HomeMy WebLinkAbout136 Towne Center Cir - 95-002069) (1995) (GAP) (FIRE) (A)ZONE DATE q/5h
CONTRACTOR
ADDRESS
PHONE#
LOCATION 43(0
OWNER 6�13,
ADDRESS
PHONE # L//` �/ �t ��✓�
PLUMBING CONTRACTOR
ADDRESS
PHONE #
C,� ._ ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR CG /G�- 4�OVlG
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (rr)
FINISHED FLOOR
ELEVATION REQUIREMENTS ( )
ARCHITECTURAL APPROVAL DATE:
SUBDIVISION:
PERMIT # 95- LOT NO.
JOB C ��s��/G� /h�. BLOCK:
COST $i�� / ��U . 60 SECTION:
/ SQUARE FEET:
FEE $ / � ��`� •
/� /� n MODEL:
STATE NO -
OCCUPANCY (J �` OCCUPANCY CLASS:
FEE $ 3?`
FEE $ �____:�
FEE $
INSPECTIONS I
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
�I o 6 q - (lea -1 d/C y`�? �
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE I7
Y EPI:
'ori :2 e 6AD-A V
/.-w
SEARS —r J. C. PENNEY
J � I � I �►_ 11__1 �-�—�
W
cc �i cca
� 7p,
1
J
�1
-_,w_
PARiS1AN
LN"EN LFI EL
MAILING ADOfIESS: (SPACE • 810 ) LEVEL: (FOM
sEMiriotE rowrE carr
183 S(XJiH OREGON AVBA.E
SPW-ORD, RORIDA 32771
LOCATION MAP
� gal
M
\ t f 01
Utz_
2 � ,
lo- Iv
-Z
zx
V
/x'
Olt
41
r
u
r
�S
GAP KISS
V
THIS PERMIT IS FOR THE GAP, THIS SPACE SHOWN
FOR CLARITY. i --
IFIRE SPRINKLER LAYOUT
1/4" = V-0"
�TEiFrr� wvx.Y+u N o l e s � 3 o x 4 z e
I
N
v
3
GPM/SO, FT. I' 0#yqV, SCL FT./HD.
O
I
I
(
I\
LLOWA CES GPM
TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
wo DO
WATER SUPPLY INFORMATION STATIC
91
RESIOUAL PRESSUREq / PSI,
WITH 3�o GPM FLOWING
TEST /-
TAKEN AT ��
I
I
X
ME1 ✓i 41-
L
II
o�
F)
1
�
LI
t
0
f-VI
r
1
I
zz
IL
M
\ t f 01
Utz_
2 � ,
lo- Iv
-Z
zx
V
/x'
Olt
41
r
u
r
�S
GAP KISS
V
THIS PERMIT IS FOR THE GAP, THIS SPACE SHOWN
FOR CLARITY. i --
IFIRE SPRINKLER LAYOUT
1/4" = V-0"
�TEiFrr� wvx.Y+u N o l e s � 3 o x 4 z e
�I
til
?Z \� I I x.t O-
a N, 0 �- 31 X30
7-t
5_0
rN r -
4Fb�
1
(�
/-I i
I
N
v
3
GPM/SO, FT. I' 0#yqV, SCL FT./HD.
O
I
I
(
I\
LLOWA CES GPM
TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
wo DO
WATER SUPPLY INFORMATION STATIC
91
RESIOUAL PRESSUREq / PSI,
WITH 3�o GPM FLOWING
TEST /-
TAKEN AT ��
I
I
X
ME1 ✓i 41-
II
o�
F)
1
0
r
I
I
�I
til
?Z \� I I x.t O-
a N, 0 �- 31 X30
7-t
5_0
rN r -
4Fb�
1
(�
/-I i
T
l�
I
-
SYSTEM
SYSTEM AREA
v
3
GPM/SO, FT. I' 0#yqV, SCL FT./HD.
AREA OF APPLICATION: /50O
SO. FT, ^OSE %�JO � K/ �
(
I\
LLOWA CES GPM
TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
wo DO
WATER SUPPLY INFORMATION STATIC
91
T
l�
t; c f IG—/ 7— \ a
/v�5/oma �IrJE aF �j���-I
Tiy�s 5/DE
SY.. _M DESIGN DATA
I
-
SYSTEM
SYSTEM AREA
v
3
GPM/SO, FT. I' 0#yqV, SCL FT./HD.
AREA OF APPLICATION: /50O
SO. FT, ^OSE %�JO � K/ �
(
I\
LLOWA CES GPM
TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
AT 7 PSI_AT /�
WATER SUPPLY INFORMATION STATIC
PRE$;URE 600 PSI.
RESIOUAL PRESSUREq / PSI,
WITH 3�o GPM FLOWING
TEST /-
TAKEN AT ��
1) Y, EA)(-.. DATE
X
ME1 ✓i 41-
II
o�
F)
1
0
r
I
t; c f IG—/ 7— \ a
/v�5/oma �IrJE aF �j���-I
Tiy�s 5/DE
SY.. _M DESIGN DATA
HArARo
CL D
-
SYSTEM
SYSTEM AREA
HYDRAULIC
DES GN DATA DENSITY 20
GPM/SO, FT. I' 0#yqV, SCL FT./HD.
AREA OF APPLICATION: /50O
SO. FT, ^OSE %�JO � K/ �
y
LLOWA CES GPM
TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
AT 7 PSI_AT /�
WATER SUPPLY INFORMATION STATIC
PRE$;URE 600 PSI.
RESIOUAL PRESSUREq / PSI,
WITH 3�o GPM FLOWING
TEST /-
TAKEN AT ��
1) Y, EA)(-.. DATE
ME1 ✓i 41-
f3
I L/
MEIN
5
� � I
VA'
i5A
owl
I L/
MEIN
5
� � I
N
TOP BEAM CLAMP
BEAM 1
SET SCREW r
3/8" ALL THREAD RO['i
HANGER RING
I
TOP BEAM CLAMP DETAIL
GENERAL NOTES
1. DESIGN & INSTALLATION TO BE PERFORMED IN
ACCORDANDANCE WITH NFPA 13 a LOCAL AUTHORITIES.
2. ALL FIRE SPRINKLER DEVICES TO BE UL LISTED OR FM APPROVED
3. FIRE SPRINKLER SPACING TO BE PER Ot�r- 2 HAZARD OCCUPANCY
4. PIPING (ASTM A-120)
A. SCH 40 OR ALLIED XL FOR 1- THRU 2-
S. SCM 10 FOR 2.5- THRU 6-
C. SCH 80 IF 1/2- OR 3/4- NIPPLE IS USED
(NOTE: IT CANNOT EXCEED 4- IN LENGTH
3 CAN SUPPLY ONLY 1 HEAD PER NFPA 13)
6. FITTINGS
A BLACK CIS CLASS 125 FOR 1- THRU 2-
B. GROOVED TYPE FOR 2.6- THRU 6-
6. HANGERS TO BE SPACED PER NFPA 13
7. BALANCE OF EXISTING SPRINKLER SYSTEM
TO REMAIN AS IS UNLESS NOTED OTHERWISE
8. SPRINKLERS ARE TO BE INSTALLED WITH INTENTION (YES) (NO)
IE: CENTERED IN TILE, TILE PATTERN, GRID
LJ 11^01A/
VA'
i5A
N
TOP BEAM CLAMP
BEAM 1
SET SCREW r
3/8" ALL THREAD RO['i
HANGER RING
I
TOP BEAM CLAMP DETAIL
GENERAL NOTES
1. DESIGN & INSTALLATION TO BE PERFORMED IN
ACCORDANDANCE WITH NFPA 13 a LOCAL AUTHORITIES.
2. ALL FIRE SPRINKLER DEVICES TO BE UL LISTED OR FM APPROVED
3. FIRE SPRINKLER SPACING TO BE PER Ot�r- 2 HAZARD OCCUPANCY
4. PIPING (ASTM A-120)
A. SCH 40 OR ALLIED XL FOR 1- THRU 2-
S. SCM 10 FOR 2.5- THRU 6-
C. SCH 80 IF 1/2- OR 3/4- NIPPLE IS USED
(NOTE: IT CANNOT EXCEED 4- IN LENGTH
3 CAN SUPPLY ONLY 1 HEAD PER NFPA 13)
6. FITTINGS
A BLACK CIS CLASS 125 FOR 1- THRU 2-
B. GROOVED TYPE FOR 2.6- THRU 6-
6. HANGERS TO BE SPACED PER NFPA 13
7. BALANCE OF EXISTING SPRINKLER SYSTEM
TO REMAIN AS IS UNLESS NOTED OTHERWISE
8. SPRINKLERS ARE TO BE INSTALLED WITH INTENTION (YES) (NO)
IE: CENTERED IN TILE, TILE PATTERN, GRID
LJ 11^01A/
v
ROTE C' �
Design - Fab - Install - Service
"Ail Of Lvt-
6600 East Rogers Circle
Boca Raton, FL 33487
(407) 241-1992
FAX (40T) 241.7038
CC
W
z
W
U J
� z �
3
Q 0
W 0
_..� Z
0 Q
c_Zuj
Cn
c
Cn
R A. KAMM & ASSOCIATES
CONSULTING ENGINEERS
949A CUNT MOORE ROAD
BOCA RATON. FL 33487
(407) 995-8636
FLORIDA LICENSE #44004
k�
�\ V
DRAWN
J
CHECKED
��23155
SCALE
JOB fYO.
SHEET
OF S"SETS
1
v
ROTE C' �
Design - Fab - Install - Service
"Ail Of Lvt-
6600 East Rogers Circle
Boca Raton, FL 33487
(407) 241-1992
FAX (40T) 241.7038
CC
W
z
W
U J
� z �
3
Q 0
W 0
_..� Z
0 Q
c_Zuj
Cn
c
Cn
R A. KAMM & ASSOCIATES
CONSULTING ENGINEERS
949A CUNT MOORE ROAD
BOCA RATON. FL 33487
(407) 995-8636
FLORIDA LICENSE #44004
k�
�\ V
DRAWN
J
CHECKED
��23155
SCALE
JOB fYO.
SHEET
OF S"SETS