HomeMy WebLinkAbout226 Towne Center Cir 95-1971; (a) INTERIOR RENOVATIONSUBDIVISION: i lnt---
f-
ZONE
CONTRACTOR
DATE
ADDRESS X
PHONE #
LOCATION
OWNER
ullo *
PHONE # sixr CY 0
0 PLUMBING CONTRACTOR - L
ADDRESS
PHONE #
2C(
ELECTRICAL CONTRACTOR
YJ
ADDRESS
MIA
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
l
65-,jj-MISCELLANEOUS CONTRACTOR J J ; v
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCHITECTURAL .APPROVAL DATE:
PERMIT' # 95 I - I I (
JOB
COST $ 3 0.
FEE $ 1
STATE NO. al
ad
FEE $,>5
FEE 0-5 -
FEE $4_
LOT NO.
BLOCK:
SECTION:
SQUARE FEET: -
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
EPI:
I
FEE $ ENERGY
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
EPI:
I
r
V CITY OF SANFORD, FLORIDA
UJ/ APPLICATION FOR BUILDING PERMIT
15
b
4-3
U
b
O
4
a
a
0
PERMIT ADDRESS
Total Contract i e of Job
Describe Work oc
b
Type of Construction G
Number of Stories
Occupancy: Residential
to
PERMIT NUMBER
Total Sq. Ft. R(D
Flood Prone (YES) (NO)
Number of Dwellings — Zoning
Commercial \I'-- Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER
OWNER _
ADDRESS
CITY
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING COMPANY
ADDRESS
CITY
ARCHI
ADDRE
CITY
STATE
STATE
PHONE NUMBER
ZIP
ZIP
MORTGAGE LENDER Y) Ift
ADDRESS
CITY STATE ZIP
CONTRACTOR i ' PHONE NUMBER
ADDRESS ST. LICENSE NUMBER
CITY STATE ZIP u
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agencies, or federal agencies.
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
LJ AJ:-6 kk_.IA '&AI i7monSignature
of IZ
Owner
gent & Date Si i
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of C tracto.r & ate W_ _
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a E• Type
or PXAnX Owner e TypeJA •Print ConAaRtgr's Name S
g•a.j- al.e OfV
1Ls IJPE I;`I '
3°; ICI 01 IC, STATE OF FLORIDA pY ry,¢
y SHERRY D. Dt"EL Ct,1328
0 6 r_ MY
COMMISSION EXPIRES'timF3;r`;!5t 4,1955 s September
20,1997 i Appication
Approved BY: Date`: Y/ FEES: Building
11•00 Radon Police / Fire Open Space
Road Impact A p-l7icca 14 tion PERMITVALIDATION:
CHECK CASH DATE Cf / /5 BY . ORIGINAL (BUILDING)
YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD Signatur of -
Notary & Date 0 ficial
Seal) I THIS
APPLICATION
USED FOR WORK VALUED. $2500.00 OR MORE ral ADMIN)
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BP101IO2 CITY OF SANFORD
Land Master• Selection By Street Address
e ,
9/12/95
14:27:24
Type options, press Enter-.
1=Select 5=View detail
Opt Street address
214 TOWNE CENTER CR 4811. _O 8J22Igs`#k25 3
Owner
FRIEDMANS JEWELERS
215 TOWNE CENTER CR SEMINOLE TOWNE CENTE
2 17 TOWNE CENTER CR$4/97.5r0 `1/3j jgs-a2S2k AFTER THOUGHTS 219
TOWNE CENTER CR$3Zs '7/7/9s_,rt 2L186 EVERYTHING BUT WATER 220
TOWNE CENTER CR94487.so C./19/9s4& 24s7 K-- •JEWLERS 222
TOWNE CENTER CR9497.5-6 AND COMPANY 223
TOWNE CENTER CR8 slo6 /3o%9S r 2339 RUBY TUESDAYS 224
TOWNE CENTER CRL497.S6 5/3j)g5ti 234v BENTLY LUGGAGE 225
2.
6. ___._ _ TOWNE
TOWN-
E-,._CEN-TER_'CRS4 CENTER
CR 2S /
zijg5-it24G-S FOOTLOCKER > 228
TOWN-E C-E'NTER CRsSg7S 7/2/95 r' ZSC>9 BRObKSTONE 229
TOWNE CENTER CRY&So 8/q/rst 55o SWEET FACTORY 231
TOWNE CENTER CRJ487,So 8/S/qi _a2s4q 5-7-9 232
TOWNE CENTER CR NONE DuG CR4(
9So g4Sj1sft 2S21 SUNGLASS.
HUT SEMINOLE
TOWNE CENTE C00r 234
TOWNE CENTER rrtR. CooN e CertP.
F3=
Exit F12=Cance'! 07-
04 SA MW KS IM II S1 AO KB BP101IO2
Land
Master, CITY
OF Selection
SANFORD
9/12/95 By
Street Address 14:27:52 Type
options, press Enter,. 1=
Select 5=View detail Owner.
Opt
Street address 235
TOWNS CENTER CMI-5 •So (ojtz.kts-ti 23so LIMITED TOO 236
TOWNE CENTER CR<1I/9)4stt ZS45 THE GREAT STEAK & PO 238
TOWNE CENTER CRIN62.so •7/-w/g5*'2507 SARKU/JAPAN 239
TOWNE CENTER CR LIMITED EXPRESS 2140
TOWNE CENTER CR1697S S1gjgS_- 2s,4G FLAMERS CHARBOILED H 242
TOWNE CENTER CR i-787,5o NATURES TABLE 243
TOWNE CENTER CW27s Z3;1/7 EXPRESS BATH/BODY 244
TOWNE CENTER CR$«z5 7/25/95# 2stci CAJUN CAFE c -
r0WWZ .lT.- 245
TOWNS TOWNE
CENTER
CENTER
CR
CRi32S ?/(,
1g5#'248S Ttrnf
DIAMOND-
JIM'S c 246247
TOWNS TOWNE
CENTER
CENTER
CR
CRC
Z57 SBA{RO 248
o D8 31j s'it tf,s764n 249
TOWNE TOWNE
CENTER
CENTER
C
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2.50 PANDA EXPRESS 250
251
TOWNE CENTER CR SEmT_4ALE Tnwwl: rF411p: + F3=
Exit F12=Cancel 07-
04 SA MW KS I II S1 AO B
FROM THE CITY BUILDING OFFICIAL
September 12, 1995
TO: All Concerned Departments
FROM: Gary Winn, Building Official/L—
SUBJECT: Issuance of Certificate of Occupancy for the Build
Out of Interior of Mall and Interior Local Stores
The undersigned have agreed to approve the issuance of the Certificate
of Occupancy for all interior local stores and the Mall area itself.
Engineering
Zoning
Public Work:
Utilities
GW/ar
cll<<h oW fE0- P9y i y
CITY OF SANFORD, FLORIDA
PERMIT NO.
q57— )-0
DAT
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME
ADAFSiOBy ELEC. CONTR. —
Residential Non-residential-Y— Subject to
rules and regulations of the city and national electric codes. Number AMOUNT
Alteration Addition
Repair Change of
Service Residential Commercial Mobile
Home
Fac tory
Built Housing New Residential
0-100 Amp Service 101-200
Amp Service 201 Amp
and above New Commercial
p Service Application.Fee
TOTAL By
signing
this application I am stating I will be in compliance with the NEC including Article 110, Section 110 9 and 110-10. pn4l J
Z• Building Official
Master Clectrician STATE COMPETENCY
NO.
CITY. OF SANFORD, FLORIDA
PERMIT NO—( 5 " KN C) DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL.
LOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME
ADDRESS OF JOB
MECHANICAL CONTR. dwzix moo,,"o
RESIDENTIAL COMMERCIAL 9r 1971
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
Number i AMOUNT
FUEL
MOTOR H.P.
B.T.0 INPUT _OUTPUT
VALUATION 6 zv O L(o
it
I
NOTE: MINIMUM PERMIT FEE $1.50 T TAL
Master Mechanical
COMPETENCY CARD NOCAI° S a
REX MARTIN
DE JAGER CONSTRUCTION INC.
75 60TH STREET S.W. • WYOMING, MI 49518
616) 530-0060 FAX (616) 530-9888
CITY OF SANFORD, FLORIDA
PERMIT NO DATE /Z 2=
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME
ADDRESS OF JOB A 401 ;UW
PLUMBING CONTR. 1t Res. _ Comm._
Subject to rules and regulations of Sanford plumbing code.
Residential: Number Amount:
Alteration, Addition, Repair
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures, Floor Drain, Trap
Sewerr - --
Water Piping_
Gas Piping
Factory -built housing
Mobile Home
Application Fee
Minimum Commercial Permit:, $25. oo Total
Master Plumber
COMPETENCY CARD NO CD SS
UGG? POIiySEP-14-.'95 09:4E M WOOLWTH CONSTR DEPT TEL N0:212-720-422?
4 rI WOOLWORTH
r -Wix
REALTY
AmmpCORPORATION
o —
s: 7 ANtELQS.QMIQOLFO
4f VICP. PRESIDENT
5Fy,i 1`; D1Rl:mitopcoi RurTioN
SMRC PLANNING
City Of Sanford
Sulldlnp Qepatti-»ent
S00 N.-Pork Ave.
Sanford,;Alorlde 32773
r= .
ICE:: Foot Locker
Y-40minole Town COMM
rx Sanford, Alorlde
To whore Is may concern:
WOOLW01ZT1I BUILDING
233 BROADWAY
NEW YORK, NEW YORK
10279.0003
TE- z 12-720.4021
FAX 212.720.1763
Sepxember 14. 1885
I understand that We are receiving a temporary certJficate of occupancy, end
all we are allowed to do is stork the above mentioned store & traln personnel. l also
r y understand we are not allowed to open until the Mall receives their oertillcate of
occupancy.
SEP-14' 95 09 : 46 I D : (JQQLIJTH CONS T R DEPT TEL N0: 212-720-422? 66? Pell
REALTYY
xpCORPORATION city
Of Samford Bullding ®
opart:»ant 300
N. Park Ave. Sgnfard,
rJorlde 32773 RE.-
Foot Locker Seminole
Tolvn Confer Sanford,
Flbrtda To
whom Is may Conoorn: WOOL
OATH BU[LD VG 233
gku& 'KY INI£':,
YORi, rvENN' YORK t?
274•rXJ+'!3 y
1
YC1.11%-720-4U.i! A
i 2 i 2-7, I,)•3163 0 "
f
Sept+
ambiq.( 14, 1999 1
unr arsta I MiN "V9 X*6: fOCeivirIg a tt?MP nary ee"Ifl :ate rj/ accupancy, and all
we are aII0wG,,' ro d* !$ ,$4)r! the alcove tnentionod stare & train personn+al. 1 alto understand
sue are p9t allowed to open of?tll rho Mall recelvas their oertlf cata Of Occupancy.
Sincerely,
A
i.,
E JAGER CONSTRUCTION ANC.
75 60TH STREET, S.W. ° P.O. BOX 815 ° WYOMING, MICHIGAN 49518
0 (616) 530-0060 0 FAX (616) 530-9888 °
June 22, 1995
SUBJECT: Foot Locker - #7245
Seminole Town Center
Sanford, FL
Please accept this letter as my authorization for Rex Martin,
my supervisor, to act in my behalf and in my absence as signatory
for the Building Permit for the Foot Locker, Seminole Town Center,
Sanford, FL.
Enclosed please find a copy of my State License for your use.
AM
Robert Menke , Vice residen
DeJager Construction, Inc.
STATE: Michigan
COUNTY Kent
BEFORE ME, the undersigned, a Notary Public in and for the said
County and State, on this day personally appeared ROBERT MENKVELD,
known to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that the same as the
act of such Corporation for the purposes and consideration therein
expressed, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL, THIS 22nd day of June, 1995.
Mary A. .' nzer, D ta.ry,ublic
Kent County, Michigan
My commission expires: 12/21/98
GENERAL CONSTRUCTION o STORE AND OFFICE INTERIORS 0 COMMERCIAL REMODELING
CITY OF SANFORD
FI.RL DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: PERMIT
BUSINESS NAME:i'e
ADDRESS: 4 a l Gam
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT 810
COMMENTS: ye0 2-».
S'i/I%is2
1J C
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
1.1G
P
Sanford Fire Prevention
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
City (-a-L1Santord, Florida.
Applicants Signature
R
P RETAIL PERMIT SERVICESSlANationalPermitServiceCompany
TRANSMITTAL
RE: Foot Locker - Seminole Town Center - Sanford, FL
TO: Fire Marshal Cohen
City of Sanford
407-324-0868
FROM: Kent Fahey
Retail Permit Services
800-556-8641
DATE: June 14, 1995
PAGES: 3 Sets/Info Sheet
METHOD SENT: Federal Express
PER YOUR REQUEST
XX) FOR YOUR APPROVAL
XX) FOR YOUR INFORMATION
XX) FOR YOUR FILES
COMMENTS: Fire Marshal Cohen, per our conversation, please review these
plans. Upon your approval, please submit to the City of
Sanford Building Department for their review. Should you have
any questions or require further information, please don't
hesitate to call. I appreciate your help. Thank you,
Sincerely,
jc-w-
22530 Townhall Court • Katy, Texas 77449 • Tel:(713) 347-2323 9 Fax:(713) 347-4060
TENANT IMPROVEMENT
tenant lay-out/build-out, interior remodel/finish)
Project•
Foot Locker
Seminole Town Center
183 Oregon Ave.
Space #J-6
Sanford, FL 32771
Owner:
Woolworth Corporation
233 Broadway, 6th Floor
New York, NY 10279
212-720-4110
Howard Weitz
Contractor: OUT TO BID
G.C. will pick up and pay for Building Permit at a later date.
Contractor will have all necessary licences. We are to submit or
walk through plans, so permit will be ready when project is
awarded.
Use Group: Mercantile
Construction Type: 2-C (1 Hr)
Occupant Load: 65
Subdivision: Seminole T.C.
Size: 3,090 Sq. Ft.
Value: $ 35,000
No. of Employees 3-4
Start date: June 30, 1995
Scope of 'work: INTERIOR ALTERATION (existing retail lease space)
AADlicant:
Retail Permit Services
22530 Townhall Court
Katy, Texas 77449
800-556-8641
Kent Fahey
Architect•
Kenneth Butts
124 Stagecoach Road
Bell Canyon, CA 91307
818-999-4272
CITY OF SANFORD
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
June 19, 1995
Kenneth Butts
124 Stagecoach Rd.
Bell Canyon, CA. 91307
RE: Foot Locker
226 Seminole Towne Circle
Sanford, Fl.
On June 19, 1995 I performed a plans review of the above project. The following
items were found.
1) Electrical main disconnect required
2) 16 Sq.Ft. fire dampers required in each dimising walls.
3) Drain & Vent piping to be cast iron.
The above plans are approved with the above items.
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
CITE' OF SANFORD
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
June 19, 1995
Kenneth Butts
124 Stagecoach Rd.
Bell Canyon, CA. 91307
RE: Foot Locker
226 Seminole Towne.Circle
Sanford, Fl.
On June 19, 1995 I performed a plans review of the above project. The following
items were found.
1) Electrical main disconnect required
2) 16 Sq.Ft. fire dampers required in each dimising walls.
3) Drain & Vent piping to be cast iron.
The above plans are approved with the above items.
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
C'on&,
WJ ar) ce
4 h is i !l
APPLICATION 'FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DATE g- 51 -95 PERMIT NO. — ,
r_V.
To the Building Official: (F;ofLOCKc_ )
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRES
NATURE OF WORK I W Sj ALL ONE SET 0 F 1 LLUM (N AWED
GtAA),JNF=L LlRj C IN'Tr_zR10Q S1Gt 1
i
LEGAL DESCRIPTION ,, 5LW.0100.0000 399 MASTEK
APPLICANT' S NAME i7uSS CjRcEtJSERCo /IvIti80U NE SIGN CO -
APPLICANT'S ADDRESS (R WgSH3URN E\'D MEl$ _L 3293I
APPLICANT'S PHONE NUMBER 259 - 1555
VALUATIONt5 j,QjOd FEE
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
I certify that the above infor
mation is true and correct and
that I will comply with all
applicable codes and ordinancesl
of the City of Sanford, FL.
A - - - L__
Building icial Applicant's Signatu e
State No.
WALt- A25 A - 35 .5
cjl C-,N AQUA - 11.51
OOT`. ::AR:.
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CL AliCtN(C CtJ 5/r PLY-.XJOOJ
FL4:l AND 1NST FY 7=-1-1. y.G.
ELE'dAT',0N
F_
Y.
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NJt•.i 1.'_L JM; MATE p pLE X -2_
L0C-;,'Q
LOCAL CO. -__/o
TAC_
cCCr iv/.•,:«` C;.t=i" - t='J2N Grip iNS` / !
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7Er4- C- J
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7Er4- C- J
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One (1) set of ICE" high X 4" deep internally illuminated channel letters %reading: Access into
Foot Locker spread to a.- II
8 Letters
area behind letters to be providedp h ten. y Ken. contr. so installing sign
black aluminum
are fabricated of .OGO gauge pre -finished company can install letters and transformer, wide same and connect to provided circuit. w/faces of 3/16" thick f2793 red pleziglas and 3/4" thick black vinyl One 20A
jewelite trim.for attaching to aluminum returns. Illumination to be by two rows
120V circuit to be provided by tenant general contractor).
of I2r t-30ma clear red ceon tubes (each unit to terminate in PK housings). Letters. As per Underwriters Laboratory regulations, all applicable "U.L`.'.' labels will be
are to be no -ted flush to sign background w/10-24 hardware (background is to, be
displayed on sides of all illuminated signs and letters. -•This -is A.must! I
fabricated cc;:lplc-L. by yen, gen. contr_ and hardware is provided by Universal Electric Any change§ in field conditions pertaining to the installation of this sigh as
Sign Cr_. Inc, per (his drawing require the immediate notification of Universal Electric Sign Co.
Unrver.s,. ;_ will also -provide a full size installation template along .ith one 15,OOOv-30iiA; Do not•lroceed until receiving our approval.
encased" 'remote transformer and high tension aixe.
UNIVERSAL ELECTRIC SIGN CO., INC. Drawing No.
Ur ,Ise no circtrmstanc:s s ,ou-'d high r,.ension wir, be installed «itt: u a.ny protective BOX 7"002 " Date:
r : rzg (eifi er Gre:.-afi Id or ;,iqu .dti h-e) - Pi. : er:ai- to 1 ;. sI n 1L '.ed y ., nsi alli ng - igr 5S, -26 55T DR "Vl:
c
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t 71 =.. 8'- 4 80' . 4 8 -1 - FA51 4` r C = O r .?;2 :>A
SYSTEM SIZING SUMMARY
system Ramp Foot Locker 06-05-95
Location : Orlando, Florida Block Load v2.12
Prepared By : A&E DESIGNERS, INC. Page 1 of 2
TABLE 1. SIZING DATA -- COOLING
Total coil load = 62,730 BTU/hr Load occurs @ Jan 2300
Sensible coil load = 49,752 BTU/hr Outdoor Db/Wb = 66.9/ 63.2 F
Total zone sensible= 38-,517 BTU/hr Coil Conditions:
Supply temperature = 55.0 F Entering Db/Wb = 80.5/ 65.9 F
Supply air (actual)= 1,790 CFM Leaving Db/Wb = 54.7/ 54.0 F
Supply air (std) = 1,783 CFM A Apparatus dewpoint= 53.3 F
Ventilation air = 0 CFM Bypass factor = 0.050
Direct exhaust air = 0 CFM Resulting zone RH = 55.4 %
Reheat required = 0 BTU/hr
Floor area (sgft) 3,090 Total coil load = 5.23 Ton
Overall U-value 0.000 Sensible coil load = 4.15 Ton
Vent air CFM/sqft 0.00 SQFT/Ton = 591.11
Vent air CFM/person 0.00 Cooling BTU/hr/sgft = 20.30
Cooling CFM/sqft = 0.58
TABLE 2. SIZING DATA -- HEATING
Heating coil load = 0 BTU/hr Heating BTU/hr/sgft 0.00
Ventilation load = 0 BTU/hr Heating CFM/sqft = 0.58
Total zone load = 0 BTU/hr Floor area (sgft) = 3,090
Ventilation airflow-- 0 CFM Overall U-value
Supply airflow _ 11790 CFM Vent air CFM/sqft = 0.00.
Vent air CFM/person = 0.00
TABLE 3. INPUT DATA -- WEATHER
City Orlando Summer dry-bulb = 94.0 F
State Florida Coincident wet -bulb= 76.0 F
Data Source ASHRAE 1% Daily Range = 17.0 F
Latitude 28.4 deg. Winter dry-bulb = 35.0 F
Elevation 106.0 ft Atmos.-Clear.'Num. = 0.90
TABLE 4. INPUT DATA -- HVAC SYSTEM
System Type Clg Warm Air Htg THERMOSTAT SETPOINTS
System Start 600 Cooling (Occ) 75.0 F
Duration 24 hrs Cooling (Unocc) 85.0 F
Heating 55.0 F
SIZING SPECIFICATIONS FACTORS
Supply : 55.0 F Coil Bypass 0.050
Ventilation 0.00 CFM/person Safety (Sens) : 0
Exhaust : 0 CFM Safety (Latent) 0
Heating Safety : 0
FAN RETURN AIR PLENUM Y
Configuration : Draw-Thru Roof Load 70
Static Pressure : 0.50 in. Lighting Load 30
Wall Load : 0
7
01 SYSTEM SIZING SUMMARY
r.System Dame Foot Locker 06-05-95
Location : Orlando, Florida Block Load v2.12
Prepared By :-A&E DESIGNERS, INC. Page 2 of 2
TABLE 5. TOP TEN COOLING COIL LOADS
Sensible Total Sensible Total
Time Ton Ton Time Ton Ton
1) Jan/2300 t 4.15 5.23 6) June/2300 4.15 5.23
2) Feb/2300 4.15 5.23 7) July/2300 4.15 5.23
3) Mar/2300 4.15 5.23 8) Aug/2300 4.15 5.23
4) Apr/2300 4.15 5.23 9) Sept/2300 4.15 5.23
5) May/2300 4.15 5.23 10) Oct/2300 4.15 5.23
TABLE 6. ZONE SIZING DATA
Maximum Design Maximum Design
Cooling Airflow Design Beating Flow
Sensible Rate Time Load Rate
Zone Name (BTU/hr) CFM) BTU/hr) CFM)
Foot Locker 38,517 1,790 @ Jan 2300 1 0
Q1.6,wA ,. gAcee w I No Lo kv3. Lo v
5/xu oJt . t2 Ntio'C y
V F"`gLl, 5Q{ l .05 a of
CITY OF NFORI FLORIDA
APPLICATION UILDING PERMIT
PERMIT ADDRESS
Total Contract Price of Job--
Describe Work-J
Type of Construction
Number of Stories
Occupancy: Residential
PERMIT NUMBER-15--?
Total Sq. Ft.
Flood Prone (YES
Number of Dwellin s Zoning _
Commercial Industrial
LEGAL DESCRIPTION (please attach printou from Seminole County)
TAX I.D. NUMBER GI- i- %- / /A l7 i r7 O -l
OWNER -3-eM (U 0 J `P To Vl )if PJiONE NUMBER
ADDRESS
CITY STATE ZIP
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY STATE ZIP
BONDING COMPANY
ADDRESS
CITY STATE ZIP
ARCHITECT
ADDRESS
CITY STATE ZIP
MORTGAGE LENDER
ADDRESS
CITY STATE ZIP
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PHONE
f
CONTRACTOR S PHONE NUMBER p 3 1
ADDRESS ST. LICENSE NUMBER 3 /
1
CITY W d STATE ZIP 0i
Application is hereby made to obtain a permit to do the work and installations as
indicated. I certify that no work or installation has commenced prior to the issuance
of a"permit and that all work will be performed to meet standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured
for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB.SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional
restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental
entities such as water management districts, state agencies, or federal agencies.
ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713.
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Signature of Owner/Agent & Date Si ctor &I Da e M w
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Type or Print Owner/Agent Name Type or Pri t Contractor' Nam o
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Signature of Notary & Date Signature of Notary & Date—*
Official Seal) I\ c
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1 NoNotary Publea3tae of Florida
CINDY L. JORDAN
o = My Comm. Exp. May 31, 1998
o Comm. No. CC 376989 lid
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Application Approy d /BY: Date:
FEES: Building ,( Rad Police Fire
Open Space Ro d Impact Application _
PERMIT VALIDATION: CHECK CASH DATE 'I-"IrrSBY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD ADMIN)
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THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
CITY 01;. SANFQRD
FIRE DEPARTMENT
FEES FOR SERVICES
DATE: l
PHONE #: 407-322-4952
PERMIT
J a-
BUSINESS NAME: apt C-'z e r
ADDRESS:
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PHONE NUMBER:(
PLANS REVIEW
BURN PERMIT
TANK PERMIT
COMMENTS: \
11
TENT PERMIT
REINSPECTION
FIRE SYSTEM
O_d
AMOUNT
L- :) 0Lo L' Srr LtC\-:
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any fur her services can take place.
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
City of Sanford, Florida.
Sanford ire Prevention p 1' nts Signa
ure
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FIRE PIROTi-CTION BY COMPUTED; DESIGN!
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IWWW FIRE TURNS
US ON ! WIGINTON FIRE.
SPRINKLERS, INC. 1040 S.
E. LAKE ST. LONGWOOD, FLORIDA
32752-12-11612-1 ac 407-831-
3414 n PROJECT
NAME: FOOTLOCKER CONTRACTOR: DEVAGER
CONSTRUCTION, INC. x D/
A LOCATION: STOCKROOM SYSTEM NO.
1 CONTRACT NO.
27143--S x
PAGE 001
WIGINTON FIRE SPRINKLERS, INC.
LONGWOOD, FLORIDA 32752•-0160
407-831-3414
HYDRAULIC DESIGN INFORMATION SHEET
AAi*lE= - FOOTLOCKER •__...._-_.______________________. DATE - 071195
OCA T ION - STOCKROOM
iUILDING - 183 S. ORG. AVE. , SEM. TWN. CTR. , SANFORD SYSTEM NO. - 1
CONTRACTOR - DEVAGER CONSTRUCTION, INC. CONTRACT NO. - 27143.-5
CALCULATED BY - M. FERGUSON DRAWING NO. I OF 1
CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 12--ID
DCCUPANCY - MARCHANTILE
a-
Y
I (X) NFPA _13M ( ) LT. HAZ. ORD. HAZ. GP. ( ) 1 (X) 2 ( ) 3 ( ) EX. HA;Z.
f I ( ) hIFPA 231 ( ) NFPA 231C FIGURE CURVE
1 ( ) OTHER
1( )SPECIFIC RULING MADE BY DATE:
I I AREA OF SPRINKLER OPERATION 1552 1 SYSTEM TYPE SPRINKLER/NOZZLE
I DENSITY--G1=M/Ft"2 .20 1 (X) WET MAKE RELIABLE
D I AREA PER SPRINKLER VARIES 1 ( ) DRY MODEL Fi
1 ELEVATION AT HIGHEST OUTLET 12 1 ( ) DELUGE SIZE 1/2"
S I HOSE ALLOWANCE GPM -INSIDE 250 1 ( ) PREACTION K-FACTOR 5.62
1 RACK SPRINKLER ALLOWANCE 0 I ( ) TEMP-'. RAT. 155
3 1 HOSE ALLOWANCE GPM -OUTSIDE 0 1
i
I NOTE
CALCULATION I GPM REQUIRED 613.39 PSI REQUIRED 56.293
BUMMARY I C-•FACTOR USED: OVERHEAD 120 UNDERGROUND 120
j I WATER FLOW TEST: I PUMA' DATA: i TANK = RESERVOIR:
1 1 DATE OF TEST I I CAP.
A i TIME OF TEST I RATED CAP. 0 1 ELEV.
I STATIC (PSI) 60 1 @ PSI 0 1
I RESIDUAL (PSI) 49 1 ELEV. 0 1 WELL
I FLOW (GPM) 1511 1 1 PROOF FLOW GPM
i 1 E:.LEVATION 0 ! 1
I LOCATION BACKFLOW PREVENTER.
1
1 SOURCE OF INFORMATION Fri
y I
I COMMODITY CLASS LOCATION
D I STORAGE. HT. AREA AISLE W.
I I STORAGE METHOD: SOLID PILED % PALLETIZED % RACK X.
SINGLE ROW ( ) CONVEN. PALLET A ) AUTO. STORAGE ( ) ENCAP.
3 1 R I ( ) DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF ( ) NON
I A I ( ) MULT. ROW ( ) OPEN SHELF
I K I FLUE SPACING CI_EARANCE:STORAGE TO CEILING
A I I LONGITUDINAL TRANSVERSE
i I HORIZONTAL FARRIERS PROVIDED:
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW(GPM) PRESSURE (PSI)
PAGE 002
WIGINTON FIRE SPRINKLERS, INC.
Water Supply Curve
I Static Press.=, 60.000 PSI I
i I Resid. Press.= 49.000 PSI I
I Resid. Flow = 1511.000 GPM I
Press Available at ---------------_.------------------_. I
613. 39 GPM I
57.924 PSI i
1 I
I I
v I
w I
Safety Margin I I
1.631 PSI ------- I . I
l v Flow Available at Demand I
x <------------------ 839.32 GPM I
I Safety Margin
i \ \ \ I 225. 93 U-'i*I I
Total System
1 Demand \ \I I
i 613.39 GPM \ I I
56.29 PSI \ I I
I
i I I
WIGINTON FIRE SPRINKLERS, INC.
OB- FOOTLOCKER JOB NO- 27143-S -1 DATE 071195 WAGE 3
FITTING NAME TABLE:
ABBRLV. NAME
A Alarm Valve
B Butterfly Valve
C Roll Groove
D Dry Pipe Valve
E 901 Standard Elbow
F 45' Elbow
G Gate Valve
H Kennedy Wafer Check Va.
I Grooved Check Valve
J Central Shotgun Valve
K 901 Medium Turn Elbow
L 901 Long Turn Elbow
M Grooved 90 E 1 l
N Grooved 45 Ell
0 Grooved Tee
P Viking Deluge Va
0 Detector Check Valve
R Reliable Deluge Va
S Swing Check Valve
T 01 Flow - Tee or Cross
U Milwaukee ButterballL Va
V CPVC Tee Branch
W CPVC Tee RUI-1
X CPVC: 901 Ell
Y CPVC 45' E l l
1
WIGINTON FIRE SPRINKLERS, INC.
OB- FOOTLOCKER JOB NO- 27143-S -1 DATE 071195 PAGE 4
NOD[ ELEVATION SPRINKLER PRESSURE FLOW NOTES
NO. FT.) K-FACTOR PSI) U.S.GPMD
2 12.00 15.4
3 12.00 16.9
4 12.00 19.9
5 12.00 22.3
6 12.00 15.5
7 12.00 17.0
8 12.00 18.7
9 12.00 22.5
10 12.00 26.3
11 12.00 15.4
12 12.00 16.8
13 12.00 18.5
14 12.00 22.3
15 12.00 27,1
16 12.Qt0 14.9
17 12.00 16.3
18 12.00 17.9
19 12.00 21.0
I 12.00 5.62 13.7 20.8
20 12.00 23.6
21 12.00 27.8
22 12.00 28.0
23 12.0-0 16.4
24 12.00 18.0
25 12.00 19.8
26 12.00 23.8
27 12.00 16.3
28 12.00 17.8
29 12.00 19.6
2A 12.00 5.62 15.0 21.7
30 12.00 23.6
31 12.00 28.8
32 12.00 28.9
33 12.00 29.1
34 12.00 29.2
35 12.00 44.2
36 12.00 45.2
3A 12.00 5.62 16.5 22.8
4A 12.00 5.62 19.3 24.7
5A 12.00 5.62 21.8 26.2
6A 12.00 5.62 15.1 21.8 '
7A 12.00 5.62 16.5 22.8
8A 12.00 5.62 18.2 24.0
9A 12.00 5.62 21.9 26.3
PR 12.00 45.7 250.0
TR 12.00 45.6
10A 12.00 5.62 25.6 28.4
11A 12.00 5.62 14.9 21.7
12A 12.00 5.62 16.3' 22.7
13A 12.00 5.62 18.0 23.8
14A 12.00 5.62 21.7 26.2
15A 12.00 5.62 26.4 28.8
CITY 0.00 56.2
WIGINi TON FIRE; SPRINKLERS, INC:.
TO%- FOOTLOCKER JOB NO- 27143-S -1 DATE 071195 PAGE 5
1 1
HYD. tea DIA. FITTING PIPE Pt Pt
REF "C" or FTNG' S Pe Pv NOTES
POINT Cat Pf/F Eev. Ln. TOTAL Pf Pn
20.81 1.049 IE• 2.00 0.75 13.71 13.71 N. •- 5.62
1A C=120 0.00 2.00 0.00 0.00
20.81 0.1381 0.00 2.75 0.38 0.00 Vel = 7.73
1 20.81 14.09 K = 5.543
21.77 1.049 1E 2.00 0.75 15.00 15.00 K = 5.62
2A C=120 0.00 2.00 0.00 0.00
21.77 0.1527 0.00 2.75 0.42 0.00 Vel = 8.08
2 21.77 15.42 K - 5.544
22. 85 1.049 1E 2.00 0.75 1G. 54 16.54 K = 5. G2
3A C,=120 0.00 2.00 0.00 0.00
22485 0.1636 0.00 2.75 0.45 0.00 Vel 6.48
3 22.85 IG.99 K 5.543
24.74 1.049 1E 2.00 0.75 19.37 19.37 K = 5.62
4A C=120 0.00 2.00 0.00 0.00
24.74 0.1927 0.00 2.75 0.53 0.00 Vel 9.16
4 24.74 19.90 K 5.545
2G.24 1.049 1L 2.00 0.75 21.80 21.80 K = 5.62
5A C=120 0.00 2.00 0.00 0.00
2G.24 0.2145 0.00 2.75 0.59 0.00 Vet 9.74
5 2G.24 22.39 K 5.545
21.86 1.049 1E 2.00 0.75 15.13 15.13 K = 5.62
GA C=120 0.00 2.00 0.00 0.00
21.86 0.15G3 0.00 2.75 0.43 0.00 Vet 8.12
G 21.66 15.56 K 5.542
22.87 1.049 1E 2.00 0.75 16.55 16.55 K = 5.62
7A C=120 0.00 2.00 0.00 0.00
22.87 0.1G72 0.00 2.75 0.46 0.00 Vel 8.49
NITS DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE PSI)
4' WIGINTON FIRE SPRINKLERS, INC.
JOB- FOOTLOCKER JOSS NO- 27143-S •-1 DATE 071195 PAGE G
I-IYD. 0a DIA. FITTING PIPE Pt Pt
REF licit 0'r FTNGIS Pe Pv NOTES
POINT Cat Pf/F Eqv. Ln. TOTAL Pf pn
7 22.87 17.01 K - 5.545
24.00 1.049 1E 2.00 0.75 18.24 18.24 K = 5.62
8A C=120 0.00 2.00 0.00 0.00
24. 00 0.1818 0.00 2.75 0.50 0.00 Vel = 8.91.
8 24.00 18.74 K - 5.544
2G.34 1.049 1E 2.00 0.75 21.97 21.97 K == 5.62
9A C=120 0- 00 2.00 0.00 0.00
26.34 0.2145 0.00 2.75 0.59 0.00 Vel - 9.78
9 26.34 22.56 K - 5.545
28.46 1.049 1E 2.00 0.75 25.64 25.64 K = 5.62
10A C=12 0 0.00 2.00 0.00 0.00
28.46 0.2472 0.00 2.75 0.68 0.00 Vel = 10.57
10 28.46 26.32 K - 5.54*7
21. 75 1.049 1E 2.00 0.75 14.98 14.98 K = 5. G2
11A C==120 0.00 2.00 0.00 0.00
21.75 0.1527 0.00 2.75 0.42 0.00 Vel = 8.07
11 21.75 15.41h K = 5.54.3
22.75 1.049 1E 2.00 0.75 16.38 16.38 K - 5.62
12A C=120 0.00 2.00 0.00 0.00
22.75 0. 1G72 0.00 2.75 046 0.00 Vel = 8.45
12 22.75 16.84 K - 5.544
23. 88 1.049 1E 2.00 0.75 18.05 18.05 K = 5.62
1.3A C= 120 0.00 2.00 0.00 0.00
23.88 0.1818 0.00 2.75 0.50 0.00 Vel = 8.8G
13 23.88 18.55 K = .5.545
UNITS -• DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
WIGINTON NIRE:. SPRINKLERS, INC;.
OB- FOOTLOCKER JOIN NO- 27143•-S 1 DATE 071195 PAGE "l
HYD. o a DIA. FITTING PIPE Pt Pt
REFS C" car FTNG'S Pe Rv x**** NOTES
POINT Cat Pf/F Eay. Ln. TOTAL Pf pl.)
26. 21--1. 049-IEM 2.10___ 0.75 21.74 21.74 K = 5.62
14A C=120 0.00 2.00 0.00 0.0v_,
26.21 0.2145 0.00 2.75 0.59 0.00 Vel 9.73
14 26.21 22.33 K = 5.546
28.89 1.049 1E 2.00 0.75 26.42 26.42 K = 5.62
15A C=120 0.00 2.00 0.00 0.00
28.89 0.2545 0.00 2.75 0.70 0.00 Vel 10.72
15 28.89 27.12 K = 5.547
20.81 1.049 1T 5.00 1.00 14.09 14.09
I C=120 0.00 5.00 0.00 0.00
20.81 0.1400 0.00 6.00 0.84 0.00 Vel 7.73
1G 20.81 14.93 K - 5.385
21.77 1.049 1T 5.00 1.00 15.42 15.42
2 C=120 0.00 5.00 0.00 0.00
21.77 0.1516 0.00 6.00 0.91 ,. 0.00 Vel 8.08
17 21.77 16.33 K 5.381
22.85 1.049 1T 5.00 1.00 16.99 16.99
3 C=120 0.000 5.00 0.00 0.00
22.85 0.1666 0.00 6.00 1.00 0.00 Vel 8.48
18 22.85 17.99 K 5.387
24.74 1.049 1T 5.00 1.00 19.90 19.90
4 C=120 0.00 5.00 0.00 0.00
24.74 0.1933 0.00 6.00 I.1G 0.00 Vet 9.18
19 24.74 21.06 K 5.391
2G. 24 1.049 1T 5. 0.0 1.00 22.39 22.39
5 C=120 0.00 5.00 0.00 0.00
26.24 0.2150 0.00 G.00 1.29 0.00 Vel 9.74
JNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
WIGINl CAN FIRE SPRINKLERS, INC.
FOB- FOOTLOCKER JOB NO- 27143-S --1 DATE 071195 PAGE 8
r
j
IAYG. Q DIA. FITTING PIPE Pt Pt
REF "C" or F'TNG'S Pe Pis NOTES
POINT Cat Pf/F- Eay. Ln. TOTAL Pf ern
20 26.24 23.68 K = 5.392
21.86 1.049 1T 5.00 1.00 15.56 15.56
6 C=120 0.00 5.00 0.00 0.00
21.86 0.1533 0.00 6.00 0.92 0.00 Vet = 8.12
23 21.86 1G.48 K = 5.365
22. 87 1.049 IT 5.00 1.00 17.01 17.01
7 C`120 0.00 5.00 0.00 0.00
22.87 0.1666 0.00 6.00 1.00 0.00 Vel w 8.49
24 22.87 18.01 K - 5.389
24.00 1.049 1T 5.00 1.00 18.74 18.74
8 C=120 0.00 5.00 0.00 0.00
24.00 0.1816 0.00 6.00 1.09 0.00 Vet = 8.91
25 24.00 19.83 K 5.389
26.34 1.049 1T 5.00 1.00 22.56 22.56
i C=12 0 0.00 5.00 0.00 0.00
26.34 0.2166 0.00 6.00 1.30 0.00 Vel = 9.78
2 6 126.34 23.86 K = 5.392
28.46 1.049 1T 5.00 2.00 26.32 26.32
11i1 C=:12{ri 0.00 5.00 0.00 0.00
28.46 0.2500 0.00 7.00 1.75 0.00 Vel = 10.57
22 28.46 26.07 K = 5.371
21. 75 1.049 IT 5.00 1.00 15.40 15.40
11 C= 120 0.00 5.00 0.00 0. 00
21.75 0.1516 0.00 6.00 0.91 0.00 Vet = 8.07
27 21.75 16.31 K = 5.386
UNITS •- DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
r WIGINTON FIRE SPRINKLERS, IhC.
10V FOOTLOCKER JOB Nu- 27143•-S 1 DATE 071195 PAGE 9
HYD. DIA. FITTING PIPE Pt Pt
REF C" 0'r FTNG' S Pe Pv NOTES
PINT 0t Pf/F Eqv. Lei. TOTAL Pf
22.75 1.049 1T 5.00 1.00 16.84 16.84
12 C'.=120 0.00 5.00 0.00 0.00
22.75 0.1650 0.00 6.00 0.99 0.00 Vel 8.45
26 22.75 17.63 K 5.388
23.88 1.049 1T 5.00 1.00 18.55 18.55
1,3 C=120 0.00 5.00 0.00 0.00
23.88 0.1800 0.00 6.00 1.08 0.00 Vel 8.86
29 23.88 19.63 K a 39N
26.21 1.049 1T 5.00 1.00 22.33 22.33
14 C=120 0.00 5.00 0.00 0. 012I
26.21 0.2150 0.00 6.00 1.29 0.00 Vel 9.73
30 26.21 23.62 K = 5.393
28. 89 1.049 IT 5.00 2.00 27.12 27.12
15 C==120 0.00 5.00 0.00 0.00
28.89 0.2571 0.00 7.00 1.80 0.00 V.e l = 10.72
32 26.89 28.92 K -- 5.372
20.81 1.049 0.1:10 10.00 14.93 14.93
16 C=120 0.00 0.00 0.00 0.00
20.81 0.1400 0.00 10.00 1.40 0.00 Vel 7.73
21.76 1.360 0.00 12.00 16.33 16.33
17 C=120 0.00 0.00 0.00 0. N0
42.57 0.1383 0.00 12.00 1. 6 6 0.00 V e l 9.13
22.66 1.380 0.00 10.00 17.99 17.99
18 C==120 0.00 0.00 0.00 0.00
65.43 0.3070 0.00 10.00 3.07 0.00 Vel 14.03
24. 73 1.610 0.00 10.00 21.06 21. N6
i9 C=120 0.00 0.00 0.50 0.00
90.16 0.2620 0.00 10.00 2.62 0.00 Vet 14.21.
26. 24 1.610 IT 8.00 2.00 23.68 23.68
20 C=120 . 0.00 8.00 0.00 0.00
116.40 0.4200 0.00 10.00 4.20 0.00 Vel 18.34
UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI)
WIGINTO`,d FIRE SPRINKLERS, INC.
i•OB- FOOTLOCKER JOB NO- 27143•-S 1 DATE 071195 PAGE 11:D
HYD. G a DIA. FITTING 1='T1=E Pt Pt
REF C" or F`.fNGI S Pe Pv NOTES
POINT Cat Pf/F Eay. Ln. TOTAL Pf Pli
21 116.40 27.83 K - 22.044
21. 86 1.049 0.00 10.00 16.48 16.48
23 C=120 0.00 0.00 0.00 0.00
21.66 0.1530 0.00 10.00 1.53 0.00 Vet 8.12
22.87 1.380 0100 12.00 18.01 18.0i
24 C=120 0.00 0.00 0.00 0.1:0
44.73 0.1516 0.00 12.00 1.82 0.00 Vel 9. 59.
24.00 1.380 0.00 12.00 19.83 19.83
68.73 0.3358 0.00 12.00 4.03 0.00 Vel 14.74
26. 34 1.610 1T 8.00 10.25 23.86 23.86
26 C=-120 0.00 8.00 0.00 0.00
95.07 0.2893 0.00 16.25 5.28 0.00 Vel 14.98
33 95.07 29.14 K 17.613
21. 7 5 1.049 0.00 10.00 1 G . 31 16.31
27 C==12 0 0.00 0.00 0.00 0.00
21.75 0.1520 0.00 10.00 1.52 0.00 Ve1 8.07
22.75 1.380 0.00 12.00 17.83 17.63
28 C =12N 0.00 0.00 0.00 0.00
44.50 0.1500 0.00 12.00 1.80 0.00 V e l 9.55
23.87 1.380 0.00 12.00 19.63 19.63
29 C==120 0.00 0.00 0.00 0.00
68.37 0.3325 0.00 12.00 3.99 OH Vel 14.67
26. 21 1.610 IT 8.00 10.25 23.62 23.62
30 C=120 M. o+ 8.00 0.00 0.00
94.58 28GO 0.00 18.25 5.22 0.00 Vel 14.91
0.00 2.635 0.00 3.00 28.84 26.84
31 C=:120 0.00 0.00 0.00 0.00
94.58 0.0266 0.00 3.00 0.08 0.00 Vel w 5.56
28. 89 2.635 0.00 5.00 28.92 28.92
32 C.='120 0.00 0.00 0.00 0.00
123.47 0.0440 0.00 5.00 0.22 0.00 Vel 7.2G
95. N7 2.635 0.00 1.00 29.14 29.14
3 C=12 0 0.00 0.00 0.00 0.00
218.54 0.1200 0.00 1.00 0.12 0.00 Vet 12. 8G
SNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE .< SI>
WIGINTON FIRE:: SPRINKLERS, INC.
OD- FOOTLOCKER JOB NO- 27143-S •-1 DATE 071195 PAGE .i:
HYD. Ga DIA. FITTING PIPE Pt Pt
REF licit car• FTNG' S Pe Pv NOTES
POINT ut Pf/F Qev. Ln. TOTAL Pf Pn
34 218.54 29.26 K _ 40.403
116.40 2.635 0.00 5.00 27.88 27.88
21 C==12 0 0.00 0.00 0.00 0.00
116.40 0.0380 0.00 5.00 0.19 0.00 Vel W 6.85
26.46 2.635 IT 1G.48 4.25 28.07 28.07
22 C.'=120 0.00 16.46 0.00 0.00
144.86 0.0574 0.00 20.73 1.19 0.00 Vel = 8.52
216.53 2.635 IN 5.90 27.00 29.26 29.26
34 C=120 10 14.83 20.73 0.00 0.00
363.39 0.3134 0.00 47.73 14.96 0.00 Vel - 21.38
0.00 4.260 10 21.07 12.00 44.22 44.22
35 C.=120 0.00 21.07 0.00 0.00
363.39 0.0302 0.00 33.07. 1.00 0.00 Vel -_ 8.18
0.00 61357 c'M 25.14 74.00 45.22 45.22
36 C:.==120 0.00 25.14 0.4.0 0.00
363.39 0-0042 0.00 99.14 0.42 0.00 Vel = 3.67
0.00 6.357 1 G 3.77 14.00 45.64 45.64
t R C"120 0.00 3.77 0.00 0.00
363.39 0.0045 17.77 0.08 0.00 Vel 3. 6 7
250.00 8:249 1L 15.28 10.00 45.72 45.72 Qa W 250
BR C=120 IN 15.28 108.10 10.20 0.00 Fixed Loss = +5.00
613.39-0.0031 20 77.55 118.10 0.37 0.00 Vel = 3.68
CITY 613.39 56.29 K = 81.754