14-206-004NOTE: BUILDER TO FIELD MEASURE AND VERIFY ALL DOORS AND WINDOW SIZES
BEFORE PURCHASE AND INSTALLATION. ALL HARDWARE TO BE APPROVED AND
SPECIFIED BY OWNER.
ALL INTERIOR DOORS TO BE SOLID CORE WOOD DOORS.
NOTE: ALL IMPACT RESISTANT WINDOWS AND DOORS ONCE CHOSEN AND
APPROVED BY THE OWNER WILL BE SUBMITTED TO THE CITY OF SOUTH MIAMI FOR
APPROVAL. THE CHOSEN WINDOWS WILL BE ACCOMPANIED WITH NOA•'5 AND WILL
COMPLY WITH THE REQUIRED WIND LOAD CALCULATIONS HEREIN.
1 31-0lt 1 1 VARIES 1 10, VARIES
-1 1111111111110�
TYPE "C"
fifll��
----------
+ V-5" TOP OF PLATE jk+ V-5" TIE BEAM
— — — — — — — — — — — -
+20AV NG.V.D.
S
L N
L AL GN--J ALIlN- -J
NEW CONC. E -AM w
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ABOVE ENT F r 4 0
w W
w
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0 PAINTED STUCCO TA
Z :r C) 0 T) a
Z U) :r SIDING (TYPICAL) (TYPICAL)
� w
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0' -0" FIRST FLOOR �&o--v FIRST FLOOR
4.12.01' NG.V.D.
L--------- --------------------- -----
ZONE 5F NEW EXISTING ZONE JA= 23 5F ZONE JA= 24 5F ZONE 19.6 F
I(—
5 -5,33
f:lz +54�1 D =Nl P= 1522 15= -568 P= +54.1 16z -5-33 P= 4-54.1 15= -59-3
NOA• TBD NCA• TBD NOA* TBD NOA#T5D
EXISTING BARREL TILE
ROOF TO REMAIN
WINDOW SCHEDULE
MARK
SIZE
W x w )
DESCRIPTION
DOCIR SCHEDULE
MARK
TYPE
MATERIAL
0
517;:
MANUF.
FINISH
THRESHOLD
CASING
HARDWARE
REMARKS
QTY.
W
H
T
HAND7FUNCT. mANur-. MODEL FINISH
0
A
MTL
1
3'-0"
&'-B"
13/4"
V-2" X V-1"
CASEMENT
ALUMN, CLEAR IMPACT GLASS
FIELD MEASURE
I
5
WOOD
1
1 3/811
FIELD MEASURE
3
5
WOOD
I
2'-6❑
6'-8"
13/511
FIELD MEASURE
2
C
WOOD
2
4'-0"
6'-8"
13/811
FIELD MEASURE
I
C
WOOD
1
T-0"
6'-8"
13/811
FIELD MEASURE
2
D
WOOD
2
61-01,
13m"
FIELD MEASURE
I
NOTE: BUILDER TO FIELD MEASURE AND VERIFY ALL DOORS AND WINDOW SIZES
BEFORE PURCHASE AND INSTALLATION. ALL HARDWARE TO BE APPROVED AND
SPECIFIED BY OWNER.
ALL INTERIOR DOORS TO BE SOLID CORE WOOD DOORS.
NOTE: ALL IMPACT RESISTANT WINDOWS AND DOORS ONCE CHOSEN AND
APPROVED BY THE OWNER WILL BE SUBMITTED TO THE CITY OF SOUTH MIAMI FOR
APPROVAL. THE CHOSEN WINDOWS WILL BE ACCOMPANIED WITH NOA•'5 AND WILL
COMPLY WITH THE REQUIRED WIND LOAD CALCULATIONS HEREIN.
1 31-0lt 1 1 VARIES 1 10, VARIES
-1 1111111111110�
TYPE "C"
fifll��
----------
+ V-5" TOP OF PLATE jk+ V-5" TIE BEAM
— — — — — — — — — — — -
+20AV NG.V.D.
S
L N
L AL GN--J ALIlN- -J
NEW CONC. E -AM w
C-4
ABOVE ENT F r 4 0
w W
w
O 0 PATCH AND PAIN
0 PAINTED STUCCO TA
Z :r C) 0 T) a
Z U) :r SIDING (TYPICAL) (TYPICAL)
� w
�a
0' -0" FIRST FLOOR �&o--v FIRST FLOOR
4.12.01' NG.V.D.
L--------- --------------------- -----
ZONE 5F NEW EXISTING ZONE JA= 23 5F ZONE JA= 24 5F ZONE 19.6 F
I(—
5 -5,33
f:lz +54�1 D =Nl P= 1522 15= -568 P= +54.1 16z -5-33 P= 4-54.1 15= -59-3
NOA• TBD NCA• TBD NOA* TBD NOA#T5D
EXISTING BARREL TILE
ROOF TO REMAIN
WINDOW SCHEDULE
MARK
SIZE
W x w )
DESCRIPTION
MATERIALS
SILL
REMARKS
QTY.
V-011 X 4'-011
CASEMENT
ALUMN, CLEAR IMPACT GLASS
---
(o
&'-011 X 4-41
CASEMENT
ALUMN, CLEAR IMPACT GLASS
---
---
(o'-211 X V-21g
CASEMENT
ALUMN, CLEAR IMPACT GLASS
---
---
V-2" X V-1"
CASEMENT
ALUMN, CLEAR IMPACT GLASS
I ---
I ---
mm
(o'-21111
j%0'-0" FIRST FLOOR
+1201'N.G.V.D.
V-0" FIRST FLOOR
----------------- -- -- -_ — — — — — - ----- IN — \— ---- I
I I 4�I
4 1
L--- - - - - -- — — — — — — — — — - \\--SLOPE THE SIDES OF THE
EXISTIN NEW z E44eF NEW CRUSHED STONE DECK
= _5r
E5A _3
5D
ZONE
T
ZONE
jAz 44 SF
P= +52
NOA* TBD
EAST ELEVATION
JAC05 5RILLPART
AfRCHITECT, F.A.
L�;CEN51H - AA2roOO1340
JACOB 5RILLHART
LICENSE - AR33501
IC-5 5E Ist 5TREET
LNI-i aO3
MIAMI, FLORIDA
33131
PPONE: laro 2,50 -1-1(oc3
11 CONSULTING ENG. 11
11 GON5ULTING ENG. 11
6301 5W 80TH STREET
SOUTH MIAMI, FL 33143
17 13 JAN 2014
THESE DESIGNS AND DRAUJIWSS ARE THE
COPYRIGHTED PROPERTY OF JACOB
5RILLqAR7 ARCHITECT, FA AND MAY NOT
BE REPRODUCED, OR DISCLOSED TO
OTHERS WITHOUT WRITTEN CONSENT OF THE
ARCHITECT.
THE CONTRACTOR SHALL CHECK AND
VERIFY ALL DIMENSIONS OF THE J055 AND
BE RE5FON515LE FOR THE SAME,
REPORTING ANY DISCREPANCIES TO THE
ARCHITECT BEFORE COMMENCING WOFIK
DRAWINGS NOT TO BE
VC)
0)
JACOB 5R.ILLWART
FLORIDA REGISTERED iTFCT
A Lp.ol
ARW501