104 Towne Center Cir - 96-000802 (1996) (RACK ROOM SHOES) (FIRE) (A)�i of
ZONE DATE / /%
CONTRACTOR
ADDRESS
PHONE # jf
LOCATION 04 \. DID I
OWNER�C_�lSl
ADDRESS 6 6 )
PHONE # i�
PLUMBING CONTRACTOR
ADDRESS
Ul, k) Q,
np1(o Z,_.
PHONE # 1 Y
ELECTRICAL CONTRACTOR
ADDRESS
/ PHONE #
MECHANICAL CONTRACTOR cSk.Ac
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCH ITEC -TU RAL APPROVAL DATE:
1
PERMIT #
JOB
COST $ �S v
FEE $
STATE NO.
FEE
FEE $
'AFEE $ a
SUBDIVISION: / -d - �)-
LOT NO.
BLOCK:
SECTION:
SQUARE FEET: X16
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
X 4 7 A ��/2-�:
EPI:
CERTIFICATE OF OCCUPANCY
ISSUED # DATE.
FINAL DATE/c`�
<6
6'-10 1 2"
EXISTING
1Pj4Z09:f'TnP<Z TFgQT MALL DUCT _
�. ACROSS FRONT
r 43 VV ti
2 13'-6 0.V.
T
V9
WATER SUPPLY
FLOW TEST FIRE PUMP
DATE OF TEST.
RATED CAPACITY.
TIME OF TEST:
STATIC PRESSURE: 60
RESIDUAL PRESSURE: 49
GALLONS FLOWING: 1511
RATED PRESSURE:
PUMP TYPE:
WELL PUMP
GPM AVAILABLE:
TESTED BY:
PSI AVAILABLE:
ABBREVIATIONS
= CENTERLINE SIZE
IL= ELEVATION 1' - 1 %1"
TOS = TOP:OF STEEL 4"
G = GROOVED PIPE END
T = THREADED PIPE END
F = FLANGED PIPE END
C -C = CENTER TO CENTER
FIRE PROTECTION PIPING PLAN
SCALE: 1/8' - V-0"
MATERIALS
DESIGN CRITERIA
SYSTEM NO. 1
HAZARD ORD. OR. II
SPACING 130sq.ft.
HYDRAULICALLY DESIGNED SYSTEM
LOCATION
TYPE
LOCATION ,. _
SALES_
NO. OFSPRINKLERS14
BRANCH LINES
SCH 40
DENSITY
.20
MAINS
SCH 10
(LENGTHS VARY)
K FACTOR
INSIDE HOSE
5.62
DESIGN AREA
1500sq.ft.
100
GPM DISCHARGE
456.44
1p ROD TO BE USED
RESIDUAL PSI AT
CITY CONNECTION
56.960
OUTSIDE HOSE
RACK GPM
HANGER
#1
TOP BEAM CLAMP
STEEL ANGLE IRON
ALL -THREAD ROD
ALL -THREAD ROD SIZES
(LENGTHS VARY)
FOR PIPE TO 4"
4111" ROD TO BE USED
FOR 6" & 8" DIA. PIPE
1p ROD TO BE USED
TYPES OF SPRINKLERS NO. DATE
SYMBOLS QUAN. ORIF. TEMP. MAKE & MODEL TYPE FINISH ESC. 0 1/30/9
t�e 55 1/2" 155° RELIABLE MOD. F1 SSP CHROME RECESSED
HANGER RING
BUILDING SECTION
N.T.S.
1) SYSTEM DESIGNED PER NFPA 13-1994 FOR AN ORDINARY GR. II
HAZ. USING A .20 DENSITY FOR THE MOST REMOTE 1500 Sqq Ft
W/ 130 Sq Ft MAX HEAD SPACING FOR A MERCHANTILE OCCUP.
2) ALL WORK & MATERIALS TO BE IN ACCORDANCE WITH NFPA 13 &
LOCAL CODES
3) ALL GRV. FITTINGS & COUPS. TO BE VICTAULIC FIRELOCK, U.N.O.
4) ALL MAINS TO BE SCH. 10 BLACK PIPE & ALL BRANCH LINES TO
BE SCH. 40 BLACK PIPE
5) HANG ALL PIPING AT 12" ABOVE FIN. CLG., USING #1 HANGERS
SPACED IN ACCORDANCE WITH NFPA 13
6) HEADS TO BE INSTALLED UNIFORMLY, QUARTER POINT OF TILE
-.SITE PLAN LOWER LEVEL -
NORM
OVERHEAD PIPING PLAN
REVISION DESCRIPTION BY (ff� (0 (� j�PROJECT NAME
RELEASE FOR SUBMITTALS MPF %V13 u� u
Fire turns us on s hideV9 eRA CK 1V OM SHOES
® SEMINOILE TOWN CENTER
Orlando, Florida To a, Florida 4 Pompano, Florida SANFORD, FLORIDA
(407) 831-3414 Office (813 623-2333 Office (305) 960-0033 Office
(407) 831-5740 Fax ((81,3 623-0333 Fax (305) 980-1650 Fax DRAWN BY: MICKEY FERGUSON DATE: JANUARY 24, 1996
❑ Jacksonville, Florida Miami, Florida E Melbourne, Florida SPRKS. ON JOB: 55 SCALE: 1/8" = 1'-0"
(904) 282-8107 Office (305) 888-2402 Office (407) 722-5585 Office
(904) 268-7268 Fax (305) 888-3804 Fox (407) 722-4775 Fax APPROVALS: CITY OF SANFORD
CUSTOMER PROJECT NO. DRAWING NAME: CONTRACT NO. 27895-S SHEET NO. 1 OF 1