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nnnnf•\[1r -r1 \/rri17nK1 WIDCI CC-C' Cnl 11MICAIT
ROOF PLAN
z
N.T.S,
i4 z
i
0
2'_11
EQUALI 2 D
34'- 112 "'
(CONTRACTOR TO VERIFY)
�rrr
2'— 1121
I 2 1 "'
PROPOSED FUTURE
MODCELL #1 MODCELL #2
l•'
2' -71rr . /. 2r -7rrr EQUAL
0
PROPOSED FUTURE
BATTERY BATTERY CONTRACTOR TO PROVIDE PITCH
CABINET #1 CABINET #2 POCKET AT ALL STUB COLUMNS.
FIELD DETERMINE CHANGES
NEEDED IN ORDER TO PROVIDE
CONTINUOUS WATER PROOFING
OF RAISED SLAB.
DP0D0QVn CAACC7r_1CA1r%V /"!CKICDATr)D nD BATTERY CABINET
EQUIPMENT IS ❑METRIC VIEW
N,T,S,
r #1
< 60" HIGH
ZIMARY MOD CELL
35.5" WIDTH x 72" HIGH
E MOD CELL GROWTH
EPTH x 35.5" WIDTH x 72" HIGH
19r_81rrr
2
(CONTRACTOR TO VERIFY)
8,_734,rr 1r_g », 9# —,3
EQUIPMENT CABINETS
(TYP OF 4)
PROPOSED W8x28
PE
31180
PROPOSED BEAM
r,811
31435
MARK FAIRCHILD
�•
51597
e
•�
STUB COLUMN (TYP.)
DAVID R. BARDT
PE
33614
_ „
® •
SECTOR
ANTENNA (TYPE,)
TOP EL,
AZ
DT.
PROPOSED LATERAL EXISTING ROOF
0---BRACE
(EL. 12' -10 "±
AGL)
(TYP.)
MEMBRANE (TYP,)
.�
L
TOP OF RAISED
DECK
J.
°,
1.
'.•r
�. 'e .
ef•',.
(EL, 11' -4 "±
AGL)
OIL
PROPOSED W8x28
;
A
EXISTING RAISED
TOP OF ROOF
DECK
e.
•5 of ,. 'Q,•
/ 4a .d
ALPHA
d•
EXISTING 12 "x12"
EXISTING CONCRETE
.m:
EXISTING 12 "x12"
0°
0°
CONCRETE COLUMN
SLAB (CONTRACTOR
CONCRETE COLUMN
(CONTRACTOR TO
TO VERIFY)
(CONTRACTOR TO
ROOF MEMBRANE
VERIFY)
VERIFY)
VIEW B —B
N.T.S.
TRUE 0° 00
NORTH SECTOR A (0•)
_ALPHA
1
270° 90°
l
120°
2400 \
SECTOR C (240•) SECTOR B <120')
� BETA
GAMMA
180°
CONTRACTOR SHALL USE
SURVEY INFORMATION TO ALIGN
ORIENTATION OF ANTENNA
SUPPORT STRUCTURE(S) WITH
BEARINGS SHOWN IN DIAGRAM
ABOVE. SEE ROOF PLAN FOR
ANTENNA LOCATIONS.
ANTENNA ❑RIENTATI ❑N DIAGRAM
N,T1S,
CEL. 14' -4" AGL)
PE
31180
PROPOSED BEAM � �°
Ire
r,811
31435
MARK FAIRCHILD
�•
51597
e
•�
51567
DAVID R. BARDT
PE
33614
ANGELINA FAIRCHILD
PE
SECTOR
ANTENNA (TYPE,)
TOP EL,
AZ
DT.
TLNA
.�
L
TOP [IF CAP PLATE
co
PROPOSED W8x28
PROPOSED
CROSS —BEAM
EXISTING RAISED
CONCRETE ROOF DECK
WITH
ALPHA
PCSX065--18 --2 CSA WIRELESS
140'
0°
0°
NO
(EL. 12' -10"x- AGL)
STUB COLUMN (TYP.)
(BEYOND)
(TYP.)
ROOF MEMBRANE
(CONTRACTOR TO VERIFY)
T ❑P OF RAISED DECK
. • .
,
,
, d.. •
q
a
BE T A
PCSX065 — 18 - 2 CSA WIRELESS
140
120
0°
NO
of ,d. t.
'a. . .a f i.
, •
A
. .. r d•
•.d ... '.
• �q
( L, 4 AGL)
E 11
• ..
q .. a•'
.: -•
e•
4
> : �.
J !1 �'
GAMMA
PCSX065- 18---2 CSA WIRELESS
140
� 4
2 0
0
NC1
TOP [IF ROOF DECK
_
:q'
...
4'
+q'
r
„..,
„. 4 .4 q, '! _.
:Q
�,..:
EXISTING 12 "x12" CONCRETE
EXISTING CONCRETE SLAB
ZONING APPROVAL PLAN
COLUMN (TYP).
TO VERIFY)
VIEW
A
^ A
(CONTRACTOR TO VERIFY)
(CONTRACTOR
N.T.S,
NOT
FOR
CONSTRUCTION
777 YAMATO ROAD, SUITE 600
BOCA RATON, F'L 33431
(561) 995 -5500
f]M/-\ lr'f•%T IA Ir-•'N M I ATI!NA I
1 I \vVLIfI II VI VI \IVI/ -\IIul I
FIRST BAPTIST CHURCH OF S. MIAMI
SITE No. 68233
6781 SUNSET DRIVE
S. MIAMI, FL 33143
MIAMI—DADE COUNTY
"URRENT ISSUE DATE:
SSUED FOR:
REV.:= DATE: DESCRIPTION:
cCA I .
vim/ ,L.
%% 11•, I. 111i 1,,,,.
CIL
• ,S
1 A A 1 t•'. [,1' 1-1' A1� 1• n\ f
LJAIV.7 rINF_I- mF\C.0 D I
Kimley -Horn
O and Associates, Inc.
O 2003 KIMLEY --MORN AND ASSOCIATES, INC.
4431 EMBARCADERO DR.
WEST PALM BEACH, FLORIDA 33407
(561) 845 -0665
FBPE EB0000696
:PROJECT DATA:
SITE NAME: FIRST BAPTIST CHURCH OF S. MIAMI
SITE ADDRESS: 6781 SUNSET DRIVE
S. MIAMI, FL 33143
OWNER /PROP, MGR.: FIRST BAPTIST OF S. MIAMI
BLDG. DEPT. / ZONING: CITY OF SOUTH MIAMI
BUILDING CODE: 2001 FLORIDA BUILDING CODE
FLOOD ZONE: NOT APPLICABLE
DRAWN BY: =CHK.: APV.: �
JTD ORT MDF
= LICENSURE:
DAVID STEWART
PE
31180
CHARLES GEER
PE
31435
MARK FAIRCHILD
PE
51597
RUSSELL MORRISON
PE
51567
DAVID R. BARDT
PE
33614
ANGELINA FAIRCHILD
PE
43958
SHEET TITLE:
ROOF PLAN AND
EQUIPMENT ELEVATIONS
:SHEET NUMBER:
I/ L.1 A I 4. .11.
044047385
S 'c: