 WAY
TYPICAL OF 5
TYPE OA
7drtV 9AIt mg7i:iiQp p A7r%rP1A _ AkA/AV
TWO (2) -71/ 2 TON - 90,000 BTU - 311000 BTU
(a7i, O_ I 0 S.P. ROOF MT'D. A/C -SEE EQUIPMENT
SCHEDULE
AIR CONDITIONING NOTE:
FOR P/C PLAN SEE THE BELOW
UNIT SEE PLAN
D-4 OPPOSITE HAND OF UNIT D-3
D -5 OPPOSITE HAND OF UNIT D -2
D-7 SAME AS UNIT D -6
D - 8 SAME AS UNIT D- I
NOTE: ALL DUCT TRANSITIONS SHALL BE FROM
THE BOTTOM 0 F' THE DUCT.
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Date:
Comm.