136 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.
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CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE I7
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SPW-ORD, RORIDA 32771
LOCATION MAP
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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 /-
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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 /-
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SYSTEM
SYSTEM AREA
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AREA OF APPLICATION: /50O
SO. FT, ^OSE %�JO � K/ �
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TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
wo DO
WATER SUPPLY INFORMATION STATIC
91
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SYSTEM AREA
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AREA OF APPLICATION: /50O
SO. FT, ^OSE %�JO � K/ �
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TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
AT 7 PSI_AT /�
WATER SUPPLY INFORMATION STATIC
PRE$;URE 600 PSI.
RESIOUAL PRESSUREq / PSI,
WITH 3�o GPM FLOWING
TEST /-
TAKEN AT ��
1) Y, EA)(-.. DATE
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SYSTEM AREA
HYDRAULIC
DES GN DATA DENSITY 20
GPM/SO, FT. I' 0#yqV, SCL FT./HD.
AREA OF APPLICATION: /50O
SO. FT, ^OSE %�JO � K/ �
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LLOWA CES GPM
TOTAL SYSTEM 387 �
RE OVIRE ME NTS- 7 OPM
AT 7 PSI_AT /�
WATER SUPPLY INFORMATION STATIC
PRE$;URE 600 PSI.
RESIOUAL PRESSUREq / PSI,
WITH 3�o GPM FLOWING
TEST /-
TAKEN AT ��
1) Y, EA)(-.. DATE
ME1 ✓i 41-
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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/
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Design - Fab - Install - Service
"Ail Of Lvt-
6600 East Rogers Circle
Boca Raton, FL 33487
(407) 241-1992
FAX (40T) 241.7038
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R A. KAMM & ASSOCIATES
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949A CUNT MOORE ROAD
BOCA RATON. FL 33487
(407) 995-8636
FLORIDA LICENSE #44004
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Design - Fab - Install - Service
"Ail Of Lvt-
6600 East Rogers Circle
Boca Raton, FL 33487
(407) 241-1992
FAX (40T) 241.7038
CC
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Q 0
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R A. KAMM & ASSOCIATES
CONSULTING ENGINEERS
949A CUNT MOORE ROAD
BOCA RATON. FL 33487
(407) 995-8636
FLORIDA LICENSE #44004
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DRAWN
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��23155
SCALE
JOB fYO.
SHEET
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