05-1454-00512
4 F-
00
N
WEST ELEVATION - (REAR)
SCALE: 1/411 = 1' -0"
WINDOW NOTES:
I
I+
i
4
12 12
41 714
ALL WINDOWS ON THIS ELEVATION ARE:
PGT INDUSTRIES HORIZONTAL ROLLER,
N.OAj 02- 0313.10, IMPACT RESISTANT
1. CONTRACTOR SHALL COORDINATE AND VERIFY WITH WINDOW
MANUFACTURER'S SHOP DRAWINGS FOR REQUIRED MASONRY
OPENING FOR PROPER INSTALLATION BEFORE CONCRETE BLOCK
WORK IS STARTED OR TIE COLUMNS ARE POURED. G.C. TO VERIFY
WITH WINDOW INSTALLER. WINDOW SIZES ON ELEVATIONS AND
SCHEDULES ARE NOMINAL DIMENSIONS. WINDOW MANUFACTURERS
DIMENSIONS MAY VARY.
2. INSTALLATION OF WINDOWS SHALL BE IN STRICT ACCORDANCE
WITH THE DESIGNATED AND APPROVED METHOD INDICATED IN THE
SHOP DRAWINGS AND THE N.O.A. SUBMITTALS AS APPROVED PER
THE F.B.C.
J. ALL FIXED GLASS PANELS SHALL BE 3116" OR THICKER AS REQ.
TO MEET WIND LOAD AND IMPACT REQUIREMENTS. ALL GLASS USED
INSIDE OF DWELLING TO BE TEMPERED, TO COMPLY WITH THE F.B.C.
4. ALL WINDOWS IN RENOVATION TO BE IMPACT RESISTANT. SEE
MIAMI -DADE COUNTY PRODUCT APPROVALS (N.O.A.'S) AND SHOP
DRAWINGS FOR EXACT SPECIFICATIONS.
5. EGRESS TYPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE
WITHOUT THE USE OF KEY, TOOL, OR SPECIAL KNOWLEDGE OR
EFFORT, AND SHALL PROVIDE A CLEAR OPENING OF NOT LESS THAN
20" WIDE, 24" HIGH, AND 5.7 FEET IN AREA. THE BOTTOM OF THE
OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, AND
NO PART OF THE MECHANISM SHALL BE PLACED HIGHER THAN 54"
ABOVE THE FLOOR.
6. PRODUCT APPROVAL SHEETS (NOA'S) FOR ACCEPTABLE BUCK
AND SCREW INSTALLATION, SCREW SPACING, SCREW LENGTH AND
IMBEDMENT, ETC.
7. PROVIDE OPAQUE GLASS AT BATHROOM WINDOW AS PER F.B.C.
0
- _ _ ..................... _ _.......... _ — - - -- ELEV. + 19' -11
ROOF H.P.
12
—14
ELEV. +17' -0"
CHIMNEY H.P.
ELEV. +14' -8"
ROOF H.P.
ELEV. +12-10"
ROOF H.P. 12
ELEV. +10' -6" 4r-
T.O. TIE BEAM
I------------- ------
� DEPTH OF T.B.
EXTERIOR IMPACT RESISTANT GLASS
-NOA ACCEPTANCE 101- 1109.03
o q cot 00
N 1 N
1
a
CHIMNEY SHALL EXTEND AT LEAST 3FT.
ABOVE THE HIGHEST POINT WHERE IT
PASSES THROUGH THE ROOF AND AT
LEAST 2FT. HIGHER THAN PORTION OF
ROOF WITHIN 1OFT. HORIZONTALLY OF
CHIMNEY AS PER F.B.C. 2804.2.4
ELEV. +15' -11"
ROOF H.P.
ELEV. +13' -10"
— -
ROOF H.P. 12
4 F_
ELEV. +14' -8" —
ROOF H.P.
12
4F___i
PGT INDUSTRIES HORIZONTAL ROLLER,
N.O.A.# 02- 0313.10, IMPACT RESISTANT
00
L__J
6 "X12" GARAGE
SCREEN VENT
MOUNTED 12"
A.F.F., TYP.
NORTH ELEVATION
SCALE: 1/4" = V -0"
O °°
N
12
4
12
4
Al
1
A -4.0
12
4 F-
Ja
12
74
—14
_ ELEV. +13' -3"
T.O. TIE BEAM
0
u u \ O 0
PGT INDUSTRIES CASEMENT, EXTERIOR FLUSH SOLID
N.O.A.# 02- 0327.04, AND CORE FINISH GRADE WITH
PGT FIXED WINDOW, N.O.A. IMPACT RESISTANT GLASS
# 02- 0716.03, 3' -4" 5' -4" 3' -4" N.O.A. ACCEPTANCE #02- 0927.13
BOTH IMPACT RESISTANT
EAST ELEVATION - (FRONT).
SCALE: 1/4" = 1' -0"
12
4 1—
PGT INDUSTRIES HORIZONTAL ROLLE°
N.0 A.# 02- 0313.10, IMPACT RESIST
I
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A/C UNIT ON\
4" CONC. PAD
- (RIGHT SIDE)
12
41
00
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............. _._-_.... ----- _- .......................
�
ALL WINDOWS ON THIS ELEVATION ARE:
PGT INDUSTRIES HORIZONTAL ROLLER, €
N.O.A.f 02- 0313.10, IMPACT RESISTANT
12
—14
12
� 4
..... ........ ......................... ......
+19' -11"
ROOF
111. P. _
ELEV.
+15' -11"
ROOF
H.P.
ELEV.
+13' -10"
12 12 ROOF
H.P.
4 F— —14
2'- 1 1. -2 9'-4 1 -2 2 -1
I
ELEV. +0' -0"
GRADE - N.G.V.D. 10
I
tom.
i,
PGT INDUSTRIES CASEMENT,
N OA.# 02- 0327.04, IMPACT RESISTANT
'• I
V
00 O
d-
4 EGRESS WINDOW
W/ ESCAPE OPENING:
(MIN. 5.7 S.F., MIN W. 20 ",
SOUTH ELEVATION - (LEFT SIDE) MIN. H. SILL ®44"
A.F.F. MAX.
SCALE: 1/4" = V -0"
EGRESS WINDOW
W/ ESCAPE OPENING:
(MIN. 5.7 S.F., MIN W. 20 ",
MIN. H. 24 ") SILL ® 44"
A.F.F. MAX.
ELEV. +19' -11"
ROOF H.P.
ELEV. +14' -8"
12 ROOF H.P.
14
1n
I
N
ELEV. +0' -0"
GRADE - N.G.V.D. 10.0'
ELEV.
+19' -11"
ROOF
H.P.
ELEV.
+15' -11"
1
H.P.
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ELEV. +0' -0"
GRADE - N.G.V.D. 10.0'
ELEV.
+19' -11"
ROOF
H.P.
ELEV.
+15' -11"
12 ROOF
H.P.
-� 4
W
00
I
r7
T 12
12 , 14
- 14
EGRESS WINDOW
W/ ESCAPE OPENING:
(MIN. 5.7 S.F., MIN W. 20 ",
MIN. H. 24 ") SILL 0 44"
A.F.F. MAX.
ELEV. +0' -0"
GRADE - N.G.V.D. 10.0'
COLTRAIN AND JONES
ARCHITECTURE, P.A.
DESIGN -I- CAD PRODUCTION
CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS
TEL1305) 285 -6723 FAX005) 285 -6722
535 SW 8 ST. SUITE 100 MIAMI, FL 33130
REVISIONS /COMMENTS:
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MARK A. COLTRAIN
RICHARD K. JONES,
AIA
AR 0013380
AR 0015755
SHEET TIRE:
ELEVATIONS
NOTES /DATES:
JOB NO.: SHEET NO.
2005 -12 CARBONELL
PERMIT SUBMITTAL DATE:
9/29/05
DATE PRINTED:
02/07/06 A-3.0
scALE:
AS NOTED
DRAWN BY-
M.R.