HomeMy WebLinkAbout231 Towne Center Blvd - 96-000546 (1996) (GATEWAY PLAZA) (RETAIL B) (FIRE) (A)ZONE —
CONTRACTOR I - x k J VN --.-
ADDRESS �-A,MQ�nk i C-)I� I o- C,,U3
PHONE#
LOCATION 0 JA
OWNER
ADDRESS (Cln �L,VyAjyv_a
PHONE#
C7j PLUMBING CONTRACTOR ct r
ct(o
ADDRESS
PHONE#
451
`-NE'ECTRICAL CONTRACTOR
L
ADDRESS u
PHONE#
MECHANICAL CONTRACTOR t ��l J �v �L- �y C.
ADDRESS
PHONE#
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCH ITECTURA L APPROVAL DATE:
DATE
G
-TE Pl
SUBDIVISION:
c
6
# ? (n - 1 q 6,-�
PERMIT LOT NO.
JOB F10cf BLOCK: e)CA
SECTION:
COST $ (0-0 0 SQUARE FEET:
FEE $ MODEL:
STATE NO. Cc-� o / lo -7 OCCUPANCY CLASS:
FEE
FEE b" 0
FEE
FEE ENERGY SECT.
9�/-
I q(1) — /c(7 I f 4(, - / (-t -?
CERTIFICATE OF OCCUPANCY
ISSUED #
FINAL DATE
DATE:
. ERI:
lfi(v77
im
ROAD
i
(� 0
EAtp T. \
Ism �---——--\•�
0.23 ac /
10 O Y ------- ( a13Ar-
S 94
�Bs` , A
7y ,� \ `
7,500 9f � *%r 036 Ac \ r- �
/
� \ .
,
' HOMEPLACE 43
46= of
54 �l
Flor!
ILa� ,'' 10
/ 60ps
1
l
1 � I
94 I
32
,o ,
Parcel 8
I: tbAaCres I I
PARCEL. 'T
I I oaT>e� ! � sSF { I
moo S.F.
I ono I {
OM Aar°
TOWNE CENTER BLVD.
NORTH
MALL ENTRANCE
ROAD
MAN MALL
ENTRANCE
ROAD
NORTHBOUND
OFF-RAW�'> ' PRELIMINARY SITE PLAT
• w 1y
-`
i •-
IY .:
�1
i
I
• w 1y
-`
•• 9C
LL.
O
12-08-94
CO
U)
JJ
U.
02-26-95
CL
oC)
Q�
08-01-.94
Co
CKD BY
o4p
. .._ OUT -.E
W3:�
• ••. OUT -.c
i ::
too
Z
Q
<(
TOTAL DEVELOPMENT' 3124 282.738
i
- H Q
VJ
R"S110NS PROD. NO.
04-17-95 08-11-94
05-02-95 08-27-94
�
Q
LL.
O
12-08-94
CO
U)
JJ
U.
02-26-95
CL
oC)
Q�
08-01-.94
Co
CKD BY
o4p
�
W3:�
w
F-
Z
Q
<(
VJ
R"S110NS PROD. NO.
04-17-95 08-11-94
05-02-95 08-27-94
SET NO.
10-11-94
10-12-94
^
C3
12-08-94
02-21-95
02-26-95
04-07-95,
OF
DATE ,..'
08-01-.94
OWN BY
CKD BY
o4p
U
�9
ON
C�KT�R 6-D OFFS
t
GO ! '
Q. t�
--t11�/7.
! n
r,AA�
0—�jp
r
ZA IYI%I Z:
FROM SYSTEM E
I
1
1' AGFMODEL NO.1011 {
TEST AN DRAIN VALVE
SMOOTH E30FRE
1'51GHT GL.A55� CORROSION RESISTANT
OUTLET GIVING FLOW
' 1I==IVALENT TO ONE
i SPRINKLEF:
i
SYSTEM TEST CONNECTION
�t-
87F-ELr3J '-j-0 O,AJ T�=P
I f3
e"3
o. -71.,-
N -71r-
N
1
SI
Y
DIAPOTTER ELECT. 120 VOLT
A.C. PB SERIES ELECTRIC
ALARM SELL
(INSTALLED BY ELECTrONT>
EXTERIOR WALL
TILT WALL PANZE
POINT OF C.J :=C;TION
8'X6'1"iJ. 5Y S� ,S, ` 6'DCDA ASS-�T1BLY WITH
=DUC=R 6' 1=LCs. OStY CzATE YALYES
�6T1J�zA% V'4'Y` AND TAMPER 5WITCHE5
(6' WATTS lo9,=AOSYRW 4,
�2-1� x1- /2X4'SIAMESE CONN-CTION
�4
'W1�R CHECK VALVE &'FL.W. ALL
b �6X4X6FL:3.TEE �
6'5ACK LOW -
PR =Y=NTER
DETAIL A
D D
N
W
Z
D z
x
z
z
Cr- w
m �
Q
:2 z
V)
METAL JOISTS
N N
0 0
u- u
N
3/8' SAMMY SCREW
N i7
i I
0 0
I i
3/8"Ail. THREAD R00
' I
ADJUSTIBLC "
HANGER RING
i
Y,
TYPICAL METAL JOIST AND TRUSS HANGER DETAIL
ELEV. 1418' Air
ER ELs.CTNO.V5R-T
TYPE WATER FLOW SWITCH
THIS VALVE TO BE USED
5Y5TEM CONTROL VALVE
2 NIBCO NO.T-301-W
_ BRONZE THR=ADED
AxLSL.E VALY
SECTION A -A
eE-1V7-RAL
REC E'55E,D t—: NFR DEYr 611ROM E
Y NST — .o, &4 OR/F-/(2E r�,s6
U _ - A ,Bf�ASS L�ta�
y2~ oi4/FiCE /�,5- O/V I�'/SER NiP?455
/41 Czyf /,t- /7: �--
G/A/1,Z7
NT -T _ fz ORIF -ICE
I
STEEL i BEAM
k D.
OR BAR JOISTS UNIVERSAL
BEAM CLAMP ,70 ptz/rc,,CC= —3zf /v PT
3/8 -ALL THFLAD ROD
_ ADJUSTIBLE
HANGER RING
TYPICAL TOP BEAM HANGER DETAIL KPAINInT
NAV✓
1) INSTALLATION IN ACCORDANC(_ WITH NFPA 13 11934 EDITION),STANDA11,1D PIKft CODp-9 I �
LOCAL AND STATE AUTHORITIES `
2) ALL MATERIALS TO BE U.LLISTED i..
$ . I
3) 5PRINKU- , MAINS 2 1/2' AND LARSER TO BE BLACK STEEL SCNEDUL1(f) Ag1`M S
A135 JOIN -LD BY ROLLED GROOVED HETI-IDI. USING G000vEb 1-11TIN6g 4 tdIUIISLIM6 f
_ 4) BRANCH LINE PIPING 2' AND SMALLER TO BE ALLIED XL=Ai-15 s
STEEL PIPE WITH THREADED OUTLET FITTING$.
5) 0 INDICATES HYDRAULIC REFERENCE POINTS. '
6) pnF Y =SPRINKLER PIPING CENTI=R LINT= EL1=vATION ABOvI; FLOom
7) HANGERS To LE SIZED AND SPACED ii`1 AccO>;ZDANcE WITH 'J. ;
2-6,1994 EDITION
3) UNDERGROUND PIPE TO BE PRESSURE GLASS mo DUCTILE IF�oN ,
ANSI A2151 WITH TYTON JOINTS UNDER BUILDING TO 5'0*OUT
,b) CHANGES IN DIRECTION Cr- UNDER GROUND PIPt TO 13E MADE Fel' Uk 6PJ'
MECHANICALJOINT FITTINGS. \ I
10) THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND I=NDA cel'- UNt)tPeAF2C)l.Mt�
MAINS PER NEPA-24(1994 EDITION) 1
II) FLUSHING AND TESTING OF UNDERGROUrID PIrINC•s TO Bt! rEPzr-OF�t 1Eb AA
PI='P } 1 A-14
12) UNDEP.GROUND PIPING TO HAVE A MINIMUM OF 30' LnUKRY DEPTH. '
13) UNDERGROUND PIPING TO -BE RODDED WHERE UNDER=? 1OOTIN6S AND ALL VtKtle"AL P'I6n0.`
04 KT
j
SPRINKLERS
PROJECT. /-Z1�� � /�./Cs�1'..�� Y �I��r�-•.-..� ___._......._
h SYMBOL TYPE SPRINKLER TEMP. OUAN.�Tf'�'
lCE rA) L, CONTRACT WITH
BLDG.
j STORY SYSTEM NO.
I7 �TATrC TOTAL —
L- DRAWN BY DATE SCALE
J �zF- yj= rte /_�'o Southeast Fire Sprinklers, Inc. I
1-50(.) / lOw CHECKED I!Y DATE INS.
Automatic fire Protection Contractor
CONT. NO. DWO. NO. FILE
P.O. Box 526100 0 Longwoodl, FL 32752 a Phone (407) 331.7464
' j
TO 2-1/2 X 2-1/2 X 4'
E
KHART NO.II CA5T BRASS
SI1�1 >rSE C01SIN:CTION
( FAR 51DE )
r
SECTION A -A
eE-1V7-RAL
REC E'55E,D t—: NFR DEYr 611ROM E
Y NST — .o, &4 OR/F-/(2E r�,s6
U _ - A ,Bf�ASS L�ta�
y2~ oi4/FiCE /�,5- O/V I�'/SER NiP?455
/41 Czyf /,t- /7: �--
G/A/1,Z7
NT -T _ fz ORIF -ICE
I
STEEL i BEAM
k D.
OR BAR JOISTS UNIVERSAL
BEAM CLAMP ,70 ptz/rc,,CC= —3zf /v PT
3/8 -ALL THFLAD ROD
_ ADJUSTIBLE
HANGER RING
TYPICAL TOP BEAM HANGER DETAIL KPAINInT
NAV✓
1) INSTALLATION IN ACCORDANC(_ WITH NFPA 13 11934 EDITION),STANDA11,1D PIKft CODp-9 I �
LOCAL AND STATE AUTHORITIES `
2) ALL MATERIALS TO BE U.LLISTED i..
$ . I
3) 5PRINKU- , MAINS 2 1/2' AND LARSER TO BE BLACK STEEL SCNEDUL1(f) Ag1`M S
A135 JOIN -LD BY ROLLED GROOVED HETI-IDI. USING G000vEb 1-11TIN6g 4 tdIUIISLIM6 f
_ 4) BRANCH LINE PIPING 2' AND SMALLER TO BE ALLIED XL=Ai-15 s
STEEL PIPE WITH THREADED OUTLET FITTING$.
5) 0 INDICATES HYDRAULIC REFERENCE POINTS. '
6) pnF Y =SPRINKLER PIPING CENTI=R LINT= EL1=vATION ABOvI; FLOom
7) HANGERS To LE SIZED AND SPACED ii`1 AccO>;ZDANcE WITH 'J. ;
2-6,1994 EDITION
3) UNDERGROUND PIPE TO BE PRESSURE GLASS mo DUCTILE IF�oN ,
ANSI A2151 WITH TYTON JOINTS UNDER BUILDING TO 5'0*OUT
,b) CHANGES IN DIRECTION Cr- UNDER GROUND PIPt TO 13E MADE Fel' Uk 6PJ'
MECHANICALJOINT FITTINGS. \ I
10) THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND I=NDA cel'- UNt)tPeAF2C)l.Mt�
MAINS PER NEPA-24(1994 EDITION) 1
II) FLUSHING AND TESTING OF UNDERGROUrID PIrINC•s TO Bt! rEPzr-OF�t 1Eb AA
PI='P } 1 A-14
12) UNDEP.GROUND PIPING TO HAVE A MINIMUM OF 30' LnUKRY DEPTH. '
13) UNDERGROUND PIPING TO -BE RODDED WHERE UNDER=? 1OOTIN6S AND ALL VtKtle"AL P'I6n0.`
04 KT
j
SPRINKLERS
PROJECT. /-Z1�� � /�./Cs�1'..�� Y �I��r�-•.-..� ___._......._
h SYMBOL TYPE SPRINKLER TEMP. OUAN.�Tf'�'
lCE rA) L, CONTRACT WITH
BLDG.
j STORY SYSTEM NO.
I7 �TATrC TOTAL —
L- DRAWN BY DATE SCALE
J �zF- yj= rte /_�'o Southeast Fire Sprinklers, Inc. I
1-50(.) / lOw CHECKED I!Y DATE INS.
Automatic fire Protection Contractor
CONT. NO. DWO. NO. FILE
P.O. Box 526100 0 Longwoodl, FL 32752 a Phone (407) 331.7464
' j