167 Towne Center Cir - BC95-001941 (INTER REMODEL) DOCUMENTSIk,
r
ZONE
CONTRACTOR
ADDRESS _
PHONE #
LOCATION A02 T411le d 2
Genler G(-ofc7-owne,
DATE 61,, /(75-
OWNER
ADDRESS r v!t V
PHONE #
PLUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR GCC 4.SG L
ADDRESS
PHONE #
j MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (_)
FINISHED FLOOR
1,3dmbor Ca
SUBDIVISION: G4-
PERMIT' # 9'SI Z'/L/ / LOT NO.
JOB
COST $ 0 vU
FEE $ q6 f a 7
STATE NO.
jD
FEE $
FEE $
FEE $
SECTION:
SQUARE FEET: 2 l .
MODEL: /
J
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EPI:
6) - U
BP101IO2 CITY OF SANFORD
Land Master, Selection By Street Address
Tvoe ors ti ons . press Enter,.
1=Select 5=View detail
Opt Street address
136 TOWNE
W
137 TOWNE
140 TOWNE
141 TOWNE
150 TOWNE
151 TOWNE
152 TOWNE
155 TOWNE
156 TOWNE
157 TOWNE
159 TOWNE
160 TOWNE
161 TOWNE
164 TOWNE
165 TOWNE
9/12/9
14:24:21
Own er•
CENTER CR 997s 05/95_ aa58 GAP STORE
CENTER CR
CENTER CR GAP KIDS
CENTER CR blZ,SO 'I1loI45_ 2ijgS MAYOR JEWELERS
CENTER CR59V57.5n 2<199 NINE WEST
CENTER CR
CENTER CR,'98-/2,5v (,1-z1,,ksi+247gTALBOTS
CENTER CRC/95o 8/ii%9s,H 2ssq BARNIE' S COFFEE & TE
CENTER CR4//37,s'o S/1195:r4255 BODY SHOP
CENTER CR$3/z,so 2y90 GODIVA
CENTER CRS'g7S 23q'9 VICTORIA SECRETS
CENTER CR,,iee(z,so 4o12Vgs.-s 24(oz LERNERS DEPT STORE
CENTER CR NofuC DcG PIERCING PAGODA
CENTER CR SEMINOLE,TOWNE CENTE
CENTER CR1897s S/rv/9s# 2553 AMERICAN EAGLE OUTFI +
F3=Exit F12=Cancel
07-04 SA MW KS IM II
BP101IO2 CITY OF SANFORD
Land Master- Selection By Street Address
Tvoe options. press Enter-.
1=Select 5=View detail
oot Str•Eet address
166 TOWNE
167 TOWNE
168 TOWNE
169 TOWNE
170 TOWNE
171 TOWNE
173 TOWNE
1 7 5 TOWNE
176 TOWNE
177 TOWNE
179 TOWNE
180 TOWNE
181 TOWNE
182 TOWNE
183 TOWNE
F3-Exit F12=Cancel
S1 AO KB
9/12/95
14:25:06
Owner
CENTER CR-4/87.S0 S/5/95,0 254,/J RIGGINS
CENTER CRX'VS7,5-0 [o/36/95o 2g8c) BOMBAY CO
CENTER CR)975 6/'2-7/Gs,tr 2,16,7 LADY FOOT LOCKER
CENTER CR NOJE_ DUG SUNGLASS HUT (KIOSK}
CENTER CR%6.5o s/10vs a 2562 GARDEN BOTANIKIA
CENTER CRXy37.so 7/3r/95tt2517 CARLTON CARDS
ENTER CR.9(,5p 7/3//95tr 2 -0 GYMBOREE STORE
CENTER CR$2g87 A SHOP CALLED MANGO
CENTER CR SEMINOLE TOWNE CENTE
CENTER CRt PETITE SOPHISTICATES
CENTER CRt325 k/zv/95tc 25&5" PATCHINGTON
CENTER CR 144-104 2L T lllplC 1=
CENTER CR
CENTER CR$1/97,S-0 7/Zy/!J,w- /2 G N C
CENTER CR NoN G DOG LETS TALK CELLULAR
07-04 SA MW KS IM II S1 AO KB
FROM THE C1W BUILDIENG OFFICIM,
September 12, 1995
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
ie-nor-S o
cyan ow /E& P97:o"70 '>
zEP 11 Flc--- 5C71FTI EIIDHBA'r' REPLTY MGT
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BOMBAY REALTY MANAGENAENT COMPANY
FI-10NE ;2117 ?47,8279 ' FAX (8171 877-,?073
P,';LEY A" ENIJ , SL,-'ITE 700 , rORNT H, FIEA= 76107
September 11, 1995
City of Sanford
300 North Parke A e,
P.Q. Box 1788
Sanford, FL 32771
re: The Bombav Companv - Semm.Ae Tow.n Center
Sanford, FL
Attn: Building. Department
V
P. 2/'2
Please acceptthis Ittter as noiificatilon that i he Bombay Coirpany will. no-, use the above mentioned space, for
puij)oses other thai-i -,Aocking and training, until the Cenifi.cat-- of Occu-pang is released to the Seminole Town
Center Mall Office.
Should you require andadditional infor-i-nationor have a-rq qpL-,e.,jons pl-,asecontact me n (8 17) '47-8288, Sincerely,
Nficbelle
Mims Construction
Coordinator
BOMBAY REALTY MANAGENIEN
50 BAiLD AVENUE, SUITE f r(,)Rl
Svtember 111, 1995
City of 5a.11601'2
300 North Park Ave
P.O. Box 1788
Sanford, L
3FT, 2-m
I
I— ; The Borribxv corqq)--ujy soq:, eylter
Sanford, FL
Attti. Buildin,-, Ddpartment
P
Please, accept this 11ijz:j- a!, 1hF -Bomba- j, e CCitioned space, forPul])MesOU1011huistockit-gand -rI refeased to the Svrl.'T CentexMallOffice, 0 _rI Should,
you requirc any additional lrufonjatjotl or have any qu estikm,.-, rd,;sk -uritacl me at (817) 3-417-8288, Sincerely, Michelle
Mims
Construction Coordinator
CERTIFICATIONSM
i PROJECTr,
v
i ADDAESS
I, C,
THE D*TA PRESENTED IN THIS REPORT IS AN EXACT RECORD O SYSTEM PERFORMANCE AND WASOB'TAIVED IN ACCORDANCE WITH NEBB STANDAP&PROCEDU S. ANY VARIANCES FROM DESIGNiQUAN'FITIES *HICH EXCEED NEBB TOLERANCES ARE NOTED ROUGHOUT'PHIS REPORT.
HE Alit DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALAN D AND FINAL ADJUSTMENTS HAVE BEEN
E IN ACCORDANCE WITKNEBB "PROCEDURAL STANDARD FOR TESTING- ADJUSTING-BALANCING' F ENIRON4ENTAL SYSTEMS" AND THE PROJECT SPECIFICATI )NS.
1
E
NAB CONTRACTOR BAY TO BAY'BALANCING INC.
REGi NO. 2675 CERTIFIED BY W, CARSON JUDGE DATE
i s
1
I in.t.,.l..r......:--------- --
L
1 CERTIFICATION
j
PROJECT
ADDRESS T'_ i iy, I
THE
DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD O OBTAIN
ED IN ACCORDANCE WITH NEBB STAN.,DARD PROCEDUP UANTITIES
WHICH EXCEED NEBB TOLERANCES ARE NOTED TI THE
AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALAN MADE
IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARD DF
EWIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICAT] NF413
CONTRACTOR BAY TO BAY BALANCING, INC. REG:
NO. 2675 CERTIFIED BY W. CARSON FUDGE f
4»
I
J1
lq7A CERTIFIED BY: NEBb
CONTRACTOR BAY TO BAY BALA i
ti
TAB
SUPERVISOR W. CARSON JUDGE REG
NO. 2675 nnJJ
bATi7I
INC.
SYSTEM
PERFORMANCE AND WAS ANY
VARIANCES FROM DESIGN OUGHOUT
THIS REPORT. ED
AND FINAL ADJUSTMENTS HAVE BEEN FOR
TESTING - ADJUSTING -BALANCING DATE
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TO'd Idiol
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INS POw" of Mmmy is 6m-tbim day. Ion 30, IM. by Ctv* p, MOCImm ggsa m"W
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N"' By Gu9m P. LAWWN
MY CM=N a CC 444644
DPW: MWO 12, 1999
TO*d L23S0ZZLOV 1 01 33ddSNns NNI ),UaI-IOH W08d WdEZ:20 S661-02-90
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rd7— CITY OF SANFORD, FLORIDA
LIGATION FOR BUILDING PERMIT4
PER AT ADDRESS 5Ph(,1-- EE '-% TowNr=r,,rz t
Total Contract Price of Jobl. (p
0.
Describe Work N
Type of Construction
Number of Stories
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
OWNER S&mrN61G
ADDRESS
Number
PERMIT NUMBER
Total Sq. Ft.
Flood Prone (YES) (NO)
of Dwellings Zoning
Commercial Industrial
lease attach printout from Seminole Count
PHONE NUMBER
CITY r-/V Ecdw& STATE T! LVI-4914 Z I P %a '
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
CONTRACTOR ,SC#e.}7-PHONE NUMBER
ADDRESS ST. LICENSE NUMBER /01dQ
CITY (d 1C-(;dO eD STATE F[, ZIP 3z"IS)
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 Contractor & DateSignatureofOwner/Agent & Date
Type or rin Contractor's NameTypeorPrintOwner/Agent Name
S.ig of 'Notary & Date
Official Seal)
Signature of Notary & Date
Official Seal)
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oe WY Pvo'e¢ A FAYE CARTER
My Commission OC353520
Expires Mar. 07, 1998
Bonded by ANB
r'r nv FtcAo 800-882-5878
Application Appro ByY_ Date:
FEES: Building Rado Police ire1,- Lt,,
Open Space Roa aitact A plication
PERMIT VALIDATION: CHECK CASH DATE r7l,/ v( BY
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TA OFF CE) GOLD (CO. ADMIN)
THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE
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CITY OF SANFORD, FLORIDA
PERMIT NO.
C !
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iI DATE o q
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S'NAME bCAJ -,
ADDRESS OF JOB M
MECHANICAL CONTR.
RESIDENTIAL COMMERCIAL
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
Master Mechanical
COMPETENCY CARD NO. Va
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: -3J `- PERMIT #:
BUSINESS
ADDRESS:
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT
COMMENTS: q 3 L.c-- L o
L all
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 or di ances f the
City of San rd or' a.
S nfor Fire Prevention
APPLICATION FOR BUILDING PERMIT
CITY OF SA -,-''LORIDA
DATE ' ! PERMIT NO. 61
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRES
7659
NATURE OF WORK r
LEGAL DESCRIPTION j,vlrt wOt-c"J iL,
APPLICANT'S NAME
APPLICANT'S ADDRESS %/s /"9-,i 7-7G
37-1S)
APPLICANT'S PHONE NUMBER (`0 J',f - .Sz S-?--
VALUATIONS FEE 5-1.- 0,0
FAILURE TO COMPLY WITH ,THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
1nTo l scj2 I
I certify that the above infor-
LG'LE T°IG G Ca--'77 ,`'4r7k&ion is true and correct and
A/ S r wiL ewj that I will comply with all
applicable codes and ordinances
of the City of Sanford, FL.
Buildin fficial Ap icant's gnature
State No. GT'pa6nasS
APPLICATION FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DATE
To the Building Official:
PERMIT NO-Y k
The undersigned hereby applies for a permit for the
following described work:
GE N /Not- E ; _0 u_) V GE NTH Pz 4!7D
OWNER In _ 1 V4& CJN /
ADDRESS'? Qz C`-Ts—T-r-. .
9)i 7 r1
NATURE OF WORK ' __
A);57 'YL ON e SlP- OF L e, TT-E-P
D-1 qY%/ UA u#7fAMT-D
LEGAL DESCRIPTION
60
2 e5 0 arc AD,,, ja , /)C A as,P
APPLICANT'S NAME
APPLICANT'S AJDDRESS
APPLICANT'S PHONE NUMBER //,.. 1L
VALUATION ! FEE
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS II
e!i7sY5F'ik1
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Build g Official
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.
Applicant's Signature
i
State No.
CITY OF SANFORD
FIRE:DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: % 9 PERMIT #: 915-6 5b
BUSINESS NAME:
ADDRESS/0 lO,rn .p -r e- Gi l
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ %
COMMENTS: //?
h /r- S %
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
Sanfo d ire Prevention
I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ord" ances of the
City 9f Snf r , Florida.
App1ic6At ignature
a
Sprinkler G8
Upright, Pendent and Recessed
Pendent
Glass Bulb Automatic Sprinkler.
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product Technical
Description Data
The Central Model G8 Upright and Model: G8
Pendent and Recessed Pendent Style: Upright. Pendent or Recessed
Automatic Sprinklers are standard Pendent (adiusrable)
spray sprinklers. They incorporate the Escutcheon: Model G8 ;2" Recessed
latest in heat -responsive, glass bulb Note: For the recessed version, only the
technoicgy, which results in a much Model G8 Y:" Recessed
smaller more attractive sprinkler than Escutcheon assembly may be
those manufactured with a more used. Substitution of other
traditional design approach. The "recessed" escutcheons may
impair the operating sensitivity andoperatingmechanismconsistsofadistribution
liquid -filled 5 mm diameter frangible manufacturer'sttwarranty.
capsule that is only 1.6 cm in length. Orifice Size: '.iz" (12.7mm)
The Model G8 Automatic Sprinklers K-Factor: 5.6 (80.08) nominal
are intended for installation in Thread Size: ',iz" (12.7mm) N.P.T.
accordance with current NFPA 13 Temp. Rating & Glass Bulb Color.
Standards. They are available in '' " 135'F/57°C Orange
orifice size and a variety of 155°F/680 Red
temperature ratings, finishes and 175°Fr790C Yellow
decorative coatings. 2000F/930C Green
The (Model G8 Recessed Glass But 286°F/141°C Blue
Automatic Sprinkler incorporates a 3600F/1820C Purole (36o° not F.M.
significant cost saving feature; a 2- AU.L.C. I.M.
d)
piece special escutcheon assembly Meets: MIL -STD 9 0C, MIL-STD-167-1.
that provides for 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. mantime applications.
Maximum Working Pressure: 175 p.s.i.
Operation: The glass bulb capsule Factory Hydro Test: 100% at 500 p.s.i.
operating mechanism contains'a heat- Standard Finishes:
sensitive liquid that axpandS upon Sprinkler. brass or chrome plated
Escutcheon: brass or chrome olatedapplicationofheat. At the rated Corrosion -Resistant Coatings (U.L only): temperature, the frangible capsule
ruptures thereby releasing the orifice
seal. The sprinkler then discharges
water in a pre -designed spray pattern
to control or extinguish the fire.
For specific listing requirements, see the acpropnate
information contained in this brochure,
white and black painted
Highest Allowable Ambient Temperature for
Storage of Sonnklers: 100°F/38°C
Adjustable Range Below Ceiling:
3/4" to 13/3"
Length: 2" (31.s mm)
Width: 1 " (25.4 mm) (frame arms)
height: 2,0 oz. (56.7grams) Pendent
2.5 oz. (70.9 grams) Upright
3.5 oz. (99 grams) Recessed Pendent
Na 3-6-a
Figure 1
Model GB Upright Sprinkler
1 3/8' DiameterI.--
Figure 2
Model. GB Pendent Sprinkler
1
1
1
I I
FACE OF I I
REDUCING
CCUPUNG
a
1 W 6' Diameter
Figure 3
Model GB Recessed Pendent Sprinkler
t 1
1
I t
t t
r '.rninium Diameter 1
2 114• mamunm Diameter
t t =ACE OF REDUCING
t 1 / COUPLING
SUPPORT CUP
1
I /
I I
I
Model GB 112' Recessedr f
scutcneon _a MAX.
i'
FINISHED
Az -
CEILING
UNE
1 318' MAX.
314' MIN.
II-
I
i
1 13116'
2 718' Drrrerer
Design
Data
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.
rAinstallation
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 far pendent style sprinklers.
The recessed pendent must be
instailed with the deflector not less
than'4" nor more than 1%" below the
ceiling.
Step 2. The face of the sprinkler
fitting should be installed a nominal
V 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 ate 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 Wrencn, 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.
Combination Wrench (Part #1106)
for upngnt spnnklers)
Universal Wrench (Part 91122) (for
oendent and recessed.Pendent spnnklers)
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
Terlon is a trademark of the DuPont Coro. sprinkler operation.
Care &
Maintenance
Sprinklers must be handled
carefully. They must not be
transported or stored where ambient
temperature may exceed 100'FiZI&C.
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 property. 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 reguiarty 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 pattem is
critical to protection of life and
prooerty, nothing should be hung or
attac;ied to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event :hat construction has altered
199a Central Spnnkler Comoany
Printed in U.S.A.
the original configuration, additional
sprinklers must be installed to
maintain the protection level.
4 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 'Natch during maintenance
periods is a recommended
precaution.
To remove the system from service
mode, first refer to the system
opera.ing gable 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.
a
CENTRAL
1041111110-
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
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 = 6.395 koa
0.0689 bar
0.0703 ,kg/cm2
I U.S. gallon = 3.785 dm3
3.785 liters
Conversions are approximate.
G8.4
S
Hydraulics Summary Sheet
SOUTHEAST FIRE SPRINKLERS, INC. Designer: DAVID HUYSMAN III
799 BENNETT DRIVE Ca.lc By: DAVID..HUYSMAN III
LONGWOOD, FLORIDA 32750 Date:'7-12-95
Projec Information Hydraulics Information
1 THE BOMBAY COMPANY Demand...
SPACE #E`-7 SEMINOLE TOWNE`CENTER Sprinkler
SANFORD, FLA. Required Pres: 51'.43 PSI
Required Flow: 440..52 GPM
Static Elev: 0.00 Ft
Contract No: 65080 System
Building: SEMINOLE TOWNE CENTER Total Pres: 51.43 PSI
System ID: ?hv57000 Add'l Flows: 0.00 GPM
Ref Drawing: FP-1 i Hose at Srce:_ 250.00 GPM
r Total Flow: 690.52 GPM
Const:'NON-COMBUSTIBLE
Occupancy:: MERCANTILE Supply...
Water Flow Test
Authority: CITY OF SANFORD Static: 60.00 PSI
Residual: 47.00 PSI
5.---------------------------.----------------- Oty Flowing: 1511.00 GPM
3------------- -------- ----------------------- FT Elevation; 0.00 Ft
System Information. e y Date: Time-"
BY: i
Hydraulics Design Criteria
Standard: NFPA-13 Pump Data
Hazard: ORDINARY Rated 0.0 PSIS 0.0 GPM.
Figure: Curve: Boost Pres NA) PSI
System Type: WET Discharge Pres NA) PSI,
Discharge.Flow NA) GPM
Density: .20 GPM/SgFt
Remote Area: 1500 SgFt Combined
Spr Cov: 130 SgFt Static: NA) PSI
Residual: NA) PSI
Sprinklers & Nozzles Flow: NA) GPM
i
Manufac: CENTRAL.
Model: GE Available..
Size: 1/2 P) 56;95 PSI@ 690.52 GPM
K-Factor 5.6 F-) 51.43 PSI@ 1206.91 GPM
Temp Rating: 155
Margin... i g
Pressure: 5.52 PSI
Flow: 516.38 GPM
Sigma : Dynamics Corporation 700 N:
Hydrau
ics a
to '
J
SUBMITTAL SERIAL N0:2968HY3
THE BOMBAY COMPANY
MADESIN GENERAL CONTRACTOR,LTD.
FLOW TEST RESULTS
Water Supply
STATIC 60.00 PSI
RESIDUAL 47.00 PSI C 1511.00 GPM
CITY PRESSURE AVAILABLE AT 690.5 GPM
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR': FLOW FLOW K-FACTOR PRESSURE
200 28.46 15.00 5.60 25.84
201 26.11 19.80 5.60 21.74
202 24.59 19.80 5.60 19.28
203 23.55 15.00 5.60 17.68
204 23.32 15.00 5.60 17.35
205 25.29 15.00 5.60 20.39
206 23.95 19.80 5.60 18.29
207 22.61 19.80 5.60 16.30
208 21.49 19.80 5.60 14.72
209 24.45 23.80 5.60 19.07
210 23.39 15.00 5.60 17.44
211 22.10 19.80 5.60 15.57
212 20.84 19.80 5.60 13.86
213 19.80 19.80 5.60 12.50
214 24.40 23.80 5.60 18.99
215 23.34 15.00 5.60 17.36
216 22.13 19.80 5.60 15.62
217 20.88 19.80 5.60 13.90
218 19.83 19.80 5.60 12.54
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 13 TO 100
56.95 PSI
440.52 GPM
250.00 GPM
690.52 GPM
51.43 PSI
0.00 PSI
19.86 FPS
07-12-1995 PAGE 1
41
s
SUBMITTAL SERIAL NO:2968HY3 07-12-1995 PAGE 3
THE BOMBAY COMPANY
y Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI,,
11 114DQ 86.17 1.610 L 31 .00 C=120 PT 18 .87 114 )
Q 110.57 F=0 F 0.00 PE 0.00 ."
BN T 31.00 0.3821 PF`,11.85
10 11 4.260 L 8.50 C=120 PT 30.72 11
Q 110.57 F=0/T F 16.00 PE 0.00
NC T 24.50 0.0033 PF 0.08
PT,, 30.80 10) '
112" 212 1 .049 L 2.00 C=120 PT 13.86 21-2.)
Q 20.84 F=E F 2.00, PE 0.87
DR T 4.00 0.1405.PF 0.56:
111 112DQ 19 -80 1.380 L 11 .00 C=120 PT 13.55 112 )
Q' 40.64 F=E F 3.00 PE 0.00
BN T 14.00 0.1271 PF 1.,78
E PT 15.33 111)
111 211 1.049 L 2.00 C=120 PT 15 .57 211)
Q 22.10 F=E F 2.00,PE 0`.87
DR T 4.00 0.1565 PF 0.63
110 111DQ 40.64. 1.610 L 10.50 C=120 PT 1S.3.3 i 111
Q 62.74, F=E F 4.00 PE 0.00
BN T 14.50 0.1339, PF 1.94
PT 17.27 110 )
F
110 210 1.049 L 2.00 C=120 P.T 17 .44 210) X
Q 23.39 F=.E F 2.00 PE 0.87
DR T 4.00. 0.1738-PF, 0.70
109'110DQ 62._74 1.610 t 7.00 C=120 PT 17.27 110)
Q 86.13 F=O F 0.00 PE 0.00
BN T 7.00 0.2407 PF 1.68
PT 18 .95 109)
109 209 1.049 L 2.00 C=120 PT 19 .07 209)
Q. 24.45 F=E F 2.00 PE. 0.87 a
DR T 4'. 00 0 .1888 PF 0 . i6
10 109DQ 86.13 1.610 L 31 .00 C=120' PT 18 .96
i
109 )
Q_ 110:58 F=O F 0.00 PE 0.00 eE
BN T 31.00 0.3822 PF 11'.85
4 10DQ 110.57 4.260 L 12.00 C=120 PT 30.81 10)
0 221.16 F=0/0 F 0.00 PE 0.00
NC T 12.00 0.0121 PF 0.15
PT 30.96 4 )
SUBMITTAL SERIAL N0:296"8HY3 07-12-1995 PAGE' 4
THE BOMBAY COMPANY
E Location Flow Pipe Fittings Eauiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
108 208 1.049, L 2.00 C=120 PT 14.72 208)
Q 21.49 F=E F 2.00 PE 0.87
DR T 4.00 0.1486 PF 0.59
107 108 1.049 L 11.00 C=120 PT 14.44 108)
Q 21.49 F=0 F 0.00 PE" 0.00,
BN T ` J ' 11.00 0.1486 PF 1.63
PT 16.07 107 )
107 207 1.049 L 2.00 C=120 PT 1.6.30 207)
Q 22.61 F=E F 2.00 PE 0.87
DR T 4.00 0.1632 PF 0.6.5
106 107DQ 21 .49 1.380 L 11.00 C=120 PT 16.08 107) W
Q 44.09 F=E F 3.00 PE 0.00
BN T 14.00 0.1478 PF 2.07
PT 18 . 15 106)
106 206 1.049 L 2.00 C=120 PT 18.29 206)
Q 23.95 F=E F 2 .00 PE 0.87 s
q
DR T 4.00 0.1816 PF 0.73
105 106DO 4.4.09 1.610 L 10.00 C=120 PT 18'.15 106)-
Q 68.04 F=E F 4.00 PE 0.00
BN T 14.00 0.1556 PF 2.18
PT 20.33 105 )
105 205 1.049 L 2.00 C=120 PT 20.39 205)
Q 25.29 F=E F 2.00 PE 0.87 P
DR_ T 4.00 0.2009 PF
1
0.80
12 105DQ 68.04 1.610 L 38.00 C=120 PT 20.32 105 )
Q 93.33 F=O F 0.00 PE 0.00
BN T 38.00 0.2792 P,F 10.61
s
PT, 30.93 12 )
104 204 1.049 L 2.00 C=120 PT' 17.35 204),
Q ' 23.32 F=F- F 2.00 PE
DR T 4.00 0.1729 PF- 0.69
103 104 1.049 L 2.'00 C=120 PT 17.17 104 )
Q 23.32 F=07 F 0.00 PE` 0.00
BN T 2.00 0.1729 PF 0.35'
PT 17 .52 ' 103 )
103 203 1.049 L 2.00 C=120 PT 17.68 203)
Q 23.55 F=E F 2.00 PE 70.87
DR T 4.00 0.1760 PF 0.70
i
i
E
SUBMITTAL SERIAL.N0=2968HY3 07-12-1995 PAGE 5
THE BOMBAY COMPANY."
Location Flow Pipe Fittings Equiv Friction Pressure
a in Size Length Loss Summary-
From To GPM IN Devices Ft P5I/Ft PSI
102 103DO 23 .32 1.380 L 10.00 C=120 PT 17.51 iO3 )
0 46.87 F=O F 0 00 PE 0.00
BN T 10.00 0.1654 PF 1.65
PT 19.16 102)
102 202 1.049 L 2.00 C-=120 PT 19 .28 202 )
Q 24.59 F=E F 2.00 PE 0.87
DR T 4.00 0.1907 PF 0.76
3
101 102DO 46.87 1.610 L 11.00 C=120 PT 19.17 102,,) .
Q" 71.46 F=E F 4.00 PE 0.00
BN T 1S.00 0.1704 PF 2.S6
PT 21.73 101 )
101 201 1.049 L 2.00 C=120 PT 21.74 201) " 3
Q 26.11 F=E F 2.00 PE 0.87 E
DR T 4.00 0.2131 PF 0.85 9
100 101DQ 71.46 1.610 L 10.00 C=120 PT 21.72 101) r
Q 97.57 F=E F 4.00 PE 0.00
BN T 14.00 0.3031 PF 4-24
PT, 25.96 100 )
100 200 1.049 L 2.00 C=120 PT 25.84 200 )
Q 28.46 F=E F 2.00 PE. 0.87
DR T 4.00 0.2500 PF 1.00
i
13 1OODQ 97.57 1.610 L 10.00 C=120 PT 25.97 100)
Q 126.03 F=O F 0.00 PE 0.00
BN T 10.00.., 0.4867 PF 4.87
12 13 4.260 L 8.50 C=120 PT 30.84 13)
p
Q 126.03 F=O/T F 16.00 PE 0.00
j
NC T 24.50 0.0043 PF 0.11
4 12DO 93.33. 4.260 L 0 .50 C=120 PT 30 .95 12 i
Q 219.36 F=O F 0.00 PE 0.00
i NC T 0 '. 50 0.0119 PF 0-.01 '
3 4DQ 221.16 4.260 L 2 .50 C=120 PT 30.96_ 4 )
Q 440.52 F=0/T F 16.00 PE ... 0.00
FM3 T 18.S0 0.0431 PF 0.80
2 3 4.260 L 370 .00 C=120 PT 31.76 3 )
Q 440.S2 F=E/E F 13.60 PE 0.00
FM2 T 383.60 0.0431 PF 16.53
07-12-1995 PAGE 6SUBMITTALSERIALNO:296.8HY3
THE BOMBAY COMPANY
I
i Location Flow Pipe Fittings Equiv Friction Pressure
in Size & Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
1 2 4.260 L 8 .50 C=120 PT 48.29 ( 2).
Q 440.S2 F=BV/E F 18.80 PE -3.68
FR T 27.30 0.0431 PF 1.18
0 1 8.249 L 10.00 C=120 PT 45.79 ( 1)
Q 440.52 1F=DCA/ALV,T F 33.00 PE 0.87
FM1 T 43.00 0.0017 PF 0.07
8 Febco Mod. 805YD - Double Check Assembly 4.00
8" Central Alarm. Valve 0.70
PT 51.43 ( 0 )
TH BOMBAY COMPANY MoosDynamicsplyIDema dGrteph
125
120
115
110
100
ressure S.S2 PSI
516.38 GPMEdLFlow.
90 --
B5 i
80 — —
75
70
65 —
600.
55
50 ° ° —
45
48
S
35
30
25 C
20
15
D
10
5 N 185
0 200 400 600 ON) 1000 1200 14M 1600 1800 20
Water Flow (GPM)
System Demand..
Sprinkler Demand S1.43 PSI @ 440.S2 GPM
Additional Flows 0.00 GPM
Hose at Source 2SO.00 GPM
Total Demand S1.43 PSI @ 690.S2 GPM
Water Supply..
Static 60.00 PSI
Residual 47.00 PSI @ 1S11.00 GPM
Elevation 0.00 PSI
Upright,
Pendent
Pendent and Recessed
Automatic Sprinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19440
Product p Technical
Description Data
The Central Model GB Upright and Model: GB
Pendent and Recessed Pendent Style: Upright, Pendent or Recessed
Automatic Sorinklers are standard Pendent (adjustable)
spray sprinklers. They incorporate the Escutcheon: ,Model GB '.?" Recessed
latest in heat -responsive, glass bulb Note: For the recessed version, only the
technology, which results in a much Model Ge ;4" Recessed
smaller more attractive sprinkler than Escutcheon assembly may be
those manufactured with 3 more used. Substitution of other
traditional design approach. The recessed" escutcheons may
operating mechanism consists of a impair the operating sensitivity and
liquid -filled 5 mm diameter frangible distribution pattern and void
manufacturer's warranty. capsule that is only 1.6 cm in length. Orifice Size: ',4' (12.7mm)
The Model G8 Automatic Sprinklers K-Factor: 5.6 (e0.0s) 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 I35'F,-57°C Orange
orifice size and a variety of 155'F/680C Red
temperature ratings, finishes and 1750F/790C Yellow
decorative coatings. 200°F/930C Green
The Model G8 Recessed Glass Bulb 286°Fr141°C Blue
Automatic Sprinkler incorporates a 360OP11820C Purple ,360° nor i=.,w.
significant cost savingfeature; a 2- Approved)
Approvals: UL. U.L.C. F.M.
piece special escutcheon assembly Meets: MIL-STD-910C. MIL-STD-167-1,
that provides for 51%" of field adjustment and MUSTD-310-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.
operating mechanism contains'a heat. Standard Finishes:
Sprinkler brass or chrome platedsensitiveliquidthatexpandsupon
application of heat. At the rated Escutcheon: brass or cnrome plated
temperature 'he f bl Corrosion -Resistant Coatings (U.0 Onty):
range a capsule
ruptures thereby releasing the orifice
seal. The sprinkler then discharges
water in a pre -designed spray pattern
to control or extinguish the fire.
or soeatic listing regwrements, 3ee the aoproonate
intormation contained in this brochure.
white ano black painted
Highest Allowable Ambient Temperature for
Storage of Sprinklers: 100°F/38°C
Adjustable Range Below Ceiling:
7/a" l0 13/8"
Length: 2" (31.s mm)
Width: 1 " (25.4 mm) (frame arms)
height: 2,0 oz. (67grams) Pendent
2.5 oz. (70.9 grams) Upnght
3.5 oz. (99 grams) Recessed Pw ent
No. 3.6.0
Figure 1
Model GB Upright Sprinkler
1 318' Diameter
Figure 2
Model GS Pendent Sprinkler
I
1
1
FACE OF
REDUCING
CCUPLING
w
1 3116' Diameter
Figure 3
Model GB Recessed Pendent Sprinkler
1 r
1
1, ?'
Minim" Diameter
2 114• Maxffmm Diameter ,
j 1 1 FACE OF REDUCING
1 COUPLING
1PPOR7 CUP
I 1
112,
I I .
I I _
utcheon ` 'MAX. ,i...
K,.w.w-....
WWN
FINISHED
CEILING'
LINE
13116'
Z 71T Diameter
1 3/8. MAX.
yr MIN.
I
Design
Data
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.
r3Installation
All Central Model G8 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 11/4" nor more than 1%" below the
ceiling.
Step 2. The face of the sprinkler
fitting should be installed a nominal
N* 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
Ibs. delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft.-Ibs. may distort the
onfice seal, resulting in leakage.
Teflon is a trademark of the DuPont Coro.
Combination Wrench (Part f#1106)
for upright spnnklers)
Universal Wrench (Part 111122) (for
nendent and recessed pendent sprinklers)
Step S. 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
manufacturers 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 100017 38°C
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.
Sonnklers must never be painted,
coats 1. plated, or altered in any other
way from manufactured condition or
they may not function property. 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, resting and Maintenance
of Water -Based Fire Protection
Systems' contains guidelines and
minimum maintenance requirements.
Furthermore, the Iocal.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
attac, ed to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
Z1994 Central Sonnkler Comoany
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
f ire 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, onfice, 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 ,Paving ,`Unsdiction will
detail minimum replacement
requirements and regulations.
Guarantee: Central Sprinkler
Company will repair and/or reolaca
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.
A91IM&
MMMM
CENTRAL
Nown—
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
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 koa
0.0689 bar
0.0703 kg/cm2
1 U.S. gallon = 3.785 dm3
3.785 liters
Conversions are approximate.
G B.4
CITY OF SANFORD, FLORIDA
PERMIT NO. — DATE X 'N
i
i
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK.
OWNER'S NAM 0
ADDRESS OF JOB A,-/2 Z4w-kl e"ilz /"
ELEC. CONT Z'/Residential Non-residentiaL--)<
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair I
Change of Service Residential
Commercial
I
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Amp Service
201 Amp and above
New Commercial / Amp SerVice j
Applicatipn.Fee
d
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.
c
Building Official 7 Master electrician
STATE COMPETENCY NO.
i
i CITY OF SANFORD, FLORIDA
PERMIT NO. q5— 'Qo( DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME T)y '/ V/49 u
ADDRESS OF JOB /_Z7 w -'
T— L C'
PLUMBING CONTR.`f///-1z,/-" Res. — Comm. _x
Subject to rules and regulations of Sanford plumbing code.
Residential: I Number Amount
Alteration, Addition, Repair I
New Residential:
One Water Closet _ I
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap
Sewerr I
Water Piping/
Gas Piping
Factory -built housing
Mobile Home I
i
Application Fee i
Minimum Commercial Perm't: $25. oo Toi
A01
Master Plumber
COMPETENCY CARD NO
jls/ `
p
TRANSMITTAL I'ETTER
PROJECT: The;Bombay Company ARCHITECT'S
name, Seminole Towne Center PROJECT NO. 95017
address) 'Sanford Florida
DATE: May 22, 1995
TO: Fire Marshall If enclosures are not as noted,
City of Sanford Fire Department please inform us immediately.
1300 Central Park Drive If checked below, please:
Sanford, Florida 32773
PHONE: (407) 324-0868 ( ) Acknowledge receipt of
enclosures
ATTN: Mr. Richard Cohen ( ) Return enclosures to us
WE TRANSMIT:
X) herewith
under separate cover via
in accordance with your request
FOR YOUR:
approval ( ) distribution to parties (X) information
X) review & comment (X) record
X) use ( ):
THE FOLLOWING:
X) Drawings ( ) Shop Drawing Prints ( ) Samples
X) Specifications ( ) Shop Drawing Reproducible ( ) Photograph
Change order ( ) Product Literature ( }
COPIES DATE REV. NO. DESCRIPTION CODE
3 03/28/95 3-5/17/95 Blueline prints: CVR; NBS; Al; A1.1; A1.2; E
A2 thru A9; Ml; M2; ME1; E1; E2.
3 05/17/95 Energy Calculations:
CODE: A. Action indicated on item transmitted D. No action required
B. For signature and return to this office E. See REMARKS below
C. For signature & forwarding as noted below
under REMARKS
REMARKS: Dear Mr. Cohen: Please find enclosed three sets of blueline
prints with "embossed" seal for plan review/building permit.
If you have any questions or require additional information, please call.
Thank You !
COPIES TO: (with enclosure) LEMONS & ASSOCIATES
File ( ) Architecture Planning Interiors
The Bombay Company ( ) 3613-B West Pioneer Parkway
Arlington, TX 76013 (817) 860-0400
By: Jim F. Lemons, A.I.A.
MAY 23 ' 95 01: 42PM BOMBAY REALTY MGT
F . 1"i3
LzCAL
I
A PA;CEL OF LAND 2EiNG T;A,CT 1 OF THE r n,:1POSE7 Pi_AT ..1 ,';OL'c T0'.' NE CENTER'
RANGE 30 EAST, OESCR15ED AS
t LYING IN'$5CT;ONs 32, TCW"SHIP 19 .SOUTH,
FOLLOWS;
COMMENCE AT THE NORTH QUARTER CORNER OF SAID SECTION 32 FOR AEAST, ALONG THE EAST
g
POINT REFERENCE; THENCE RUN SOUTH 00°19'43' NORTHWEST QUARTER OF SAID SECTION 32, A DISTANCE OFLINEOFTHE2a9.43 FEET TO A' POINT .LYING ON THE 'NORTH LINE OF TRACT 8 OF SAIDPROPOSEDPLATANDTHEPOINTOFBEGINNING; THENCE RUN ALONG THETRACT9THEFOLLOWINGCOURSES: COMMON LINES OF SAID TRACT 1. AND
THENCE RUN NORTH 55°05'15' WEST, 22.40 FEET' TO A POINT LYING ON A
NON -TANGENT CURVE CONCAVE NORTHWESTERLY; THENCE RUN
SAID NON -TANGENT CURVE, HAVING A RADIUSSOUTHWESTERLYALONG
LENGTH OF 302,00 FEET,. A CENTRAL ANGLE OF 50039'32', AN ARC LENGTH
OF 2b7.02 FEET, A CHORD LENGTH OF 258.40 FEET, AND A CHORD BEARING
OF SOUTH 64020'31'' WEST TO THE POINT OF TANGENCY; THENCE ,RUN
POINT OF CURVATURE OF A jSOUTH89040'18'. YEST, 206.98 FEET TO A
NORTHERLY; .THENCE. RUN WESTERLY ALONG SAID CURVE, CURVE' CONCAVE
HAVING A RADIUS LENGTH OF 302.00 FEET, A CENTRAL ANGLE OF 141104'55', AN ARC LENGTH -0f 7'4:23 FEET, A CHORD LENGTH OF 74,04 FEET," AND APOINTOF, REVERSECHORDBEARINGOFNORTH83°17'14' WEST TO A
CURVE CONCAVE SOUTHEASTERLY; THENCE RUN
i CURVATURE OF A
SOUTHWESTERLY ALONG SAID CURVE, HAVING A.RADIUS .LENGTH OF 30;00
FEET, A CENTRAL ANGLE OF 78°21'26", AN ARC LENGTH OF 41.03 FEET, A
CHORD LENGTH .OF 37,90 FEET, AND A CHORD BEARING OF SOUTH 64°34'30
WEST TO A PAINT Of TANGENCY; THENCE RUN SOUTH .25023'47', WEST,
CURVE CONCAVE
92.05 FEET TO A POINT OF CURVATURE OF A
RUN; SOUTHEASTERLY ALONG SAID CURVE, HAVINGNORTHEASTERLY; THENCE
A RADIUS LENGTH OF 69.75 FEET, A CENTRAL ANGLE OF 115036121, AN ARC
LENGTH OF 140.73 FEET, A CHORD LENGTH OF 118,05 FEET, AND A CHORD
BEARING OF SOUTH 32024'19' EAST TO THE POINT OF TANGENCY; THENCE
RUN NORTH 89047'35' EAST; 443.59 FEET TO THE POINT OF CURVATURE OF
I A'CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY ALONG
SAID CURVE, HAVING A RADIUS LENGTH OF 45,00 FEET, A CENTRAL ANGLE
OF d2°55'24', AN ARC LENGTH OF 33,7.1 FEET, A CHORD LENGTH OF 32.93 ,
FEET, AND A CHORD SEARING OF'NORTH 6801954' EAST TO A POINT`LYING
ONNON -TANGENT CURVE CONCAVE SOUTHEASTERLY AND THE WESTERLY " A. RIGHT-
OF-WAY LINE OF TpWNE CENTER BOULEVARO, AS RECORDEO`IN THE OFFICIAL
RECORDS BOOK 2612, PAGE 1923 OF THE PUBLIC RECORDS OF SEMINOLE
COUNTY, FLORIDA; THENCE, DEPARTING SAID COMMON LINES OF TRACT1' AND TRACT 8, RUN SOUTHWESTERLY ALONG SAID WESTERLY RIGHT - OF -
WAY LINE AND SAID NON •TANGENT CURVE, HAVING A RADIUS LENGTH OF 1062,
00 FEET; A CENTRAL ANGLE OF 02039'05', AN ARC LENGTH OF;49.15 FEET,
A CHORD LENGTH' OF 49.14 FEET, AND A CHORD BEARING OF SOUTH 03'
20'16' WEST; THENCE, DEPARTING SAID WESTERLY RIGHT-OF-WAY LINE, RUN
SOUTH 89047'35' WEST, 567.47 FEET TO A POINT LYING ON A NON- TANGENT
CURVE CONCAVE EASTERLY AND THE EASTERLY LINE pF" TRACT 9 OF
SAID PROPOSED PLAT; THENCE RUN ALONG THE COMMON LINES OF SAID TRACT
1 AND TRACT 9 THE FOILOWING,COUP,S:S: THENCE RUN NORTHERLY ALONG
SAID CURVE, HAVING A RADIUS LENGTH OF 143 75 FEET,'A CENTRAL ANGLE
OF 73033'27`, AN ARC LENGTH OF 184.55 FEET, A CHORD LENGTH OF 172,
13_ FEET., AND A CHORD 8'cARlt\G OF NORTH 11 °22'56' VEST TO THE POINT
OF TANGENCY; THENCE RUN NORTH 25'23'47' EAST, 92.02 FEET TO THE
POINT OF CURVATURE O> A CURVE CONCAVE WESTERLY; THENCE RUN NORTHERLY`
ACONG SAID CURVE,'; HAVING A RADIUS LENGTH OF 30A0 FEET, A
ANGLE OF 79008'464" AN ARC LENGTH .OF 41.44 FEET, A CHORD CENTRALLENGTH
OF 3a-22 FEET, AND A CHORD BEARING OF NORTH 14,°10'36' WEST TO
TFiE PAINT OF TANGENCY; THENCE RUN NORTH 53044'59' WEST, 274.48 FEEL'
TO THE POINT OF CURVATURE OF'A CURVE CONCAVE NORTHEASTERLY; THENCE
RUN NORTHWESTERLY ALONG SAID CURVE, PAVING A RADIUS LENGTH
OF'302.00-FEE T, A CENTRAL ANGLE CF 571'13'52', AN ARC LENGTH O
F 301,66 FEET, A CHORD LENGTH OF 289.27 FEET, AND A CHORD BEARING OFNORTH2S°08'03' WEST; THENCE RUN NORTH 48°43'06' WEST, NON'• TANGENT
TO SAID CURVE. 49.09 FEET TO A POINT LYING. ON THE EASTERLY LIMITED
ACCESS RIGHT-OF-WAY LINE CF STATE ROAD 400 (INTERSTATE NO. a,:
AS PERFLORIDA DEPARTMENT OFTRAN'SPORTAT ON RiGHT•OF-WAY MAP, SECTION N0..,77.
16-401 Atr'D 7711.4.01,; THENCE,. DEPARTING SAID COMMON LINES OF SAID
TRACT 1 AND TRACT 9, RUN -NORTH 23°52'S9' EAST, ALONG SAID EASTERLY LIMITED
ACCESS RIGHT-OF-WAY LINE, .6$4.88 FEET TO A POINT LYING ON
THE SOUTHERLY LINE OF TaACT 4 OF SAID PROPOSED PLAT; .' THENCE RUN ALONG
THE CO1,WON1IN4$ OF, SAID TRACT 1 AND SAID TRACT 4 THE FOLLOWING
COURSES: THEE+GE RUN SOUT i 66°07'24' EAST, 136,57 Fr.E7; THENCE
RUN" SOUTH 02°00'00' WEST, 29.26 FEET; THENCE RUN SOUTH, E 72000 00" WEST:" ,
19,16 FEET; THENCc RUN .SOUTH 38'00'00- EAST, 58 53 FEET: THENCE PUN
SOUTH 721100'00' 'VVEST, 57.47 FEET; THENCE RUN SOUTH 02000'00' WEST,.;
65.21 FEET; THENCE RUN SOUTH 38,00'00' EAST, 65.98 FEET; THENCE RUN
SOUTH 02000'00' WEST, 22,58' FEET; THENCE RUN NORTH P; 72000'00" EAST,
373.97 FEET; THENCE RUN NORTH 27-00'00' EAST- 191.99 FEET: THENCE RUN
SOUTH 630.00'00' EAST, 113.95 FEET; THENCE RUN'NORTH j 27000'00--EAST,
236.08 FEET: THENCE RUN NORTH 63000`00' WEST, 90.96 I FEET; THENCE RUN
NORTH z7°00`00' EAST, 12 00 FEET; THENCE RUN NORTH € 00041,05' EAST,
194,63 FEET TO A POINT LYING ON THE EASTERLY LINE OF TRACT 3 OF $
A10 PRopo$cO Pl,_AT; THr'NCE, D PARTING SAID COMMON LINES, 1 OF TRACT" I.
AND TRACT 4, RUN ALONG THE L'OMMON LINES OF SAID TRACT 1 TRACT 3
THE FQLC,OWtiG COURSES; THENCE RUN NORTH 53050'30' k AND'. SAST,
191.
09
FEET; THENCE' RUN "NORTH 27'00'00- EAST, t1 96 FEET;
MAY 33 ' 95 01: 43PM BOMBAY. REALTY MGT F' • vI
c- NORTH
1 niti LUi1, i'vJ GU' CAM, 3•
c 7.47
s
27'00'00' EAST 93.08 FE-rT; THENCE RJN NOri T H 53 00'OG' 'Y":E57, S
FEET; THENCE FUN NORTH 27°G'J 00" CAST, y 9e FEET; THENCE Ri1N 'NnRTH
g3o00'00', WEST, 107.57 FEET;THENC= RUN NL'RTH 27°00'GO' EAST, 212.91
H EET; THENCE RUN NORTH 1 a'00'00' WEST, 3T2,26 FEET; THENCE RUN
SOUTH 52°00'00' `VEST; 66.11FEET; THENCE RUN ,NORTH 8$°00'00' WEST, p.
25.40`FEET; THENCE RUN NORTH 1800.0'00' WEST, 23.$4 FEET; THENCE RUN I
NORTH BB°00'00 WEST, `32,99 FEET THENCE RUN NORTH 18000100' WEST, 189'.
57 FEET TO A POINT_ LYING ON A FLORIDA DEPARTMENT OF TRANSPORTATION,
SIGHT•OF-`^,'AY LINE; `THE•tiCE, DEPARTING THE COMMON k
LINES OF TRACT AND TRACT 3, RUN NORTH 24027'22" EAST, ALONG SAID FLORIDA
DEPARTMENT OF TRANSPORTATION'RIGHT•OF WAY LINE, 25.20 FEET; y
THENCE, CONTINUING ALONG SAID FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT•OF-WAY LINE, RUN NORTH 89044'24" , EAST, 89,00' f'
FEET TO A POINT LYING ON A NON -TANGENT CURVE 'CONCAVE EASTERLY AND I THE
WESTERLY t1tiE OF TRACT 5 OF SAID P;OPOSED PLAT; THENCE RUN ALONG
THE COMMON LINES OF TRACT 1 ,AND TP.AGT 5 THE FOLLOWING COURSES:.
THENCE RUN SOUTHERLY ALONG SAID NON - TANGENT CURVE, . CHAVING
A RADIUS LENGTH OF 1392,39 -FEET, A CENTRAL ANNGLE OF: AN
ARC LENGTH OF 31.70 FEET. A CHORD LENGTH OF 3.1.70 FEET, AND
A CHORD SEA OF SOUTH 07 ° 20' 1'9" WEST 70 A POINT LYING.ON I A
CURVE CONCAVE SOUTHERLY, THENCE RUN EASTERLY ALONG SAID CURVE, s
HAVING A RADIUS LENGTH OF 451,36 FEET; A CENTRAL ANGLE OF 19"36'17`, AN
ARC LENGTH OF ,154,44 FEET, A CHORD LENGTH OF 153,69 FEET, AND A CHORD
SEARING OF NORTH E0°04'59', EAST TO THE POINT OF TANGENCY; s,
THENCE 'RUN NORTH 59°53' EAST, 165.97 FEET TO A POINT OF CURVATURE
OF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY
ALONG SAIL. CURVE HAVING A RADIUS LENGTH OF 30,00 FEET,
A CENTRAL ANGLE CF 89053'08', AN ARC LENGTH OF 47.06 FEET, A R
CHORD LENGTHOF 4.2,38 FEET, AND A CHOFD FEARING OF NORTH 44°56'34' EAST
TO, THE POIN7'OF TANGENCY; TH--N'CE RUN NORTH 00°00'00 EAST, I.
77.
00 FEET TO THE POINT OF CUSVATURE OF A' CURVE CONCAVE k
SOUTHEASTERLY; THENCE RUNNORTHEASTERLY ALONG SAID CURVE, HAVING A
RADIUS.LENGTH OF 155.00 FEET, A CENTr.4L ANGLE OF.45049'41% AN ARC`' LENGTH
OF 123.98 FEET, A CHORD LENGTH' OF 120.70 FEET, AND A CHORD BEARING
05 NORTH 22054'51'. EAST; THENCE RUN NORTH 02017'32'`1^JEST, H $
1.72 FEET; THENCE, DEPARTING SAID CC(,Ar ION LINE BETWEEN TRACT 1 AND TRACT
5, ; FUN NORTH` 87-046'40' EAST, 287.03 FEET TO THE POINT OF; CURVATURE .
OF A CURVE CONCAVE SOUT.P.ERLY; THENICE RUN=ASTERLY ALONG
SAID CURVE, HAVING A RADIUS L:N,GTH OF 262.81 FEET, A CENTRAL r
ANGLE OF 11 °04'20'; AN,AAC LEhGTH.OF 50.79 FEET,.A CHORD LctNGTH.OF 50.
71 FEET, AND A CHORD BEARING OF SOUTH 86041'11" EAST TO A'POINT OF
COMPOUND CURVATURE OF A CURVE .CONCAVE SOUTHERLY, SAID POINT LYING,
ON THE SOUTHERLY LINE OF TRACT 11 OF THE AFORESAID.PROPOSED PLAT;
THENCE RUN ALONG THE COMMON LINES BE7INEEN SAID TRACT 1 AND I
TRACT 11 THE FOLLOWING COURSES: THENCE CONTINUE EASTERLY ALONG' SAID
CURVE, HAVING A RADIUS LENGTH OF 1815.75 FEET, A CENTRAL ANGLE OF
06626'00% AN ARC LENGTH Of 203,,38 FEET,.A CHORD LENGTH OF 203:77 p
FEE(, AND=A CHORD SEARING CF SOUTH' 77c56.'0:1' EASTO TO A POINT OF REVERSE
CURVATURE OF A .CURVE CONCAVE ,NORTHERLY; THEN RUN EASTERLY
ALONG SAID CURVE, HAVING A;RADICIS LENGTH QF-221,OO.FEET, A
CENTRAL ANGLE OF 15°34'41'. AN, ARC LENGTH OF 60;09 FEET, A CHORD. LENGTH
OF 59,°'0:FEET, AND A C`OfiD °SARI\G OF SOUTH `82°30'21' EAST TO
THE POINT OF TANGENCY; THENCE RUN NORTH $9042'18' EAST, 161.03 FEET
TO A -POINT OF CURVATURE OF,A CURVE CONCAVE NORTHWESTERLY; THENCE
RUN NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF'
33.00 FEET, A CENTRAL ANGLE OF 90°00'00', AN ARC LENGTH OF 51.84 FEET,
A CHORD LENGTH OF 46.67 FEET, AND A -CHORD BEARING OF NORTH 44042'
1 B' EAST TO A POINT LYING ON THE AFORESAID WESTERLY RHGHT OF WAY
LINE OF : TOVNE CENTER BOULEVARD: THENCE, DEPARTING SAID COMMON
LINES 65 WE`EN TRACTS .1 AN.P 11, RUN SOUTH 00017'42' EAST, ALONG`
SAIp WESTERLY RIGHT•OF-WAY LINE', 120.46 FEET TO A POINT' LYING ON
A NO:N TA'GEN7 CURVE CONCAVE SOUTHERLY AND THE NORTHEALY L:JNE OF `
TRACT '6' OF SAI PROPOSED PLAT: THENCE RUN: ALONG THE COMMON LINE$
BETWEEN SAID TRACT 1 'AND TRACT 6 THE FOLLOWING COURSES: c
THENCE RUN WESTERLY ALONG SAID NON -TANGENT CURVE, HAVING A RADIUS LENGTH
OF 30:00 FEET. A CENTRAL At.GLE OF 171157'32', AN APC LENGTH OF
9.40 FEET, A. CHORD LENGTH OF 9.36 .FEET; AND A CHORD BEARING OF NORTH
81 °18'Sfi' WEST TO THE POINT OF TANGENCY; 'THE.'vCE RUN SOUTH Sg1142'
18' WEST; 184.78 FEEL 70 THE POINT OF CURVATURE OF A CURVE CONCAVE
NORTHERLY THENCE RUN WESTERLY ALONG SAID CURVE, HAVING A
RADIUS LENGTH OF 3,07,00 FEET, A,CENTRAL ANGLE OF 22015'07 AN ARC LENGTH
OF' 119.59 FEET, A CHORD LENGTH OF 11,8.83 FEET; AND A CHORD BEARING
OF NORTH 79°08'08' WEST TO A POINT OF REVERSE CURVATURE x -
a
OF .A CURVE CONCAVE. SOUTHERLY; THENCE RUN WESTERLY ALONG SAID CURVE,
HAVING A RADIUS LENGTH OF 253.92 FEET, A'CENTRAL ANGLE GF I
09917'16% AN ARC LENGTH OF 41.14 FEET, A CHORD LENGTH OF 4 1, 10 FEET, AND
A r CHORD BEARING OF NORTH 72"37' 12' WEST TO A POINT OF I
COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY: THENCE RUN I I
WESTERLY ALONG SAID CURVE, HAVING A RADIUS LENGTH OF ,1735 09 FEET, I
A CENTRAL ANGLE OF 03°53'11', AN ARC L8.%GTH OF 1`17.69 FEET, A CHORD LENGTH
OF .117 66 FEET, AND A CHORD BEARING OF NORTH 7,9012'25'` WEST: TO
A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHERLY; THENCE
RUN %'ESTFRI Y ALONG $A;O CU;' E HMV:,NG A RADIUS LENGTH CF 192,,
15 FEET, A CCNTP :L :.NcyL'e OF 1.1'Ga'2u• AN ARC LENGTH OF 35.20 FEET,
A 'CHORD LENGTH CF 35.15 FEET, AND A CHORD- SEARING OF NORTH 66041'
11" JvEST TO THE POINT OF TAN'05NCY; THENCE RUN' SOUTH T
TO A FCi vT OF CUKVATURE OF A CURVE I 63.3-5,_ E. iE._ . ... _.. .,.._,..._ _..._._
MAY '95 01:'44PM BOMEHY REALTY MGT
R'E, tiAV"iI'4''i ,F.JlUS L'et h7N Cr ,3. FrE7.. A C;:,• .AL AN
71S.
GLE O1
c N ARC .L I4GT;! OF 132.27 E E,}J, A CtHGnO ,,_NGTH. OF
c '40'
U }; s 3'2G' TO THE POINT OF87
ANO l".}iCR0 Q,—' C' G OF Sv
TANCENC e THENCE RUN SCUTIi GG°30''0' -=ST, 75 74 FEET 70 AC hT
LYING ON SHE NORTHERLY LIN'E.OF TP.4CT~ 2 OF SAID PROPOSED LQT;
THENCE, CEPARTING SAID COMMON LUNG S OF TRACTS 1 F,Nb 6, CONTINUE
SOUTH 00'00'00' EAST, 69.06 i:EET; THENCE RUN SOUTH 89°53'08' WEST,
315:18 FEET; THENCE RUN SOUTH 18`00'00' EAST. 78,30 FEET; THENCE RUN
i SOUTH 52°00`00' WEST, 29.26 FEET; THENCE, RUN NORTH 88°00'00' WEST, E RUN
29.27.FEET, THENCE RUN 'SOUTH 1
5T, HENCE STUN SOUTH 630O'OOC EAST, x
SOUTH 27000'00' WEST, 9-1.68 FEEY, THENCE RUN 360.78.FEET; THENCE RUN SOUTH 27°00'00' WEST, 58.00 FEET; SOUTH
63°00'00' EAST, 78.a8 FEET; THENCE RUN NORTH 78008'50' EAST, 61.
I4 FEET; THENCE RUN NORTH 37°00'00' EAST, 383.4p FEET; THENCE RUN NORTH
00017'42' WEST; 298.78.FEET; THENCE RUN NORTH 89°42'18'. EAST, 38.
00 FEET; THENCE RUN COVE NOFtTHEASTERLY,SAID POINT LYING ON THE OF
CUSP OF A CURVE CONCH SOUTHERLY
LINE, OF THE AFORESAID TRACT 6 OF $Alp PROPOSED PLAT; THENCE,
DEPARTING SAID COMMON"LINES'OF TRACT 1 AND TRACT 2, RUN ALONGTHECOMMONLINESOFSAIDTRACTIANDTRACT6THEFOLLOWINGCOURSES:
THENCE RUN 'SOUTHEASTERLY ALONG SAID CURVE, H AN
ARC i.
RADIUS LENGTH OF 23.00 FEET;, A CENTRAL `ANGLE OF 90°00'00', I
LENGTH OF 36.13 FEET; A CHORD LENGTH OF 32•53 FEET, AND A CHORD BEARING
OF SOUTH 45017'42''£AST F
EET TO HE
aP01 INTOFTAOF CURVATURE
OFTHENCE A RUN
NORTH
89°
42'18' EAST, 108 p6 CURVE CONCAVE NORTHWESTERLY;
THENCE RUN NORTHEASTERLY ALONG SAID .CURVE, HAVINGARADIUSLENGTHOF40.60 FEET„ A CENTRAL ANGLE OF 77009'42',
AN ARC LENGTH OF 53.87 FEET, A CHORD LENGTH OF 49.89 i FEET, AND A
CHORD BEARING OF NORTH GHT OF -WAY
gLINE EAST OW POINTCENTER
j
ON
THE
AFORESAID WESTERLY Ij BOULEVARD; THENCE,
DEPARTING SAID COMMON 'LINES OF TRACT 1 AND TRACT 6, RUN
SOUTH 00017'42. EAST, ALONG ;SAID WESTERLY RIGHT•O>=• WAY UNE, 117.
07 FEET TO A POINT LYING ON A NON TANGENT CURVE CONCAVE SOUTHERLY AND
THE NORTHERLY LINE OF TRACT 7 OF SAID PROPOSED PLAT; THENCE
RUN ALONG THE COMMON LINES OF SAID TRACT I I' -AND TRACT
7- THE FOLLOWING COURSES: THENCE RUN WESTERLY ALONG I SAID CURVE,
HAVING A RADIUS LENGTH OF 30,00 FEET; A CENTRAL ANGLE, I OF'171,
57*32•. AN ARC LENGTH OF 9,40 FEET, A CHORD LENGTH OF; 9.38 - FEET, ANO A
CHORD 6EAR!NG OF NORTH 61018'56' WEST TO THE POINT OF TANGENCY; THENCE RUNSOUTH8'9°42'18' .WEST, 130,81 FEET TO THE POINT OF CURVATURE OF
A CURVE'CONCAVE SOUTHEASTERLY; THENCE RUN SOUTHWESTERLY ALONG SAID
CURVE, HAVING A RADIUS LENGTH OF 30.00 FEET, A CENTRAL
ANGLE OF 90°00'00', AN ARC LENGTH OF 47.12 FEET, A CHORD LENGTH OF
42,43 FEET,, AND A CHORD BEARING OF SOUTH 44°42'18' WEST TO THE
POINT OF TANGENCY; THENCE RUN SOUTH 00017'42' EAST. 737.86 FEET
TO A, POINT- LYING ON A NG'I-TANGENT CURVE CONCAVE NORTHWESTERLY AND THEAFORESAIDWESTERLYRIGHT -OF WAY LINE OF TOWNE CENTER BOULEVARD; THENCE; bE?HATING SAID COMMON LINES OF c TRACT 1
AND TRACT 7, RUN ALONG SAID WESTERLY RIGHT-OF-WAY LINE THE FOLLOWING COURSES: THENCE
SOUTHWESTERLY ALONG SAID CURVE, HAVING A RADIUS
LENGTH OF 550.00 FEET, A,CENTRAL ANGLE OF 12°57'56% AN ARC LENGTH
OF 147.09. FEET, A CHORD LENGTH OF 46.78 FEES, AND A CHORD BEARING ,OF
SOUTH 47°23'07' WEST TO A POINT OF TANGENCY; THENCE RUN SOUTH
53'.52'05' WEST, 529.51 FEET TO THE, POINT OF CURVATURE OF A
CURVE CONCAVE SOUTHEASTERLY; THENCE RUN, SOUTHWESTERLY, ALONG SAJO
CURVE, HAVING A RADIUS LENGTH OF 1400 00 FEET, A CENTPAL-
A-NGLE,OF 19'21'48', N ARC LENGTH OF 473,13' FEET, A CHORD LENGTH OF
470.69 FEET. AND A CHORD BEARING OFSOUTH 44°11'11' 'WEST
TO A, POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SOUTHEASTERLY; THENCE RUN $
QU7HWESTERLY ALONG SAID CURVE. HAVING A RADIUS
LENGTH OF 20S0.00 FEET, A. CENTRAL ANGLE OF 12047'08", AN ARC
LENGTH OF 457;46 FEET, A CHORD LENGTH OF 456,51 FEET, AND A CHORD
SEASiNG :OF SOUTH 281106'43' WEST TO THE POINT 0 TANGENCY; THENCE RUN SOUTH.
32020'C4' VvEST, 24.65 FEET TO THE POINT OF BEGINNING, THE ABOVE
DESCR;BEO
PARCEL OF LAND LI S iN I HE CITY 0r SAtiFCRD, S MINOtE COUNTY, FLOG;C)A AND
CONTAINS 49,803 ACRES, MU^,E GR LESS. E
Mechanical System Summary (Variable Air Volume)
Project: " Seminole Towne Center f" Date:Revision: L N(d .
i "Tenant Name: F eim 3AY , Cry Space: t 7 Rev. Date:
Level: Sq. Ft. "3kl sa
HVAC Total Load:Space Sensible
Sq. Ft. Per Ton: Load.
Btuh Per Sq. Ft.,. Sensible Load (,
Latent. Load: o
Landlord Primary Available StaticA
Air Allocation: 3 4 CFri Pressure:"
Calculatcd Static ,
Pressure Loss:
Total Primary Primary Supply
Supply CFM: 0 Fti. Air Temperature: SS /' } 5, h 1 C fz
CFM Per Sq. Ft. t b
Total Secondary Secondary Supply
Supply CFM: Air Temperature:
CFM Per Sq. Ft.
Sensible Latent Total 771
Cooling Load
Glass
Glass (Hor.)
Component Totals Wall
All Zones) Floor
Partition
Roof
Occupant
Lighting 602,0
Misc.
Process Equipment
Outside Air
Heat Loss Occupied Unoccupied
L
Air Balance ". Process Exhaust,Cfm Makeup Airf Unit CFM
Replacement Air CfmKitchenExhaustCfm
Toilet Exhaust Cfm b0 (Transfer from
Thermal Exhaust Cfm Common Area) C
4 Total Exhaust Cfm1 cy Min. Vav Box Setpoint
Max. Vav Box Setpoint
f _ Return Air Ctin
Min. Vav Box Setpoint
Max. Vav-Box Setpoint
Plumbing Domestic Water Fixture, Units
Demand M Min.'SizeReq. -?CL
Domestic Water Heater Size L.:'-Input Rating
Meter ".
Sanitary Fixture Unit_ Req.. Min. Size <1 "
Vent- 2 Min. Size Req Z'
Grease Waste, Interceptor Size Gal. Lbs. ,
Location "
Waste m. tze eq. „
Vent Min. Size Req.
Natural Gas " HVAC CFH Length of Run w /
Makeup Air_CFH' from Meter ,
Equipment CFH
Dom. Water CFH
Pressurelr
Min. Line Size "
Total CFH Regulator_
Length of Run
Appliance Pressure
Min. Line Size
Meter Location . ;" Service Type Direct Utility, Billed
Landlord Redistribution
TSF-2V REV 4/94
Page I of 1
t
ti
Design Air Balance Summary (Variable Air Volume)
Revision. 3 I% "MAY.95
Project Seminole Towne Center Date Z /Q Q
TenantName.. :o*!d/ ` Space 7 Rev. Date:
Level:, GyA /61Z Sq. Ft : VAV
Boxes at Minimum Setpoint Ai
Device ". Supply - Outside • Exhaust , ReturnExhaReplacement pPress re . PCFM
Air CFM CFM. CFM _ . CFM CFM _ 1.
VAV- 2.
VAV - Z 3co= 3.
VAV:_ 4.
VAV= 5.,,
Kitchen Hood- , 6..
Makeup Air Unit 7
Kitchen Hood- 8.
Makeup Air Unit- 9.
Dishwasher Hood 10:
Toilet Exhaust 11.
Trash Exhaust 4 TOTAL
i V r
Replacement Air from, ', " Transfer Fan the
Common Area Gravity Total
VAV
Boxes at Maximum. Setpoint Device
Supply Outside Return Exhaust Replacement Pressure CFM "
Air CFM CFM CFM . CFM CFM 1.
VAV 2.",
VAV'= 3
VAV. 4: .
VAV = 5.
Kitchen Hood- 6, ,
Makeup Air Unit- 7
M Kitchen Hood - 8. ^
Makeup Air Unit- 9: "
Dishwasher Hood 10.
Toilet Exhaust OC 1
I TrashExhaust if TOTAL
4D Replacement Air
from Transfer: Fan the CommonArea
Gravity, Total 4
0 Page 1
of 1 TSF-3V
4/94
F
Ya
Flumbing Calculations
Pro)ect: Seminole Towne Center " bate: Revision:
Tenant ' ' cy/rJ/i/J"y:.. Space: Rev. Date:
Level LGA 2,-.. S Ft.: 9—
r
S U
Sanitary` Sanitary C W.. Water Water
Plumbing Fixtures Quantity' F.0 F.U. F.U. F.U. Demand Demand
L
Each Total, Each Total Each Total.
a :Water Closet`
Unnal
Lavatory 2 Z E f
Service Sink
VaterCooler a
Floor
Sink i
F
v ..
L
TOTAL_—
a
Vent
Sanitary' Water Required
Service
Connection iR
xn
Page; l of] TSF=
4REV 4/94
4 , r
Ductwork Static Pressure Drop Calculations
Project: Seminole Towne Center Date: Revision:
x Tenant Name: f. amji -A 3' to Spacer Rev. Date:
System: Sq. Ft:: p
I
Section CFM . Size ; Delta-P/ Length Fitting Section Accumulated Accumulated
3 J 100 Ft. Equivalent Delta-P . Equivalent Delta-P
Length Length
1" 4bs)
TOTAL 5Z
M
Page 1 of 1
TSF-7 REV 4/94
7--
J U-N 16 !-S 5
1 VRA PJ1Z IL AQ nrwrca
ARC iI ' T,-,ECTURE*PLANNING*INTERIOR DESIGN
THE WOODS OFFICE PARK
3613 WEST PIONEER PKW`Yj SUITE B
ARLINGTON, TEXAS 76013-4517
817) 860-0400 FAX (817) 860-1424
1 '. 33 AM LEMONS & ASSOCIATES 817 860 1424 Pose
TO: cAny wlAfN
C1 Tr or SANFORI) LVILDIAG jTrT
Date: JUNE 16, 1995
Regarding:
Approval for permit
We are sending you via: Faxes; US Postal UPS
Federal Express Courier
The following items:
Prints Reproducible Sepias Copy of Letter
Specifications Change Order Progress Status
Other CQPK. r- OQ ezn r-egarding fn;lgp
Transmitting 2 pages, including this transmittal. if pages are missing,
kindly notify us at once.
These are transmitted as checked below
R For Approval 0 Approved as submitted
0 For your use El Returned for corrections
171. As requested 0 Markups for completion:
0 For review and comment 0
Remarks:- PJFASF ADVISE US AT 817-860-0400 as soon -as approval hat been
n 1 yan on these drawings can eidyhze The aginjUX C=QUng to
go ahead with their permit process.
Copy: Signed,
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SEMINOLE TOWN CENTER, SPACE #E7
SANFORD, FLORIDA
ARCHITECT: LEMONS & ASSOCIATES
ARLINGTON. TEXAS
817) 860-0400
JOB NO.: 95017
DATE: 06/16/95
G
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A R E A T A 8 U L A T t O N
C...... .... 0.35
E................ 1 . 05
F..................... i3.88
G...... ............ 2. 76
H ......... ,, 21 .31
I............ 5,45
J.................................... 2.75
K......... .........................13.88
L..................... 0.95
M................................ 73.13
N................................... 59.87
G.— .. .. . .... 0.94
P......... ...................... 14.08
0.......................................7.63
R........................ 14, U1
S.......................... 1 , 03
T............ ..................... 58:78
U.................................... 51.44
Y................. 18.08
W.................... 41. 09
X....................................60.60
Y............... 15.00
Z...................................126. 00 .
AA ..... ................... 115.00
BB........................ 43.79
CC..................................25.51
DD.................. 0.60
EF..... .............. 11 .°65
FF..................... 1.25
GG.. _ ............................... 23,17
MH.......... ................... 6:54
Ii.................... 6.54
JJ...... ..... ........................2 125
KK.................................. 23 , 17
LL............ ..................... 16, 03
M14....................... 6,54
Nib........ ............ 6.54
Oa: ................ 23.17
TOTAL 'Uh-HABITABLE• AREA = 977. 04 S.F.
TOTAL LEASE SPACE 3963.0.0 S;F.
977.00 S.V.
TOTAL 'HABITABLE, AREA = 2986.00 S.F.
TRANSMITTAL LETTER
PROJECT: The Bombay Company
name, Seminole Towne Center
address) Sanford Florida
On Site City Inspector
TO: Seminole Town Center
183 South Oregon Avenue
Sanford, Florida 32771
PHONE (407) 324-7556
ATTN: Mr. David Grover
WE TRANSMIT:
ARCHITECT'S
PROJECT NO. 95017
DATE: June 14, 1995
If enclosures are not as noted,
please inform us immediately.
If checked below, please:
O Acknowledge receipt of
enclosures
Return enclosures to us
X),herewith
j under separate cover via
in accordance with your request
FOR YOUR:
X) approval ( ) distribution to parties (X) information
X) review &comment (X) record
X) use ( )
THE FOLLOWING:
X) Drawings ( ) Shop Drawing Prints ( ) Samples
X) Specifications ( ) Shop Drawing Reproducible ( ) Photograph
Change order ( ) Product Literature ( }
COPIES DATE REV. NO. DESCRIPTION CODE
1 03/28/95 4-6/13/95 Blueline prints: Al. E
CODE: A. Action indicated on item transmitted D. No action required
B. For signature and return to this office E. See REMARKS below
C. For signature & forwarding as noted below
under REMARKS
REMARKS: Dear Mr. Grover•: Please find enclosed one biueline print of sheet
Al with "embossed" seal for plan review/building permit. I will call you
Friday, June'16,1995, to verify your 'approval.
If you have any questions or require additional information, please call.
Thank You !
COPIES TO: (with enclosure) LEMONS & ASSOCIATES
File ( ) Architecture Planning Interiors
The Bombay Company ( )` 3613 West Pioneer Parkway
1)
Arlington, TX 76013 (817) 860-0400
By: Jim F. Lemons, A.I.A.
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
6 7
PERMIT ADDRESS 1 PERMIT NUMBER 96"- `"I )
Total Contract Price of Job ,$75, 000.00 Total Sq. Ft. 3,963
Describe Work Finish -out of existing space within mall : ; ke
Type of Construction IV Unprotected Flood Prone (KIM) (NO)
Number of Stories One Number of Dwellings N/A Zoning
Occupancy: Residential Commercial Group "M" Industrial
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER 75-1475223
OWNER The Bombay Company PHONE NUMBER (817) 347-8270
ADDRESS 550 Bailey, Suite 711
CITY Fort Worth STATE Texas ZIP 7,6107-2111
TITLE HOLDER (IF OTHER THAN OWNER) Same
ADDRESS
CITY STATE
BONDING COMPANY
ADDRESS
CITY STATE
ZIP
ZIP
ARCHITECT Lemons & Associates
ADDRESS 3613:W. Pioneer Parkway Suite B
CITY Arlington STATE Texas ZIP 76013
MORTGAGE LENDER
ADDRESS
CITY
N/
STATE ZIP
CONTRACTOR- .N t e -de erm r erL PHONE NUMBER /- 2 40
ADDRESS A, d fi ST. LICENSE NUMBE
L12r CITY
STATE ZIP 3 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. y ,
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Signature
Owner/Agent & a 1Contr ctor &
Date Jim
F. ([Df
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A. 1. A. , v (_._ Sri H c Z 4J
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wawv- ro 7S'
gna re of Notary & ate Si natu o Not ry & Date e
LEI ,
N A Tt PSl, P lARY 1 . E OTAY
PUBLIC, STATE OF FLOR@A svo , PUBLIC + GG132860 sd o xis 1Y GOP MI SiON n k 4 1995 tte` fey Commis,+on Expires 3;2719,3 +ta'r' ' A'u9, , ee <
e « <e « « e< ee ee « <e « e< « ee « ee « m ,.,.
s..--•--
Application
Approved BY: Date: FEES:
Building Radon Police A/ Fire Open
Space %j Road Impact Application PERMIT
VALIDATION: CHECK V CASH DATE B ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN THIS
APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
AUG 11 02:12PM E>jMBAY REALTY MGT
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P.2/L i
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BOMBAY REALTY 'MANAGEMENT COMPANY
PHONE (617) 347$370 i FAX (817) 877:5073
550 BAILEY AWENUE, 5UITE 700 / FORT WORTH, TEXAS 76107
1
j August UP 1995
SIGNAKI, IN0-
i
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s
9030 Premier Row
Dallas, TX 75247
RE: Seminole Town Ccntcr
Sanford, FL
To Whom This May Concern:
This letter will serve as authorization for Jayco Slgn'Company to ttct_utl our h half in ecuring`si n permits for '
the above mentioned location. a
Should you hae any questions please call me at (817) 347-8270.
Sincerely
8tev Fry
Director of Construction \
14.lRIa l TV iVIF
TNIS'rCf 191tJ
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NOTARY PUBLIC
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Notary PublicSlateof1,ft
yy
Texasrc^:,+ ARf Comm. . 6Y 3. 1997
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KEY PLAN
SEARS
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rnlernaiy ftumrote-d
io5ricoted ahminuum sign
ELEVATION
PJ SE1S Of REVIN-CI1T GOLD I&W
COPY REfli,@i2ED -
u; T
Wbiiify Bond Grophics Koles:
I. Vtsibilily bond g,opUcs are 2 112' tad! upper & rower case
Times New Rotnon, tevetse cut and applied to inside
w1cce of gloss. length of copy shall be 36 3/4'.
2. Cenler copy hc&onlollyon olms poner.
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refer to
section
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R 9"
The 1130mba-y Company
1 /2" routed & push-thru copy
sandblasted -clear.
Elevation \
Field - Wilsonart # 6261 (418)
Scale: 3/4" = 1' - 0" '\ overlay.
Trim & sides: Painted PPG 24839
to mofch Chemetal #912
Satin Bronze.
2' Continuous polished
brass sign base.
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Section Thru Illuminated Sign
Scale, no!Jo_scale.
SEMINOLE TOWN CENTER / SPACE #E7
SANFORD, FLORIDA
4/26/95
SHEET 5 OF 5
DESIGN# 95-181
Continuous hinge for front access.
125 alum. bock w/
Wilsonart #6261 (418)
overlay (pop stud to
bar stock.)
125 routed alum. face w/
Wllsonorl #6261 (418)
overlay (pop stud to
bar stock.)
1/2" clear plex sandblasted
pushed thru routed lace.
1/8" While diffuser
O' N.O, lamps
Continuous alum. stiffener for
plea backing. ( atlached W/ pop
studs & push nuts.)
Aluminum chonnel.
Closed Coll Foam light seal.
10/24 undercut countersunk
screws thru filler & threaded
Into channel.
1/2" x 1 1/2' alum. bot Stock
pointed to march Chemetal
912.
090 alum. filler, painted
to match Chemetal #912.
Continuous polished brass base.
1/2' dia, all threads by
Sion Installer, anchor
as req'd.
9030 Premier Row
Dallas, Tx. 75247
Fax (214) 637-4456
214) 637.4455
Job #4954
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luminoled
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Dus polished
base.
ox. primary
3ry power
General
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Section Thru Entrance scale: 3/4" = 1'-0"
THE aOMBAY COMPANY
SEMINOLE TOWN CENTER / SPACE #E7
SANFORD, FLORIDA
4/26/95
SHEET 3 OF 5
DESIGN# 95-181
SignArf
9030 Premier Row
Dallas, Tx, 75247
Fax (214) 637-4456
214) 637-4455
Job #d05a