HomeMy WebLinkAbout200 S Myrtle Ave (2)CITY 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
TEST AND
REMOTE AREA NO.
1
NO OF SPRINKLERS IN DESIGN AREA
12 fIGADS
DESIGN DENSITY
0.20 GPM S .FT.
DESIGN AREA OF COVERAGE **
1047 S .FT.
HAZARD
ORDINARY 2
SPRINKLER HEAD SPACING
123 S . F7:
**AREA REDUC'T'ION 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" QR
WHITE RECESSED 155 K=5.(o (3/4'' 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 X6"X4"FLG TEE
6" 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 6" PIPE
N i
— HANGER RING I"-6"
PIPE P-6"
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 DDG RFZ
E3ACKFLOW FREVENTER
(2) 61' 054Y GATE VALVES
WITH TAMPERS
(WIRING 5Y OTHERS)
6" FLG 90 ELL
6" X 6'-0" D.I. FLG SPIGOT DEICE (2)
FIN. GRADE
6" MEG A LUG m
4" M.J. 907 ELL
6" M.J. 907 I=LL 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 IJNDERGROUND PIPING TO BE ,► 0
PERFORMED AS PER NFP,;-# 13, 24
8 -ALL INDICATING CONTROL ;VALVES TO BE PROVIDED WITH
TAMPER SWITCHES
o
PERM11
DE51G; 1 GRfT RIA
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 BY
SP.5 OTHER
CITY STATIC PRESSURE
CITY CONNECTION
TRENCHING 1BACKFILL
0
CUTTING PAVEMENT
51 PSI
GUTTING CONCRETE
0
PATCHING PAVEMENT
0
PATCHING CONCRETE
( 000 X.433= 000 PSI)
VALVE HOUSE OR PIT
0
WIRING
0
PAINTING
O
AIR SUPPLY
SYSTEM TEST PRESSURE
CITY STATIC PRESSURE
PSI
FIRE PUMP CHURN PRESSURE
1151
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
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