HomeMy WebLinkAbout200 S Myrtle Ave 07-981 sprinkler inspectionCITY OF SANFORD FIRE DEPARTMENT
FEES FOR SERVICES
PHONE # 407-302-2516 • FAX # 407-302-2526
DATE: aG -7 PERMIT #: - 0
BUSINESS NAME / PROJECT:
ADDRESS:
PHONE NO.:
FAX NO.:
CONST. INSP. [ C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW
F. A. [ ] F.S. HOOD [) PAINT BOOTH [ ] BURN PERMIT [ ).
TENT PERMIT ANK PERM [ ] OTHER [ I V 6 --
TOTAL FEES: $ O (P(PER UNIT SEE BELOW) �''J
" 0 A
COMMENTS:
Address / B1dQ. # / Unit #
1.
2.
3.,
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Square Footage
Fees per Bldg. / Unit
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
ion Division
Applicant's Signature
DE51G; 1 GRfT RIA
TEST AND
REMOTE AREA NO. 1
NO OF SPRINKLERS IN DESIGN AREA
1? fIGADS
DESIGN DENSITY
0.20 GPM S .FT.
DESIGN AREA OF COVERAGE **
1041 S .FT.
HAZARD
ORDINARY 2
SPRINKLER HEAD SPACING
123 S . F1:
**AREA REDUCTION OF' 36% TAKEN F'OR 12'-0" CEILING HEIGHT
DOG EDAi' AFTERNOON
1/8" = 1'-0"
GENERAL NOTES
INSTALLATION PER NFPA # 13 "2002"
FOR ORDINARY 2 HAZARD,
NEW 3/4" VIKING "MICROFAST" CQR
WHITE RECESSED 155 K=5.(o (3/411 NPT)
WITH WHITE RECESSED ESC. 51N VK352
TOTAL OF (93)
F TO BE
TO 5Y5TEM
IN5PECTOR5 TE5T AND DRAIN DETAIL
SCALE : N15.
4" X 2-1/2" X 2-1/2"
GRV 90 ANGLE
ROUGH BRASS FDC W1
PREAKA5LE CAPS
4" GRV X GRV CHECK VALVE
4" GRV FLANGE
roll Xro"X4"FLG TEE
roll TO SYSTEM
IISH FLOOR
I
TOP REAM CLAMP
3/8", 1/2"
ZINC PLATED
a _ _ ALL THREAD ROD
_ 3/8" FOR I"-4" PIPE
1/2" FOR ro" PIPE
N i
— HANGER RING I"-6"
PIPE P-roll
TOP BEAM CLAMP
HANGER DETAIL #1
N.T.S.
WOOD TRU5$
51DEWINDER
FOR UJOOD
ZINC ATR
\,� HANGER RING
HANGER DETAIL #3
N.T.5.
6" AME5 3001 SS DDC RFZ
E3ACKFLOW FREVENTER
(2) 6" 054Y GATE VALVES
WITH TAMPERS
(WIRING 5Y OTHERS)
ro" FLG 90 ELL
roll X 6' -0" D.I. FLG SPIGOT DE ICE (2 )
FIN. GRADE
roll MEG A LUG m
4" M.J. 907 ELL
roll M.J. 907 ELL 4" FROM SUPPLY
BAGKFLOUJ F'REVENTOR DETAIL
OFFICE
NTS
GENE SAL UNDF'7zF-,GrR,0UNtD NOTES
i
-ALL UNDERGROUND FIRE Mi'AIN PIPING TO BE INSTALLED IN
I
ACCORDANCE WITH N.F.P.,41 #13, 24
2-5COPE OF WORK TO COMMENCE AS INDICATED ON SITE PLAN
3-GLA66 35O DUCTILE IRON ;PIPE SHALL BE INSTALLED UNDER
FOUNDATIONS
4-CHANGES IN DIRECTION OR PIPING TO BE MADE BY USE OF
MECHANICAL JOINT FITTINGS
5-THRUST RESTRAINTS TO BE PROVIDED AT ALL TURNS AND
ENDS OF MAIN PER NFPA-*13, 24
6-200 LB a 2 HOURS PRESSURE TESTING AND FLUSHING TO BE
PERFORMED AS PER NFPA-# 13 24°��'1°''� ray✓
i-FLUSHING AND TESTING OF INDERGROUND PIPING TO BE ,► 0
PERFORMED AS PER NFFAI-# 13, 24
8-ALL INDICATING CONTROL ;VALVES TO BE PROVIDED WITH
TAMPER SWITCHES
o
PERM11
OCCUPANCY
ORDINARY HAZARD II
MAX. COVERAGE
130 5QFT
PIPE 51ZING
CALCULATED
REMOTE AREA
960 SQFT
DENSITY
0.200 GPM/5QFT
IN51PE HOSE
100 GPM
OUTSIDE HOSE
150 GPM
DATE
BY
SP.5
BY
OTHER
CITY CONNECTION
TRENCHING 1BACKFILL
0
CUTTING PAVEMENT
GUTTING CONCRETE
0
PATCHING PAVEMENT
0
PATCHING CONCRETE
VALVE HOUSE OR PIT
0
WIRING
0
PAINTING
O
AIR SUPPLY
SYSTEM TEST PRESSURE
CITY STATIC PRESSURE
PSI
FIRE PUMP CHURN PRESSURE
PSI
PLUS 50 PSI IF OVER 150 PSI
51 PSI
LESS ELEV TO FLOOR BEING
PSI
TE5TED
( 000 X .433 = 000 PSI)
HYDROSTATIC TEST PRE55URE
200 P51
AT LOWEST POINT OF SYSTEM
THAT 15 BEING TESTED
OR 200 P51 MINIMUM
ANY UNAUTHORIZED U$E PWLOWn, P189EMINATION OR
DUPLICATION OF ANY OF THE INFOWATION CONTAINED
HEREIN MAY RESULT IN LIABILITY UNDER APPLICABLE LAWS
JAMcE3 M. QU ATIS #37912
7.91 FAX 352-r88-1196
J , SUE)
29775'BA`r,HEAD RD.
DADE C;I` Y, Ft, 33523
++♦ ill.
SOUTHEAST
FIRE PROTECTION, LLC
2280 OLD LAKE MARY RD
SANFORD FLORIDA
PHONE (407)688-1949
PROJECT
DOG DAY AFTERNOON
SYSTEM NO, I SCALE I/8" = 1'-0"
DRALN BY D5E DATE 12/26/06
PROJECT NO. 86-F-M4006
DRAWING NO. 1 OF 1