HomeMy WebLinkAbout217 Towne Center Cir 95-2151; (a) INTERIOR REMODELZONE
CONTRACTOR
DATE '
i
n OUS%m Con s
ADDRESS Jr L2 0 y- I U L12 ei c
PHONE # 3(,'5`
LOCATIOP
OWNER
ADDRESS
PHONE # 4LUMBING
CONTRACTOR ADDRESS
PHONE #
u
C` '1,
gLECTRICAL CONTRACTOR c
ADDRESS
PHONE #
MECHANICAL
CONTRACTOR ADDRESS
PHONE #
MISCELLANEOUS
CONTRACTOR ADDRESS
SEPTIC
TANK PERMIT NO. SOIL
TEST REQUIREMENTS (__) FINISHED
FLOOR ELEVATION
REQUIREMENTS (__) ARCHITECTURAL
APPROVAL DATE: PERMIT #-
J
O B. -tom ClY' l_. Lyn (11 . COST $
SUBDIVISION:
Q LOT
NO. BLOCK:
SECTION:
SQUARE
FEET: ) c) () C FEE $
S' U MODEL:
STATE
NO. FEE $
FEE
FEE $
OCCUPANCY
CLASS: c-''
INSPECTIONS
TYPE
DATE OK REJECT BY FEE
4 ENERGY SECT. EPI: 4111
j ,4 j2 6( l5quin
l/Jcmd " Wo1,l iskl- Q,x'_ 2 L CERTIFICATE
OF OCCUPANCY ISSUED #
I DATE: FINAL
DATE '3-o
CITY OF SANFORD, FLORIDA
PPLIC
WN,
FORBU DING PERMIT
C
PERMIT ADDRESS P J
Total Contract PP of J
Describe Work I",
Type of Construction
Number of Stories
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
OWNER
ADDRESS
CITY
TITLE HOLDER (IF OTHER THAN OWNER)
ADDRESS
CITY
BONDING COMPANY
ADDRESS
CITY
ARCHI
ADDRE
CITY
MORTGAGE LENDER
ADDRESS
CITY
PERMIT NUMBER
Number of Dwellings -' Zoning
Commercial Industrial
lease attach printout from Seminole County)
STATE
STATE
STATE
ONE NUMBER LU`5a—AO
ZIP
ZIP
ZIP
CONTRACTOR ECA S 70-,%, csx-47: PHONE NUMBER Y`
ADDRESS - 6 Or-, % C ST. LICENSE NUMBER CITY
STATE ZIP7G 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. H
ro Z a
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C]
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a F Signa
ture of OwnUr/Agent'& r- "
A-1i Type
or P/ 't Owner en S
nature f otary- Da SHERRY
D. DUTIE h'
1't k MM:311i*;i rXP 9FS September
20, 1997 to
ignatur of Si
Print
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FY
actor &
Date O
o
H
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t .
ctor's Name d C a:.:.(
Of
f mAy MUSE I r+ NOTARY
IaIJ5l I0, 'TATE OF FLORIDA PviY
camMISSION # CC132860 EXPIRES:
August 4,1995 Application
Approv BY:. Date: S` Q FEES:
Building .o Radon Police Fire Open
Space Road Impact Application 3j
PERMITVALIDATION: CHECK CASH DATE '4S---- BY x
ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS
APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
T..
DEVELOPMENT FEE WORKSHEET
CITY OF SANFORD
UTILITY - ADMIN.
P. O. BOX 1788
SANFORD, FL 32772-1788
Prol ect Name: 7zl %/{v GH7S / Date:
Owner/Contact Person: Phone:
Address: `7 Tow^r! c6-7d1Z
Type of Development:
1) RESIDENTIAL
Type of Units (single family
or multi -family):
Total Number of Units:
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4",
1", 2", etc.):
REMARKS:
2) NON-RESIDENTIAL
Type of Units (commercial,
industrial, etc.):
Total Number of Buildings:
Number of Fixture Units
each building):
Type of Utility Connection
individual connections
or central water meter &
common sewer tap):
Water Meter Size (3/4"
1", 2", etc.)
REMARKS: S H.4A //iP9C-7
CONNECTION FEE CALCULATION:
REVISED 8/12/92
Cohh ,
3
l Sew, 60 LNr y
CVg7eA PIA9C7 F = 1ye1' 3 A.
f
Y
1) Water System Impact Fees
Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD)
Residential -
650/Unit - Single family structure, or multi -family unit
containing three (3) bedrooms or more.
467.50/Unit - Multi -family unit Mobileor Home unit containinglessthanthree (3) bedrooms. Type of Fixture Or Group Of Fixtures Fixture Unit Value
This category is
based on judgement/assumption, estimation that
such family units on average require 751 - 225 GPD
Automatic clothes washer (2" standpipe) 3
of the water and sewer service of an average via 71 Bathroom group consisting of a water closet, lavatory
single family unit.) bathtub or shower stall: Tank water closet 61
Commercial - Flush valve water closet 8
650/ERU - Fixture unit schedule from Southern Plumbing Code 7 r So Bathtub (with or without overhead shower) 2Bidetwillbeused. One ERU will be charged for 3
connection and up to twenty (2) fixture units. t/ Combination sink -and -tray w/food waste grinder 4
For projects having more than twenty (20) fixture I 7`) Combination sink -and -tray w/One 1-1/2" trap 3unitstheImpactFeewillbedeterminedbyincrements258Combinationsink -and -tray w/separate 1-1/2" trap 3ofbasedonmultiplesoffive (5)
fixture units above the twenty (20) fixture unit Dental unit or Cuspidor 1
base for the first ERU. (Example: twenty-five Dental Lavatory 1
25) fixture units will be rated as 1.25 eru; a Drinking fountain 1/2
twenty-six (26) fixture units will be rated as 1.5 Dishwasher, domestic 2ERU.)
Floor drains w/2" waste 3k 3
2) Sewer System Impact Fees Kitchen sink, domestic w/one 1-1/2" trap 2
Kitchen sink, w/food waste grinder 3. Equivalent Residential Connections 270 Gallons Per Day (GPD) Kitchen sink, w/food waste grinder & dishwasher 1-1/2" trap 5
Residential - Kitchen sink, domestic w/dishwasher 1-1/2" trap 4
1700 Unit - Single family structure, or multi -family unit Lavatory w/1-1/4" waste 1
containing three (3) bedrooms or more. w/1-1/2" waste 2), Z
1275/Unit - Multi -family unit or Mobile Home unit containing Laundry tray (1 or 2 compartments) 2
less than three (3) bedrooms. (This category is Shower stall, domestic S 2basedonjudgement/assumption/estimation that such Showers (group) per head 3familyunitsonaveragerequire75% of water and
sewer service of Sinks: Surgeons 3anaveragesinglefamilyunit.)
Flushingrim (with valve) 8Commercial - Industrial - Institutional Service (trap standard) 31700/ERU - Fixture unit schedule from Southern Plumbing Code Service (P trap) 2willbeused. One ERU will be charged for
connection and up to twenty (20) fixture
Pot, scullery, etc. 4
units.
For projects having more than twenty (20) fixture
Urinal, pedestal, syphon jet blowout 8
units the Impact Fee will be increments of 258 Urinal, wall lip 4
based on multiples of five (5) fixture units above Urinal, stall, washout 4
the twenty (20) fixture unit base for the first Urinal trough (each 6' section) 2ERU. (Example: twenty-five (25) fixture units
will be rated as 1.25 ERU; twenty-six Wash sink (circular or multiple) each set of faucets 226) fixture
units will be rated as 1.5 ERU. ) Water closet, private ( tank operation) 4
3. Water Meter Connection Fees
Water closet, public (valve operation) 8Nr!
Fixtures not listed above: Trap size 1-1/4" Or less 1
t
WATER METER SIZE Trap size 1-1/2" 2
3/4" $EE130. Trap size 2" 3
210. Trap size 1-1/2" 41.
1-1/2- 400. Trap size 3" 5
soo.
3" Trap size 4" 6
2,900. or they install4" Reference: Standard Plumbing Code, Table 1304.1 page 13-4 and4,400. or they instal6"
7,520. or they install Table 1304.2 page 13-5.
4. Sewer Connection Fee
Standard 4" Residential Connection - $260.
Non-standard connection - TO BE DETERMINED
NOTE: ANY WATER OR SEWER TAP WORK THAT REQUIRES ANY STREET CUT ORTUNNELINGOFTHEPAVEMENTWILLBEANADDITIONAL $250 FOR EACH SUCH TAP.
CITY OF SANFORD
FIREDEPARTMENT FEES
FOR SERVICES PHONE #:
407-322-4952 DATE:
BUSINESS
NAME: ADDRESS:'
Z r PHONE
NUMBER:( ) PERMIT #:
PLANS
REVIEW TENT PERMIT BURN
PERMIT REINSPECTION TANK
PERMIT FIRE SYSTEM AMOUNT $
COMMENTS:
r.% 7— % S-r,- 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. I
certify that the above information
is true and correct
and that I will comply
with all applicable ll
codes and ordinances of the aApp
of
Sanford, 'da. Sanford
ire Preventioni isS' ture
1/
r ETAIL PERMIT SERVICES
SA National Permit Service Company
TRANSMITTAL
RE: Afterthoughts - Seminole Town Center - Sanford, FL
TO: Fire Marshal Cohen
City of Sanford
407-324-0868
FROM: Kent Fahey
Retail Permit Services.
800-556-8.641
DATE: June 30, 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,
22530 Townhall Court 0 Katy, Texas 77449 • Tel:(713) 347-2323 0 Fax:(713) 347-4060
lam,
TENANT IMPROVEMENT
tenant lay-out/build-out, interior remodel/finish)
Project
Afterthoughts
Seminole Town Center
183 Oregon Ave.
Space #P-3
Sanford, FL 32771
Owner:
Woolworth Corporation
233Broadway, 6th Floor New
York, NY 10279 212-
553-2128 Tom
Manwarren 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 33 Subdivision:
Seminole T.C. Size:
1,079 Sq. Ft. Value: $
30,000 No.
of Employees: 3-4 Start
date: July 15, 1995 Scope
of work: INTERIOR ALTERATION (existing retail lease space Applicant:
Retail
Permit Services 22530
Townhail Court Katy,
Texas 77449 800-
556-8641 Kent
Fahey Architect:
Prizm
Architects 1333
Corporate Drive Irving,
TX 75038 214-
71.4-0420 James
Hamill
BP 101 IO2 C7TY. OF 5ANFORD 9/ 12/95 Land
Master 50ecti on By Street Address 14 :27 : 24 Type
ooti ons . -press Enter. 1=
Select 5=View detail Opt
Street address Owner 214
TOWNE CENTER CR$1/87.50 8)22 ii:2563 FRIEDMANS JEWELERS 15 --._-...
TOWNE CENTER CR_ ___ _... SEM-Y-NOL.E. J_OWNE CENTE 21.
7-- __.. _ _ C_ENTER_CR/87.ra 7/31fgs-A2S2ft_AFTER_THOUGHYS_..___,_ 219
TOWNE
TOWNE
CENTER CR$3zs 7/7 9s-tt 2486, EVERYTHING BUT WATER 220
TOWNE CENTER CRiV87.so /i9NS74&24.S7 K--JEWLERS 222
G, 223
l TOWNE
TOWNE
CENTER
CENTER
CR9487.
Sb 8//(/qs-t# 2ssr9 CRis2oa
s/3o/9s-It- 2339 AND
COMPANY RUBY
TUESDAY.S 224
TOWNE CENTER CRtd97.S'6 5/3t j9sv 23LIo BENTLY . LUGGAGE 225
TOWNE CENTER CR 226
TOWNE CENTER CR%79G.2S Gfz-iJ95-*+246-6 FOOTLOCKER 228
TOWNE CENTER CR.4Q7S 7/zj/95dr ZSo9 BROOKSTONE 229
TOWNE CENTER CR$&So 8/9/qstt- -,-55o SWEET FACTORY 231
TOWNE CENTER CR1427,50 5-7-9 232
TOWNE CENTER CR NONE DUE SUNGLASS ,HUT 234
TOWNE CENTER CR4Co1;;o 17f s/4S.ft 2SZ1 SEMINOLE TOWNE CENTE G> d1/
t.t. Cooks e,
aeip F3=
Exit F 12=Cance'I 07-
04 SA MW KS IM II S1 A0 KB SP101IO2
CITY OF SANFORD 9/12/95 Land
Master- Selection By Street Address 14:27:52 Type
options, press Enter. 1=
Select 5=View detail Opt
Street address Owner, 235
TOWNE CENTER CRPI.51.50 61m51* 23so LIMITED TOO 236 TOWNE
CENTER CR 41'3op 8/9f4stt 25 s THE GREAT STEAK & PO 23£ TOWNE
CENTER CRI14ioz-So 7/Zo/g5#42507 SARK.U/JAPAN 239 TOWNE
CENTER CR LIMITED EXPRESS 240 TOWNE
CENTER CRI697S 2s4G FLAMERS CHARBOILED H 242 TOWNE
CENTER CRC/-787,15'0 T131W%At 2S33 NATURES TABLE 243 TOWNE
CENTER CR$Z27s 6/8/9sfr z35/7 EXPRESS BATH/BODY 244 TOWNE
CENTER CRA-?-` CAJUN CAFE 245 246
TOWNE
TOWNE
CENTER
CENTER
CR.
CRC
32S
7 45 2 F8S c' Iu1TWnL
F. F+ 19-4 GT E DIAMOND J
LM' S 247 TOWNE
CENTER CR 248 TOWNS
CENTER CRI1300 8131i9s1ZS73 SBARRO 249 TOWNE
CENTER CR lvbvf nu4 GEMiNftE TOWNE el,IqT FA r
c 250 TOWNECENTERCRi/e 62.So PANDA EXPRESS 251 TOWNE
CENTER CR S + F3=Exit
F12=Cancel 07-04
5A MW KS I I S1 A0 K$ r
FROM THE CITY BUILDING OFFICTAL
September 12, 1995fh
TO: All Concerned Departments
FROM: Gary Winn, Building Officials
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
CH,-Cft ow '-"E1 P/9yrcKy
FROM'KONICA FAX TO: 407 365 8538 JUL 27, 1989 211^AM P.0i
NORTHEASTERN REGIONAL OFFICE
Rlihl luf!TC1u CCIJTCII . l+Ctfl DUIILIUQTnIJ . SIT. I IL1LLu florLIB . UMILINUTON, Nj W545 _ 1MO1 bft-8556
6 {
r { 2
h
YS .nF ks,
September 12, 1995
d
i k M1
f x To whom it may concern;
Ahe -Thoughts is requesting a T'CO (Temporary Cefdfl tale Of Opel'auun} filial. We will
x not sell merchandise or conduct business until Seminole Town Canter receives the TCO or until
the center is ready to open.
A hard copy of this letter will be sent to the following address:
City of Sanford Building Department
300 N. Park Avenue
Sanford, FL 32771
Sincerely,
Marcia Deputy
t Regional Coordinator,
t;
AfterThoughts/Carimar
f-
J
yFE}
4 43A'
To Fire Marshal of Sanford:
I Terry S. Maze request it0ection
of space VC-9 in theSerninole Town 0 T
attheaboveaddressforin order to stock and train my employees. I
will not open the store u till the Seminole Town Center Mail has it's Co.; Sincerely,
Terry
S. Maze President
Mail
rot
CITY OFF SANFORD
FLRE.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
qr-
DATE: 0 / PERMIT #:
J VU—/
BUSINESS NAME: T%ic> /, jS
ADDRESS•. I-)
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ C 0 !q;k
COMMENTS: /117 Q,(% T 4=2 min 16 Ae
3
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.
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
ity of Sanford, Florida.
Sanford" Frre'Preventiot /V A1)plicaht-9'Si4fiatu
CITY OF SANFORD, FLORIDA
PERMIT NO. DATE —
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME /'I C t c ` l apt
ADDRESS OF JOB 7Ow n t Cent"', C T Ser",Je n ire
CtAttr
ELEC. CONTR. QJ LOW 4 cC f`iC Residential Non-residentialx E
Subject to rules and regulations of the city and, national electric codes.
Number AMOUNT s
Alteration Addition Re air
Chan e of Service Re _
ommercial
h
Mobile Home
i
I
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Amp Service
201 Amp and above
New Commercial go Amp Service
0
Application Fee
TOTAL
By signing this application I am stating I will be in compliance with the NE inc ing Article 110. Section 110-9 nd 110-10
Building Official Master Electricia
C-c- 0000a $v
STATE COMPETENCY NO.
CITY OF SANFORD, FLORIDA
PERMIT NO. DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'SNAME ADDRESS
OF JOB t-c%vx) 6( ! < LJr MECHANICAL
CONTR. RESIDENTIAL
COMMERCIAL Subject
to rules and regulations of Sanford mechanical code. NATURE
OF WORK Master
Mechanical COMPETENCY
CARD NO.
GjCCITY OF SA/NFORD, FLORIDA
PERMIT NO I J ' D J DATE _
s
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WOR
OWNER'S NAME
ADDRESS OF JOB`"'- --
PLUMBING CONTR e0vv. Res. _ Comm.
Subject to rules and regulations of Sanford plumbing code.
Residential: I Number
Alteration, Addition, Repair I
Amount
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap 14
Sewer r I
Water Piping_
Gas Piping
Factory -built housing
Mobile Home
Application Fee
Minimum Commercial Permit: S25. oo A Total
Master Plumber
COMPETENCY CARD NO.
APPLICATION FORsxBUILDING PERMIT
CITY OFt`SANFORD, FLORIDA
DATE 71)L,5/)b
To the Building Official:
PERMIT NO. y3 ` l
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRES
NATURE OF WORK S(Q S I (ice L OX4
LEGAL DESCRIPTION
APPLICANT'S NAME
N
f
APPLICANT'S ADDRESS
APPLICANT'S PHONE NUMBER i
VALUATION 1 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 cod and ordinances
of the CiAafijord, FL.
Building icial ttt Signature
FROM LETTERS INTERNATIONAL CORPORATION SEP.14.1995 11:07 AM P 2
09/14/95 10:20 V317 685 7222 SIMON PROPERTY G (QO1/001
MS
k w"11,v1,'N1
Jim Felton April 10,1995
KgNNSY SHOE CORPORATION Via DU L.
213 Broadway 3642076
Now York, NY 10279-0099
6541395192
Reference: SIGN REVIEW
AFTERTHOUGHTS $EHINOLe TOWNE CENTER
SPACE #115-3 8ANFoRD, l+L
Dear Mr. Felton:
Yov sign design and construction drawings have been reviewed, and they arc approved as noted One
set of plans marked with review comments is enclosed for your records.
You are responsible for informing your vendor of pertinent Jesse requirements, procedures for chsoking in
w;th the appropriate, 1,andlord Repmentatives at the site, and all Mall Rules and Regulations,
Sincerely,
Direct Dial (317) 263.7916RobertL11orkay
Tenant Coordinator
Copy: Mail Manager, Central piles
MS/AFrsR9A1.362S
MERCHANTS 1'Ln2'A r'-)ST ornr.E Bc)x 7033 INDIANAPOLIS, INDIANA 46207 317.636-1600
R
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Ski 5-1 h PR-1 u&wmou
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E.EI'IDN 1h TEROP STDFEF->C
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SIGH FACfDdAT-Akt IR:NrsuRPA:E
U.L.:i£C H0D WH TRANSU MIT
COPAPONK 1W 190C
GEIEMAR91.1 WK
Soec. r !• ia.nnarf .mn i.
cp i. ,,4.8035
4, ALi1 1A.&Ijtl
BAR•FASTE14ED
ABOVE CEiuNG
l NOTE SPACING MUST BE
f EQUAL, ON BOTH ENDS
28"
TRMCAf I U MtATEDC iXNNELL.ETTERS
PAINITDTO HUNG FROM CEILING WITH I E)LA.
MATCH FETURNS ALUMI(y,L M _C.QI.vWil - COVERED
WITH T DIA. CHROME SLEEMNG.
DATE ME
t
SAT-N tts BER Ar 1a' SSEET NUPS ER: —,
oP,AYN a. CHECKED BY:
APRi'ti}_ z'"' APP. DATE,
a
LAU Rf VAS1 Ns APP— EEy,
FROM : LETTERS INTERNRTIONRL CORPORATION SEP.13.1995 12:06 PM P 5
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9
NORTHEASTERN REGIONAL OFFICE4*4ip BURLINGTON CENTER • 2501 BURLINGTON - MT. HOLLY ROAD • BURLINGTON, NJ 08016 • (609) 239-8388
September 12, 1995
O
To whom it may concern:
AfterThoughts is requesting a TCO (Temporary Certificate of Operation) final. We will
not sell merchandise or conduct business until Seminole Town Center receives the TCO or until
the center is ready to open.
A hard copy of this letter will be sent to the following address:
City of Sanford Building Department
300 N. Park Avenue
Sanford, FL 32771
Sincerely,
Marcia Deputy
Regional Coordinator,
AfterThoughts/Carimar
APPLICATION. FQR,BUILDING PERMIT
CITY OF SANFt7RD, i 3R'IDA
ageDATE (5 PERMIT NO.
To the Building Official.:
The undersigned hereby applies for a permit for the
following described work: "'A, RCZ, TA006A P-3
OWNER .JI//1 C -I o(A)AIC [ '..Lsi"Y OU t p
ADDRESS
NATURE OF WORK LIt1'f/4 S/oXg/ 4/617 5 /
LEGAL DESCRIPTION
APPLICANT'S NAME 5'nfGrf
APPLICANT'S ADDRESS 719 &--sydla^rf 12z b:w&&,-y2
APPLICANT'S PHONE NUMBER
VALUATIONlJ j 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 ordinances.
of the City of Sanford, FL.
uildin Official Applicant's Signature
State No. 609- / 7000/,9j`
L._ -
Hydraulics Summary Sheet
SOUTHEAST FIRE SPRINKLERS, INC. Designer: DAVID HUYSMAN III
799 BENNETT DRIVE Calc By: DAVID HUYSMAN III
LONGWOOD, FLORIDA 32750 Date: 8-14-95
Project Information
AFTERTHOUGHTS
SPACE #P-3 SEMINOLE TOWNE CENTER
SANFORD, FL
Contract No: 65102
Building: SEMINOLE TOWNE CENTER
System ID: @NS7000
Ref Drawing: FP1
Const: STEEL -NON COMBUSTIBLE
Occupancy: MERCANTILE
Authority: CITY OF SANFORD
1--------------------------------------------I
System Information
Hydraulics Design Criteria
Standard: NFPA 13
Hazard: ORDINARY HAZARD
Figure: 5-2.3 Curve: 3
System Type: WET
Density: .20 GPM/SgFt
Remote Area: 1079 SgFt
Spr Cov= 130 SgFt
Sprinklers & Nozzles
Manufac: CENTRAL
Model: MODEL "GB"
Size: 1/2
K-Factor: 5.6
Temp Rating: 155
Hydraulics Information
Demand...
Sprinkler
Required Pres: 52.40 PSI
Required Flow: 317.97 GPM
Static Elev: 0.00 Ft
System
Total Pres: 52.40 PSI
Add'l Flows: 0.00 GPM
Hose at Srce: 250.00 GPM
Total Flow: 567.97 GPM
Supply...
Water Flow Test
Static: 60.00 PSI
Residual: 49.00 PSI
Oty Flowing: 1511.00 GPM
FT Elevation: 0.00 Ft
Date: Time:
By.
Pump Data
Rated 0.0 PSI@ 0.0 GPM
Boost Pres ( NA?) PSI
Discharge Pres (NA) PSI
Discharge Flow (NA) GPM
Combined
Static: (NA) PSI
Residual: (NA) PSI
Flow: (NA) GPM
Available...
P) 58.20 PSI@ 567.97 GPM
F) 52.40 PSI@ 1237.16 GPM
Margin...
Pressure: 5.80 PSI
Flow: 669.19 GPM
Sigma Dynamics Corporation 7700 Hydraulics
SUBMITTAL SERIAL N0:2968HY1
Afterthoughts
Elfrink Construction
FLOW TEST RESULTS
Water Supply
STATIC 60.00 PSI
RESIDUAL 49.00 PSI @ 1511.00 GPM
CITY PRESSURE AVAILABLE AT 568.0 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
200 25.70 18.20 5.60 21.06
201 23.72 19.60 5.60 17.94
202 19.60 19.60 5.60 12.25
203 18.89 15.00 5.60 11.38
204 26.24 17.60 5.60 21.95
205 25.43 17.00 5.60 20.63
206 23.47 18.20 5.60 17.57
207 19.39 18.20 5.60 11.99
208 18.69 15.00 5.60 11.13
209 26.11 17.00 5.60 21.74
210 24.10 18.20 5.60 18.52
211 19.92 18.20 5.60 12.65
212 19.20 15.00 5.60 11.76
213 27.51 15.00 5.60 24.13
TOTAL WATER REQUIRED FOR SYSTEM
OUTSIDE HOSE STREAMS AT 0
TOTAL WATER REQUIREMENT
PRESSURE REQUIRED AT 0
MAXIMUM PRESSURE UNBALANCE IN LOOPS
MAXIMUM VELOCITY FROM 4 TO 5
58.20 PSI
317.97 GPM
250,00 GPM
567.97 GPM
52.40 PSI
0.00 PSI
30.40 FPS
OS-15=1995 PAGE`1
SUBMITTAL SERIAL NO:2968HY1 08-15-1995 PAGE 2
Afterthoughts
Location flow Pipe fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
102 202 1.049 L 3.00 C=120 PT 12.25 202)
Q 19.60 F=T F 5.00 PE 1.30
DR T 8.00 0.1254 PF 1.00
PT 11.95 102 )
113 213 1.049 L 3.00 C=120 PT 24.13 213)
Q 27.51 F=T F 5.00 PE 1.30
DR T 8.00 0.2347 PF 1.88
12 113 1.049 L 5.00 C=120 PT 24.71 113)
Q 27.51 F=T F 5.00 PE 0.00
BN T 10.00 0.2347 PF 2.35
PT 27.06 12 )
112 212 1.049 L 3.00 C=120 PT 11.76 212)
Q 19.20 F=T F 5.00 PE 1.30
DR T 8.00 0.1207 PF 0.97
111 112 1.049 L 8.00 C=120 PT 11.43 112 )
Q 19.20 F=0 F 0.00 PE 0.00
BN T 8.00 0.1207 PF 0.97
PT 12.40 111)
111 211 1.049 L 3.00 C=120 PT 12.65 211 )
Q 19.92 F=T F 5.00 PE 1.30
DR T 8.00 0.1292 PF 1.03
110 111DQ 19.20 1.049 L 14.00 C=120 PT 12.38 111)
Q 39.12 F=O F 0.00 PE 0.00
BN T 14.00 0.4503 PF 6.30
PT 18.68 110 )
110 210 1.049 L 3.00 C=120 PT 18.52 210)
Q 24.10 F=T F 5.00 PE 1.30
DR T 8.00 0.1838 PF 1.47
109 110DQ 39.12 1.380 L 12.00 C=120 PT 18.69 110 )
Q 63.22 F=C F 0.00 PE 0.00
BN T 12.00 0.2878 PF 3.45
PT 22.14 109 )
109 209 1.049 L 3.00 C=120 PT 21.74 209)
Q 26.11 F=T F 5.00 PE 1.30
DR T 8.00 0.2131 PF 1.70
12 109DQ 63.22 1.380 L 3.00 C=120 PT 22.14 109 )
Q 89.33 F=T F 6.00 PE 0.00
BN T 9.00 0.5455 PF 4.91
SUBMITTAL SERIAL N0:2968HY1 08-15-1995 PAGE 3
Afterthoughts
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
5 12DO 27 .51 2.067 L 4.00 C=120 PT 27.05 12 )
Q 116.84 F=0 F 0.00 PE 0.00
NC T 4.00 0.1253 PF 0.50
PT 27 .55 5 )
108 208 1.049 L 3.00 C=120 PT 11.13 208 )
Q 18.69 F=T F 5.00 PE 1.30
DR T 8.00 0.1148 PF 0.92
107 108 1.049 L 8.00 C=120 PT 10.75 108)
Q 18.69 F=0 F 0.00 PE 0.00
BN T 8.00 0.1148 PF 0.92
PT 11.67 107 )
107 207 1.049 L 3.00 C=120 PT 11.99 207)
Q 19.39 F=T F 5.00 PE 1.30
DR T 8.00 0.1229 PF 0.98
106 107DQ 18.69 1.049 L 14.00 C=120 PT 11.67 107)
Q 38.08 F=0 F 0.00 PE 0.00
BN T 14.00 0.4282 PF 5.99
PT 17.66 106 )
106V 206 1.049 L 3.00 C=120 PT 17.57 206) Q
23.47 F=T F 5.00 PE 1.30 DR
T 8.00 0.1750 PF 1.40 105
106DQ 38.08 1.380 L 12.00 C=120 PT 17.67 106) Q
61.55 F=O F 0.00 PE 0.00 BN
T 12.00 0.2738 PF 3.29 PT
20.96 105 ) 105
205 1.049 L 3.00 C=120 PT 20.63 205) Q
25.43 F=T F 5.00 PE 1.30 DR
T 8.00 0.2030 PF 1.62 11
105DQ 61.55 1.380 L 3.00 C=120 PT 20.95 105) Q
86.98 F=T F 6.00 PE 0.00 BN
T 9.00 0.5192 PF 4.67 10
11 2.067 L 7.75 C=120 PT 25.62 11 ) Q
86.98 F=0 F 0.00 PE 0.00 NC
T 7.75 0.0726 PF 0.56 PT
26.18 10 ) 104
204 1.049 L 3.00 C=120 PT 21.95 204 ) Q
26.24 F=T F 5.00 PE 1.30 DR
T 8.00 0.2150 PF 1.72
SUBMITTAL SERIAL N0.2968HY1 08-15-1995 PAGE 4
Afterthoughts
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
10 104 1.049 L 8.75 C=120 PT 22.37 104)
Q 26.24 F=T/2E F 9.00 PE 0.00
BN T 17.75 0.2150 PF 3.82
PT 26.19 10 )
103 203 1.049 L 3.00 C=120 PT 11.38 203)
Q 18.89 F=T F 5.00 PE 1.30
DR T 8.00 0.1171 PF 0.94
102 103 1.049 L 8.00 C=120 PT 11.02 103)
Q 18.89 F=0 F 0.00 PE 0.00
BN T 8.00 0.1171 PF 0.94
101 102DQ 19.60 1.049 L 14.00 C=120 PT 11.96 102 )
Q 38.49 F=0 F 0.00 PE 0.00
BN T 14.00 0.4369 PF 6.12
PT 18.08 101)
101 201 1.049 L 3.00 C=120 PT 17.94 201)
Q 23.72 F=T F 5.00 PE 1.30
DR T 8.00 0.1784 PF 1.43
100 101DQ 38.49 1.380 L 12.00 C=120 PT 18.07 101)
0 62.21 F=0 F 0.00 PE 0.00
BN T 12.00 0.2793 PF 3.35
PT 21.42 100)
100 200 1.049 L 3.00 C=120 PT 21.06 200)
Q 25.70 F=T F 5.00 PE 1.30
DR T 8.00 0.2070 PF 1.66
10 100DQ 62.21 1.380 L 3.00 C=120 PT 21.42 100)
Q 87.91 F=T F 6.00 PE 0.00
BN T 9.00 0.5296 PF 4.77
5 100Q 113.22 2.067 L 4.00 C=120 PT 26.19 10 )
Q 201.13 F=0 F 0.00 PE 0.00
NC T 4.00 0.3423 PF 1.37
4 5DQ 116.84 2.067 L 2.50 C=120 PT 27.56 5)
Q 317.97 F=0/T F 10.00 PE 0.00
FM4 T 12.50 0.7987 PF 9.98
3 4 4.260 L 120.00 C=120 PT 37.54 4)
Q 317.97 F=0/T F 16.00 PE 0.00
FM3 T 136.00 0.0236 PF 3.21
SUBMITTAL SERIAL N0:296°8HY1 08-15-1995 PAGE 5
Afterthoughts
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
2 3 6.357 L 54.00 C=120 PT 40.75 3)
Q 317.97 F=E/T F 35.00 PE 0.00
FM2 T 89.00 0.0034 PF 0.30
1 2 6.357 L 15.00 C=120 PT 41.05 2)
Q 317.97 F=BV/E F 20.00 PE 6.50
FR T 35.00 0.0034 PF 0.12
0 1 8.249 L 10.00 C=120 PT 47.67 1)
Q 317.97 F=DCA/ALV,T F 33.00 PE 0.00
FM1 T 43.00 0.0009 PF 0.04
8" Febco Mod. 805YD - Double Check Assembly 4.00
8" Central Alarm Valve 0.70
PT 52.41 0 )
125
120
115
110
105
100
95
90
ti6
80
75
70
a_
56
60
46
40
36
30
26
20
16
1a
6
a
Afterthoughts
Sigma Dynamics Corporation
7700 Supply I Demand Graph
Margin
Pressure S.80 PSI
Flow 669.19 GPM
0
o
C
D
200 400 600 800 1000 1200 1400 Ism 1800 20
System Demand..
Sprinkler Demand 52.40 PSI @ 317.97 GPM
Additional Flows 0.00 GPM
Hose at Source 250.00 GPM
Total Demand S2.40 PSI @ S67.97 GPM
Water Flaw (GPM)
Water Supply..
Static 60.00 PSI
Residual 49.00 PSI 0 1S11.00 GPM
Elevation 0.00 PSI
r
DO
M:
prinklerG
Upright, Pendent and Recessed
Pendent
Glass Bulb Automatic Sprinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product Technical
Description 91 Data
The Central Model GB Upright and Model: GB
Pendent and Recessed Pendent Style: Upright, Pendent or Recessed
Automatic Sprinklers are standard Pendent (adjustable)
spray sprinklers. They incorporate the Escutcheon: Model GB'/2" Recessed
latest in heat -responsive, glass bulb Note: For the recessed version, only the
technology, which results in a much
Model GB'%" Recessed
smaller more attractive sprinkler than
Escutcheon assembly may be
used. Substitution of other
those manufactured with a more "recessed" escutcheons may
traditional design approach. The impair the operating sensitivity and
operating mechanism consists of a distribution pattern and void
liquid -filled 5 mm diameter frangible manufacturer's warranty.
capsule that is only 1.6 cm in length. Orifice Size: '/2" (12.7mm)
The Model GB Automatic Sprinklers K-Factor: 5.6 (80.08) nominal
are intended for installation in Thread Size: '/2" (12.7mm) N.P.T.
accordance with current NFPA 13 Temp. Rating & Glass Bulb Color:
Standards. They are available in 1/2" 135°F/571C Orange
orifice size and a variety of 1550F/680C Red
temperature ratings, finishes and 1750F/790C Yellow
decorative coatings.
200°F/930C Green
The Model GB Recessed Glass Bulb
2860F/141°C Blue
360°F/1820C Purple (3600 not F.M.
Automatic Sprinkler incorporates a Approved)
significant cost saving feature; a 2- Approvals: UL, U.L.C, F.M.
piece special escutcheon assembly Meets: MIL-STD-910C, MIL-STD-167-1,
that provides for W of field adjustment and MIL-STD-810-C shock,
resulting in an easily accomplished vibration, and salt fog tests for
tight fit against the ceiling. maritime applications.
Maximum Working Pressure: 175 P.S.I.
Operation: The glass bulb capsule Factory Hydro Test: 100% at 500 p.s.i.
Standard Finishes:
operating mechanism contains a heat- Sprinkler: brass or chrome plated
sensitive liquid that expands upon Escutcheon: brass or chrome plated
application of heat. At the rated Corrosion -Resistant Coatings (U.L. Only):
temperature, the frangible capsule white and black painted
ruptures thereby releasing the orifice Highest Allowable Ambient Temperature for
seal. The sprinkler then discharges Storage of Sprinklers: 1001F/381C
water in a pre -designed spray pattern Adjustable Range Below Ceiling:
to control or extinguish the fire. 3/4" to 13/8"
Length: 2" (31.8 mm)
Width: 1 " (25.4 mm) (frame arms)
Weight: 2.0 oz. (56.7grams) Pendent
For specific listing requirements, see the appropriate 2.5 oz. (70.9 grams) Upright
information contained in this brochure. 3.5 oz. (99 grams) Recessed Pendent
2" Orifice 11"
Automatic
Sprinkler
No. 3.6.0
Figure 1
11And al (M I lnrinhf Cnrinlrlor
Figure 2
Model GB Pendent Sprinkler
t
t /
1
FACE OF
REDUCING I I
COUPLING
1 11/16" Ref.
2
V
1 3/16" Diameter i
Figure 3
Model GB Recessed Pendent Sprinkler
t1
tt
t
2" Minimum Diameter / 1
1 2 1/4" Maximum Diameter j
t 1 FACE OF REDUCING
1 I COUPLING
SUPPORT CUP j I
I I
I I
Model GB t/ 2" Recesse `
Escutcheon 1
1 MAX.
3/8" MIN.
71,
3/32" FINISHED
CEILING
LINE
1 3/8" MAX.
3/4" MIN.
T
1 13/16"
2 7/8" Diameter
2
Design Requirements — Standard Applications
The Model GB Recessed Automatic Sprinklers are intended for area coverages,
flow and pressure requirements as specified in current NFPA 13 standards.
When installed in the recessed position, the recessed cup escutcheon and
sprinkler are listed together as a single unit and must be so utilized.
Installation
All Central Model GB Upright,
Pendent and Recessed Pendent
Automatic Sprinklers must be
installed according to current NFPA
13 Standards. Deviations from these
requirements and standards or any
alteration to the sprinkler itself will
void any warranty made by Central
Sprinkler Company. In addition,
installation must also meet local
government provisions, codes, and
standards as applicable.
The system piping must be properly
sized to insure the minimum required
flow rate at the sprinkler. Check for
the proper model, style, orifice size,
and temperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected
from freezing.
Upon completion of the installation,
the system must be tested per
recognized standards.
In the event of a thread leak,
remove the unit, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the upright position for upright style
sprinklers, and in the pendent
position for pendent style sprinklers.
The recessed pendent must be
installed with the deflector not less
than 3/4" nor more than 1 %" below the
ceiling.
Step 2. The face of the sprinkler
fitting should be installed a nominal
to 1" behind the finished ceiling
line, as shown in the installation
Diagram on page 2. Adjustments
may be made via the push -on
escutcheon plate to compensate for
variations in the fittings.
Do not use the push -on escutcheon
plate to hold the unit in position. The
sprinkler will function properly only
when the system piping is anchored
to the building structure. Otherwise,
reaction force from system initiation
could alter the sprinkler alignment
and disrupt the spray pattern.
Step 3. Use only a non -hardening
pipe joint compound or Teflon" tape.
Apply to the male threads only.
Step 4. Hand tighten the sprinkler
into the fitting. For upright sprinklers,
use a Central Sprinkler Combination
Wrench, for pendent and recessed
pendent sprinklers use a Central
Sprinkler Universal Wrench, to tighten
the unit into the fitting. A leak -tight
joint requires only 7 to 14 ft.-Ibs. of
torque; a tangential force of 14 to 28
lbs. delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft.-Ibs. may distort the
orifice seal, resulting in leakage.
Teflon is a trademark of the DuPont Corp.
Combination Wrench (Part #1106)
for upright sprinklers)
Universal Wrench (Part #1122) (for
pendent and recessed pendent sprinklers)
Step 5. To install the escutcheon
plate, align it with and press it over
the sprinkler body until the outer edge
of the escutcheon meets the
mounting surface.
Caution: Special care must be taken
when installing pendent sprinklers
with a CPVC system. Sprinklers
must be installed after the CPVC
manufacturer's recommended setting
time for the primer and cement to
ensure that neither accumulate within
the sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler nipple and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
Care &
Maintenance
Sprinklers must be handled
carefully. They must not be
transported or stored where ambient
temperature may exceed 100°F/380C.
For best results, store them in a dry,
cool location in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner
must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA Standard 25 entitled,
Inspection, Testing and Maintenance
of Water -Based Fire Protection
Systems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority
Having Jurisdiction may have
additional regulations and
requirements for maintenance,
testing, and inspection that must be
obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length
of time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers of the
same type and temperature rating as
replacements.
Because the discharge pattern is
critical to protection of life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
1994 Central Sprinkler Company
Printed in U.S.A.
the original configuration, additional
sprinklers must be installed to
maintain the protection level.'
Do not attempt to replace sprinklers
without first removing the fire
protection system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
affected during system shutdown. A
fire watch during maintenance
periods is a recommended
precaution.
To remove the system from service
mode, first refer to the system
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install the replacement, using
only the sprinkler wrench. Be certain
to match model, style, orifice, and
temperature rating.
A fire protection system that has
been shut off after an activation
should be returned to service
immediately. Inspect the entire
system for damage and replace or
repair as necessary. Sprinklers that
did not operate but were subjected to
corrosive elements of combustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authority Having Jurisdiction will
detail minimum replacement
requirements and regulations.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
Price List for further details of the
warranty.
CENTRAL
Ordering
Information
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available `
throughout the U.S. and Canada, and
internationally, through a network of
Central Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call (215) 362-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 foot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa d
0.0689 bar
0.0703 kg/cm2
1 U.S. gallon = 3.785 dm3
3.785 liters
Conversions are approximate.
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
GB.4