HomeMy WebLinkAbout259 Towne Center Cir - 95-001892 (LANE BRYANT) (INTERIOR BUILDOUT) (A)ZONE DATE `
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PHONE #
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PHONE#
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ADDRESS
PHONE #
I S' 110 S ELECTRICAL CONTRACTOR
ADDRESS
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MECHANICAL CONTRACTOR
ADDRESS
PHONE#
MISCELLANEOUS CONTRACTOR A (1kilyk, ��-
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS ( )
FINISHED FLOOR
ELEVATION REQUIREMENTS (�)
ARCH IT ECTURAL APPROVAL
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DATE:
- ADIVISION:
PERMIT # LOT NO.
JIOB
COST $ I $®, 000 00
SECTION:
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FEE $ `-'l MODEL:
STATE NO.0 i CO OCCUPANCY CLASS:
FEE $ � V3
FEE $JU`�
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CERTIFICATE OF OCCUPANCY
ISSUED # _ DATE:
FINAL DATE(1� 1/ 3
BRANCH OFFICES
= JACKSONVILLE - FORT MYERS -
11326 W. DISTRIBUTION AVE. 2321 BRUNER LANE
JACKSONVILLE, FL 32256-2745 FORT MYERS, FL 33912
PH# (904)-268-3030 PH# (813) 433-3030
FAX# (904) 268-0724 FAX# (813) 433-326.3 _
GENERAL NOTES
ALL i' — 2' PIPE W/ THREADED FITTINGS TO BE SCH-40
ASTM—A-135 STANDARDS
ALL 1 1\2' — 4' PIPE W/ WELDED OR GROOVED
FITTINGS TO BE SUPEPFLOW PIPE ASTM -A-795 STD.
ALL 6' - 8' PIPE W/ WELDED. OR, GROOVED
FITTINGS TO BE TR WALL PPE. ASTM
ALL HANCERS PER W -PA -13 STANDARDS
ONDICATES HYDRAULIC REFERENCE PONT
A.T.R.: ALL THREAD ROD T.B.C.: TOP BEAM CLAMP
C—C CENTER -CEN ITER G : GROOVED T : THREADED
BUILDINC CONSTRUCTION 6 NON-COMBUSTIBLE
CELNG IS ACCOUSTICAL TILE OR GYPSUM BOARD
AS SHOWN ON PLAN
ALL ELECTRICAL WIRING TO BE DONE BY OTHERS
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NAME
IMETAL
SYM
CNT
NAME
IMETAL
TPK
RESIDUAL PRESSURE
NPT
❑RIE
MF, G•
MEDEL#
ESCUT
CONN,
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1 -7�
PENDENT
WHITE
165
5,50
1/2a
1/2
CENTRAL
H R ECCESSED
WHITE
Thread
ead
.r
PENDENT
WHITE
16S
5.60
1/2'
1/2
C�NTRAL
H CONCEALED
WHITE
Thread
4
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WATER FLOW INFORMATION
STATIC PRESSURE
71
FIRE PUMP
SANFORD FL
RESIDUAL PRESSURE
52
SIZE GPM 0 PSI
MADISON
PITOT READING
.2
TYPE OF DRIVER
0`,7-6—q5
FLOW IN G.P.M.
1340
TRANSFER tW
DATE OF TEST
6 --7 -c15
ELECTRICAL REOS
TIME OF TEST
703.5
SUCTION FROM
.TEST TAKEN BY
SANFORD
HYDRANT LOCATION
150
HYDRAULIC CALCULATIONS
DESIGN AREA #
1500
CENTER CIRCLE
SANFORD FL
LOCATION
REMOTE
ROAD P.O. BOX 8324
MADISON
DENSITY
.2
0`,7-6—q5
DESIGN AREA
1500
PSI REOD 0 BASE RISER
61.05
`° mct "° 85111
GPM REOD 0 BASE RISER
703.5
OVERHEAD C -FACTOR
120
UNDG C FACTOR
150
11' HEADS CALCULATED
15
DESIGN . CRITERIA
DESIGN AREA
1500
CENTER CIRCLE
SANFORD FL
SYSTEM
PIPE
ROAD P.O. BOX 8324
MADISON
TYPE OF SYSTEM
WET
0`,7-6—q5
DENSITY / G.P.M.
,2
DESIGN AREA S.F.
1500
`° mct "° 85111
AREA PER SPRINKLER
130
SPRINKLER ORIFICE
1/2"
SPRINKLER K FACTOR
5.�
INSIDE HOSE
250
OUTSIDE HOSE
KIzGrV N r-1 . I--, ZiT-L---i 1 I 11 L
:LANE
BRYANT
-25q TOWNE
CENTER CIRCLE
SANFORD FL
"`w "m: TRI=NORTH BUILDERS INC.
717 POST
ROAD P.O. BOX 8324
MADISON
WI
LOUIS P
0`,7-6—q5
SANFORD
`° mct "° 85111
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