HomeMy WebLinkAbout117 Towne Center Cir - 95-002244 (1995) (ANN TAYLOR) (INTERIOR REMODEL) DOCUMENTSl-Trull cn-
ZONE r DATE
CONTRACTOR R To L T 6`y_
ADDRESS
PHONE #
LOCATIOP
OWNER
ADDRESS
PHONE #
7U_ LUMBING CONTRACTOR
ADDRESS
PHONE #
3' ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE # -
ISCELLANEOUS CONTRACTOR.o "
r A(-
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS ()
FINISHED FLOOR
ELEVATION REQUIREMENTS ()
ARCHITECTURAL APPROVAL DATE:
SUBQIVISION: /
PERMIT # C2) q4 LOT NO.
JOB ` C IY = BLOCK:
00 SECTION
COST $_Onn,
SQUARE FEET:
FEE $ MODEL:
STATE NO. OCCUPANCY CLASS:
FEE $_
FEE: $_-
FEE $ 6
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ / 1 0(::) ENERGY SECT.,
qc-- 370s— 41
CERTIFICATE OF OCCUPANCY
ISSUED # / / DATE: _
FINAL DATE
EPI:
BP101IO2 CITY OF SANFORD
Land Master Selec ion By Street Address
9/12/9=
14:21 :02
Tvoe options. press Enter.
1=Select 5=View detail
Opt Street address Owner'
10 TOWNE CENTER CR li!itfYE GARDEN
20 TOWNE CENTER CR
40 TOWNE CENTER CR
50 TOWNE CENTER CR S r1ZN^ C Tn JA1C rc T=
100 TOWNE CENTER CR GIFTS
100 200 TOWNE CENTER CR 11570oo 1-11a194 2080
101 TOWNE CENTER CR GALA ROOM F-15
V
102 TOWNE CENTER CR HOME FURNISHINGS
TE
103 TOWNE CENTER CR s'r•-i.iTtq E WNE !^cwr•r--v-&r r
104 TOWNE CENTER CR
105 TOWNE CENTER CR
7/zo/95-0 2S06
MALL DISPLAY BOXES
107 TOWNE CENTER C0I137,S0 CAMELOT
108 TOWNE CENTER CR` 487,S0 81g1g5-jj 2549 BRIAR PATCH
109 TOWNE CENTER CR NaNE Duc WIND DANGER
110 TOWNE CENTER CR4c787.'s0 gl,51gst} a48,3 REGIS HAIRSTYLING +
F3=Exit F12=Cancel
07-04 SA MW KS IM II S1 AO KB
BPIOII02 ` CITY OF SANFORD 9/12/95
f Land Master Selection By Street Address 14:23:32
7voe options. press Enter.
1=Select 5=View detail
Opt Street address
Owner
111 TOWNE CENTER CR WAR ROOM F-11
112 TOWNE CENTER CR N61`6e' 4)UE CANDLEMAN
113 TOWNE CENTER CR%//37,5b DESIGNS LEVY
114 TOWNE CENTER CRerossa 7//8/Vs- :tr 2503 ZALES JEWELERS
117 TOWNE CENTER CR 965o '7/25/9S"-w 2520 ANN TAYLOR
120 TOWNE CENTER CR51325 17/1,1/95-it2g97 6 SACINO' S FORM.
122 TOWNE CENTER CR,6`/62,50 ?12.vlg5-w 25 THE BODY SHOP
123 TOWNE CENTER CR Pf fNO E 4:QW4C Q-E*-TE
126 TOWNE CENTER CR%gS75-o fo13o/9stt2Y7,? BE BE
127 TOWNE CENTER CR- i-7oo s/As/yr 4.7334 STRUCTURE DEPT STORE
128 TOWNE CENTER CR
129
130
TOWNE
TOWNE
CENTER
CENTER
CR
CR $4/87•So q/3,/95-.*2529 CHACHE
132 TOWNE CENTER CR$//g7.so s12219S#-2333 DISNEY STORE
135 TOWNE CENTER CR$/950 5/aa//q,s4(233i LIMITED CACIQUE
F3=Exit F12=Cancel
07-04 SA MW KS IM II S1 AO KB
FROM THE CITY BUILDING OFFICIAL
September 12, 1995
TO: . . _ "1.1 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 "^'Q S o 1
Public
Utilities 11 r CyCch ow fEe- P9/,i.-7
GW/ar
APPLICATION FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA ///
DATE PERMIT NO.
To the Building Official:
The undersigned hereby applies for a permit for the
following described work:
OWNER
ADDRESS cZ
NATURE OF • ' /i
LEGAL DESCRIPTION
APPLICANT'
APPLICANT'
APPLICANT'
VALUATION
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
Building ficial
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
State No.
CITY OF SANFORD, FLORIDA
PERMIT NO. DATE O la 3C
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME &,j `
ADDRESS OF JOB —
MECHANICAL
RESIDENTIAL COMMERCIAL
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
FUEL
MOTOR H.P.
ni
Number II AMOUNT
B.T.0 INPUT _OUTPUT I A—j vl v "
VALUATION /n. /)/) I r GNU
NOTE: MINIMUM PERMIT FEE $1.50 / )TOTAL
Master MMeechha/cal
COMPETENCY CARD NO. & 1 5"L2 9
LAS
UNITED STUDIOS
oSign Group 2120 North County Road 427, Longwood, FL 32750 Phone: 407-831.3484 Fax: 407-831-3272
POWER OF ATTORNEY
Date:
I hereby name and appoint of United Studios Sign Group to be my
lawful attorney in fact and to act for me and apply to for
and to sign my name and do all things
necessary to secure a permit for the property listed below.
Job Name and Address:
President
United Studios Sign Group
Acknowledge:
Sworn to and subscribed before me this day of , 1995 personally appeared before
me Bob Lee who is personally known.
62eeIzz,
l ,
ary Public
commission expires: 1 G C(
t
eo.•'
o,' Irolary public, State of Florida
JULIE McAFEE
My Comm. Exp Feb. 16. 1996
Comm, No. CC 180787
ow i
FEM ,
SIGN
Divw= RKle sl Signs Crrpor'ation
July xs, 9ss
R CEIVED
Tv:
Am Tsylor,,! JUL 2 5 (ss5
Rram: Pcrry Dan ..
F'S' - BY PURCHASING
Re: Stop # 391. - Sarin0le Taws Cam
Semirnir, FL
jCC'Suran E. Vf tidrsusw
I l
Federal Sip to faba 900 aati tWte
1) One swtdud mreftod 4isPIVY
on bknkst order)
Fob iaolia i:
lm
IhaiQuatlon.
1) One sx s=dwd rash
on bkmbet order)
Fabrfeation:
lurnlladoii:
corned
Note: Pzidw does tit include tm and Permit fi=.
q At391 ,
3ZO CFCWY v$&Y • SAWA. ANA CA[ FCMA 9Mt . PRONE MA) 9"4141 • MX (714) 546p>'i< It'.
FEDERAL
SIGN
Division Federal Signal Corporotion
September 13, 1995
For permitting Purposes
Re: Ann Taylor signage - Seminole Town Center
To Whom It May Concern;
On 7-27 Debra Lisheid, of the Arm Taylor Purchasing Department, authorized Federal
Sign to fabricate and install 1 set each 15" extelior non -illuminated fetters and interior S'
non -illuminated letters. All per drawings 4953 N - l thru 4 of 4.
RespeC uy,
Dan Gillespie 'l
619 941 4715
A602 NORTH AVENUE - OCEANSIDE, CALIFORNIA 92056 • PHONE (619) 9-i1-07f5 • FAX (619) 941-0719
together with the following tracts of real estate:
Tracts 5, 7, and 8 of the Seminole Towne Center Replat accordingtotheplatthereofrecordedinPlatBook47, Pages 8-10 of the
Public Records of Seminole County, Florida and Tracts 20 and 21oftheSeminoleTowneCenterReplatNo. 2 according to the platthereofrecordedinPlatBook49, Pages 27-29 of the -Public
Records of Seminole County, Florida, all lying in Sections 29 and32, Township 19 South, Range 30 East.
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SEP-12—SS 24.32 FROM.ANNTAYLOR STORE PLANNI14C— ID.
New York. New Ycik
100 sp
212 541.3300
7=-
PAGE 2/2
lax:
2125d1.3379 ! '
A:NNTAYLOR.
September 12 1995 .
Building Department
City of Sanford
Sanford, FL 32771
Re: AnnTaylor Store #391 Seminole Town Center, Sanford, FL
Dear Sirs:
I -am writing to request a temporary C•ertifici te of Occupancy for the -above
referenced score so that the store may be stocked and training may proceed until
the mall and AnnTaylor receives their final Certificate of Occupancy.
Please call .me at (212) 541-3278 with any questions.
Thank you.
i
incerely, / /
r
l .
ly . I e,
Richard Vallee
Project Manager
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CITY OF SANFORD. FLORIDA
3:3PERMITNO- DAT %
C_ 6
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME / t NAI 74 y G c7X-
ADDRESS OF JOB— 117 7O w"' G A/T— G i..t
ELEC. CONTR 572f f; 4 Ltl G j- Residential Non-residenfial_
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Change f Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Am2 Service
201 Amp and a ove
New Commercial Amp ervice
Application Fee
I;
TOTAL II
by signing this application I am stating 1 will be in compliance with the NEC including Article 110. Section 110.9 and 110-10.
Building Official Master Electrician
i---0//730
STATE COMPETENCY NO.
CITY OF SANFORD. FLORIDA
PERMIT NO. `, DATElr_l S
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
OWNER'S NAME
ADDRESS OF JOB / l—T Gtld _. vLr, —
PLUMBING CONTR. ' Res. comm.—
Subject to rules and regulations of Sanford plumbing code.
Residential: I Number I Amount
Alteration, Addition, Repair
I
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap I
Sewerr
Water Piping
Gas Piping
Factory -built housing
Mobile Home
Application Fee p
Minimum Commercial Permit: $25. 0o Total
COMPETENCY CARD NO t- P,610 S
DATE:
BUSINESS
ADDRESS:
rhuNt, Nur tK: k
CITY OF SANFORD
FIRE:DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
PERMIT #: 2 7
PLANS REVIEW 13 TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ 26. 3
COMMENTS: efh n s i /de./ 451317 ,S9
I —
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
City of Sanford, Florida. '
re Prevention Applicants Signature
CITY OF SANFORD
FIRE:DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: $ PERMIT
BUSINESS NAME: 00 % 9
ADDRESS:/
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT d
COM4TS :--
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
City of Sanford, Florida.
Sanford Fire Prevention rplTI&nts Signature
CITY OF SANFORD, FLORIDA
ON
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APPLICAAIO 1 ,FOR BA/]Y/0/?-
PERMIT
PERMIT ADDRESS -°"' .
r-
r CjJG/(1y!(%L,/
l`
i /'/}G/-7PERMIT NUMBER
Total Contract Price of Job at) S3fjr
Total Sq. Ft.
Describe Work 4-n$7-,fl/,
Type of Construction
Number of Stories
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
w
d %`ram 5 —lip S L(5 7z—:-M
Flood Prone (YES) (NO)
Number of DWE:llings Zoning
Commercial X Industrial
lease attach printout from Seminole Count
OWNER C.G•UlL%x,//l yONE NUMBERC Stir,c Tv tJ.lc ADDRESS
11<k;- • L 4SIF,^.I//irTi t/ CITY
STATE ZIP TITLE
HOLDER (IF OTHER THAN OWNER) ADDRESS
CITY
STATE BONDING
COMPANY ADDRESS
CITY
ARCHITECT
ADDRESS _
CITY
MORTGAGE
LENDER ADDRESS
CITY
STATE
STATE
STATE
ZIP
ZIP
ZIP
ZIP
CONTRACTOR .
IX/i HG ! ZG k 1GjLS PHONE NUMBER 3 3/ -7yhy ADDRESS •
7G(Cl 43l=/UNGI? I Z ST. LICENSE NUMBER CoBSI %CbO49! ` CITY
boy&toa)J) STATE J:'L ZIP ttr*
tr*,t***,r**,r*,r,r***,r,t**,r*,t*,r*,t,t,r,t,t*,t*,t,t*,t,t,ti•,t**,t,t*,t**,t,t***,t**,t*******,t**,t,t,ttr,t,r****,tw* 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. t**,
t*,t***,t******ir,t,t*,t**,t*tr,,t,t*,t*,t****,t*rt***i t*rr*********w*,trt***t **,tw*******,t,t* H
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of Owner/Agent & Date Sicnat.ure of Contractor & Date 0 a y//
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or Print Owner/Agent Name Type or P in tr tor's Name 0 Z
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of. Notary & Date Si natu Notary & Date 0
Official
Seal) Official Seal) n C
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1A1 It A FAYE CARTER My
CorNT"vion CC353520 Expires
Mar. 07. 1998 Bonded
by ANB off
o e' 800-852-5878 Application
Approved //gg Y: Date: FEES:
Building D.(/ Rad Police Fi Open
Space Ro d Impact Ap lycation PERMIT
VALIDATION: CHECK CASH DATE BY ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS
APPLICATION USED FOR WORK VALUED $2500.00 OR MORE O
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Sprinkler GB
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 GB Upright and
Pendent and Recessed Pendent
Automatic Sprinklers are standard
spray sprinklers. They incorporate the
latest in heat -responsive, glass bulb
technology, which results in a much
smaller more attractive sprinkler than
those manufactured with a more
traditional design approach. The
operating mechanism consists of a
liquid -filled 5 mm diameter frangible
capsule that is only 1.6 cm in length.
The Model GB Automatic Sprinklers
are intended for installation in
accordance with current NFPA 13
Standards. They are available in 112"
orifice size and a variety of
temperature ratings, finishes and
decorative coatings.
The Model GB Recessed Glass Bulb
Automatic Sprinkler incorporates a
significant cost saving feature; a 2-
piece special escutcheon assembly
that provides for %" of field adjustment
resulting in an easily accomplished
tight fit against the ceiling.
Operation: The glass bulb capsule
operating mechanism contains a heat -
sensitive liquid that expands upon
application of heat. At the rated
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 appropriate
information contained in this brochure.
Model: GB
Style: Upright, Pendent or Recessed
Pendent (adjustable)
Escutcheon: Model GB'/2" Recessed
Note: For the recessed version, only the
Model GB'h" Recessed
Escutcheon assembly may be
used. Substitution of other
recessed" escutcheons may
impair the operating sensitivity and
distribution pattern and void
manufacturer's warranty.
Orifice Size: t/" (12.7 mm)
K-Factor: 5.6 (80.08) nominal
Thread Size: '/z" (12.7mm) N.P.T.
Temp. Rating & Glass Bulb Color:
135°F/57°C Orange
1550F/68°C Red
1750F/790C Yellow
200°F/93°C Green
2860F/141 °C Blue
360°F/182°C Purple (360= not F.M.
Approved)
Approvals: UL, U.L.C, F.M.
Meets: MIL-STD-910C, MIL-STD-167-1,
and MIL-STD-810-C shock,
vibration, and salt fog tests for
maritime applications.
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test: 100% at 500 p.s.i.
Standard Finishes:
Sprinkler: brass or chrome plated
Escutcheon: brass or chrome plated
Corrosion -Resistant Coatings (U.L. Only):
white and black painted
Highest Allowable Ambient Temperature for
Storage of Sprinklers: 100°F/38"C
Adjustable Range Below Ceiling:
3/4" to 13/8"
Length: 2" (31.8 mm)
Width: 1" (25.4 mm) (frame arms)
Weight: 2.0 oz. (56.7grams) Pendent
2.5 oz. (70.9 grams) Upright
3.5 oz. (99 grams) Recessed Pendent
T"
2" Orifice Automatic
Sprinkler
No.
3.6.0
Figure 1
Model GB Upright Sprinkler
1 3/8" Diameter
Figure 2
Model GB Pendent Sprinkler
1
1
1 /
I I
FACE OF I
REDUCING I
COUPLING
1 11/i6" Ref. 7q 2"
1 3/16" Diameter i
Figure 3
Model GB Recessed Pendent Sprinkler
1 , 1 ,
1 , 1
2" Minimum Diameter
1 2 1/4" Maximum Diameter
1 I
1
SUPPORT CUP j I
I I
I I
F I
Model GB 112" Recessed —
Escutcheon
11
2 7/8" Diameter
COUPLING
1" MAX. "1 4!
3/8` MIN.
FINISHED
CEILING
LINE
1 318" MAX.
3/4" MIN.
2
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.
r3 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/a" nor more than 1 V 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
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 & the original configuration, additional Orderingsprinklersmustbeinstalledto
ction rir] Maintenance mDotain
not attemtherptto replacelsprinklers Information
without first removing the fire
Sprinklers must be handled
carefully. They must not be
transported or stored where ambient
temperature may exceed 1000F/3811C.
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
01994 Central Sprinkler Company
Printed in U.S.A.
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 combustiorsor
excessive temperatures should be
inspected, and replaced if need be.
The Authority Having Jurisdiction will `
detail minimum replacement
refluirements and regulations.
fivarantee: Central Sprinkler
i5ompany 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
Central Sprinkler Company
451 N. Cannon Avenue. Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385
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
0.0689 bar
0.0703 kg/cm2
1 U.S. gallon = 3.785 dm
3.785 liters
Conversions are approximate.
GB.4
Hydraulics Summary Sheet
SOUTHEAST FIRE SPRINKLERS, INC. Designer: DAVID HUYSMAN III
799 BENNETT DRIVE Calc By: DAVID HUYSMAN III
LONGWOOD, FLORIDA 32750 Date: 7-27-95
Project Information
ANN TAYLOR
SPACE # F-7 SEMINOLE TOWNE CENTER
SANFORD, FLA.
Contract No: 65084
Building: SEMINOLE TOWNE CENTER
System ID: @N57000
Ref Drawing: FP1
Const: STEEL -NON COMBUSTIBLE
Occupancy: MERCANTILE
Authority: CITY OF SANFORD
System Information
Hydraulics Design Criteria
Standard: NFPA 13
Hazard: ORD. GROUP 2
Figure: 5-2.3 Curve: 3
System Type: WET
Density: .20 GPM/SgFt
Remote Area: 1500 SgFt
Spr Cov: 130 SgFt
Sprinklers & Nozzles
Manufac: CENTRAL
Model: ROYAL FLUSH CONCEALED
Size: 1/2
K-Factor: 5.6
Temp Rating: 162
Sigma Dynamics Corporation
Hydraulics Information
Demand ...
Sprinkler_
Required Pres: 52.85 PSI
Required Flow: 421.77 GPM
Static Elev: 0.00 Ft
System
Total Pres: 52.85 PSI
Add'l Flows: 0.00 GPM
Hose at Srce: 250.00 GPM
Total Flow: 671.77 GPM
Supply...
Water Flow Test
Static: 60.00 PSI
Residual: 48.00 PSI
Oty Flowing: 1500.00 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) 57.28 PSI@ 671.77 GPM
F) 52.85 PSI@ 1134.46 GPM
Margin...
Pressure: 4.44 PSI
Flow: 462.68 GPM
7700 Hydraulics
SUBMITTAL SERIAL NO:2968HY1
ANN TAYLOR
07-27-1995 PAGE 1
FLOW TEST RESULTS
Water Supply
STATIC 60.00 PSI
RESIDUAL 48.00 PSI @ 1500.00 GPM
CITY PRESSURE AVAILABLE AT 671.8 GPM 57.28 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
200 27.72 18.00 5.60 2d 5r,
201 27.24 17.20 5 .60 23 . 1:1^
202 26.57 15.00 5 . t:sC) 22 51
203 26.25 24.00 5.60 21.97
204 26.07 24.00 5.60 21.%
205 26.93 23.00 5.60 23.12
206 26.23 21.80 5 6ti 21.4
2.07 2.5.89 15.40 60 2'1 .38
208 25 .70 21 .80 5.60 211 . 0r,
209 25.26 21.80 5.60 20.35
210 25.17 16.60 5.60 20.20
21.1 27.84 24.80 5.60 24.72
212 27.31 24.80 5.60 23.78
213 26.25 24.80 5.60 21.98
214 25.75 25.60 5.60 21.14
215 25.60 25.60 5.60 20.90
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 11 TO 105
421.77 GPM
250.00 GPM
671.77 GPM
52.85 PSI
0.00 PSI
14.84 FPS
SUBMITTAL SERIAL NO:2968HY1 07-27-1995 PAGE 2
ANN TAYLOR
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
115 215 1 .04-9 L 2.00 C=120 PT 20.90 215 )
Q 25.60 F=T F 5.00 PE 0.87
DR T 7.00 0.2055 PF 1.44
114 115 1.610 L 10.00 C=120 PT 21.47 115)
Q 25.60 F=0 F 0.00 PE 0.00
BN T 10.00 0.0255 PF 0.25
PT 21.72 114 )
114 214 1.049 L 2.00 C=120 PT 21.14 214)
Q 25.75 F=T F 5.00 PE 0.87
DR T 7.00 0.2076 PF 1.45
113 114DO 25.60 1.610 L_ 9.67 C=120 PT 21.72 114)
Q 51.35 F=0 F 0.00 PE 0.00
BN T 9.67 0.0924 PF 0.89
PT 22.61 113 )
113 213 1.049 L 2.00 C=120 PT 21.98 213)
Q 26.25 F=T F 5.00 PE 0.87
DR T 7.00 0.2153 PF 1.51
112 113DO 51.35 1.610 L. 9.67 C=120 PT 22.62 113)
Q 77.60 F=0 F" 0.00 PE 0.00
BN T 9.67 0.1985 PF 1.92
PT 24.54 112 )
112 212 1 .049- L_ 2.00 C=120 PT 23.78 212 )
Q 27.31 F=T F 5.00 PE 0.87
DR - T 7.00 0.2316 PF 1 .62-
Ill 112DO 77.60 2.067 L 9.67 C=120 PT 24.53 112)
Q 104.91 F=O F 0.00 PE 0.00
BN T 9.67 0.1027 PF 0.99
PT 25.52 111 )
111 211 1.049 L 2.00 C=120 PT 24.72 211)
Q 27.84 F=T F 5.00 PE 0.87
DR T 7.00 0.2400 PF 1.68
12 111DQ 104.91 2.067 L 15.00 C=120 PT 25.53 111)
Q 132.75 F=T F 10.00 PE 0.00
BN T 25.00 0.1587 PF 3.97
11 12 4.260 L 12.00 C=120 PT 29.50 12)
Q 132.75 F=0 F 0.00 PE 0.00
NC T 12.00 0.0047 PF 0.06
PT 29.56 11 )
SUBMITTAL SERIAL N0=2968HY1
ANN TAYLOR
Location Flow Pipe
in Size
From To GPM IN
110 210 1.049
Q 25.17
DR
109 110 1.610
Q 25.17
BN
109 209 1'.049
Q 25.26
DR
108 109DO 25.17 1.610
Q 50.43
BN
108 208 1.049
Q 25.70
DR
107 1080Q 50.43 2.067
Q 76.13
BN
107 207 1.049
Q 25.89
DR
106 107DQ 76.13 2.067
Q 102.02
BN
106 206 1.049
Q 26.23
DR
105 106DO 102.02 2.067
Q 128.25
BN
105 205 1.049
Q 26.93
DR
07-27-1995 PAGE 3
Fittings Equiv Friction Pressure
Length Loss Summary
Devices Ft PSI/Ft PSI
L 2.00 C=120 PT 20.20 210)
F=T 1= 5.00 PE 0.87
T 7.00 0.1991 PF 1.39
L 6.50 C=120 PT 20.72 110 )
F=0 F 0.00 PE 0.00
T 6.50 0.0247 PF 0.16
PT 20.88 109 )
1_ 2.00 C=120 PT 20.35 209 )
F=T F 5.00 PE 0.87
T 7.00 0.2004 PF 1.40
L 8.50 C=120 PT 20.88 109)
F=0 F 0.00 PE 0.00
T 8.50 0.0894 PF 0.76
PT 21.64 108 )
L 2.00 C=120 PT 21.06 208)
F=T F 5.00 PE 0.87
r 7.00 0.2069 PF 1.45
L 6.00 C=120 PT 21.64 108 )
F=0 F 0.00 PE 0.00
T 6.00 0.0567 PF 0.34
PT 21.98 107 )
L 2.00 C=120 PT 21.38 207 )
F=T F 5.00 PE 0.87
T 7.00 0.2099 PF 1.47
L 6.00 C=120 PT 21.98 107)
F=0 F 0.00 PE 0.00
T 6.00 0.0975 PF 0.58
PT 22.56 106 )
L 2.00 C=120 PT 21.93 206)
F=T F 5.00 PE 0.87
T 7.00 0.2148 PF 1.50
L 8.50 C=120 PT 22.56 106)
F=0 F 0.00 PE 0.00
T 8.50 0.1489 PF 1.27
PT 23.83 105 )
L 2.00 C=120 PT 23.12 205 )
F=T F 5.00- PE 0.87
T 7.00- 0.2256 PF 1.58
SUBMITTAL SERIAL NO:2968HY1 07-27-1995 PAGE 4
ANN TAYLOR
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
it 105DO 128.25 2.067 L 17.00 C=120 PT 23.83 105)
Q 155.18 F=T F 10.00 PE 0.00
BN T 27.00 0.2118 PF 5.72
4 11DO 132.75 4.260 L 6.00 C=120 PT 29.55 11)
0 287.93 F=0 F 0.00 PE 0.00
NC T 6.00 0.0196 PF 0.12
PT 29.67 4 )
104 204 1.049 L 2.00 C=120 PT 21.67 204)
Q 26.07 F=T F 5.00 PE 0.87
DR T 7.00 0.2125 PF 1.49
103 104 1.610 L 12.00 C=120 PT 22.29 104)
0 26.07 F=0 F 0.00 PE 0.00
BN T 12.00 0.0264 PF 0.32
PT 22.61 103 )
103 203 1.049 L 2.00 C=120 PT 21.97 203)
0 26.25 F=T F 5.00 PE 0.87
DR T 7.00 0.2152 PF 1.51
102 103DO 26.07 1.610 L. 6.00 C=120 PT 22.61 103)
0 52.32 F=0 F= 0.00 PE 0.00
BN T 6.00 0.0957 PF 0.57
PT 23.18 102 )
102 202 1.049 L 2.00 C=120 PT 22.51 202)
Q 26.57 F=T F 5.00 PE 0.87
DR T 7.00 0.2201 PF 1.54
101 102DO 52.32 1.610 L. 6.00 C=120 PT 23.18 102)
0 78-.89 F=O F 0.00 PE 0.00
BN T 6.00 0.2046 PF 1.23-
PT 24.41 101)
101 201 1.049 L 2.00 C=120 PT 23.66 201)
Q 27.24 F=T F 5.00 PE 0.87
DR T 7.00 0.2305 PF 1.61
100 101DO 78.89 2.067 L 8.50 C=120 PT 24.40 101)
Q 106.13 F=0 F 0.00 PE 0.00
BN T 8.50 0.1049 PF 0.89
PT 25.29 100 )
100 200 1.049 L 2.00 C=120 PT 24.50 200)
Q 27.72 F=T F 5.00 PE 0.87
DR T 7.00 0.2380 PF 1.67
SUBMITTAL SERIAL N0:2968HY1
ANN TAYLOR
07-27-1995 PAGE 5
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
10 100DQ 106.13 2.067 L 17.00 C=120 PT 25.30 100)
Q 133.85 F=T F 10.00 PE 0.00
BN T 27.00 0.1611 PF 4.35
4 10 4.260 L 4.00 C=120 PT 29.65 10)
0 133.85 F=0 F 0.00 PE 0.00
NC T 4.00 0.0048 PF 0.02
3 4DO 287.93 4.260 L 6.00 C=120 PT 29.67 4 )
0 421.77 F=0/T F 16.00 PE 0.00
FM3 f 22.00 0.0398 PF 0.88
2 3 4.260 L 245.00 C=120 PT 30.55 3)
0 421.77 F=2E/2E F 27.20 PE 0.00
FM2 T 272.20 0.0398 PF 10.83
1 2 6.357 L 15.00 C=120 PT 41.38 2 )
0 421.77 F=BV/E F 20.00 PE 6.50
FR T 35.00 0.0057 PF 0.20
0 1 8.249 L 10.00 C=120 PT 48.08 1)
0 421.77 F=DCA/ALV,T F 33.00 PE 0.00
FM1 T 43.00 0.0016 PF 0.07
8" Febco Mod. 805YD - Double Check Assembly 4.00
8" Central Alarm Valve 0.70
PT 52.85 0 )
A. 1
1
1
1
1
1
1
I
ANN TAYLOR
Sigma Dynamics Corporation
7700 Supply / Demand Graph
111011111011111
Margin
Pressure 4.44 PSI
462.68 GPM
11.-=
i® a®
11=
lo m mm i®
I,-'1114TT' ATT, 1,*?f TT, 11 1 1 1
System Pn61 n.'d..
tSprinklgr Dep4nd S2.8S PSI e 421.77 GPM
Adcl i t i ono l, F 1 ovs 0.00 GPM
Hose at gourcIR 256.00 GPM
Tptal Demand, S2.8S PSI l 671.77 GPM
WaW Fbw ((3PU) , I --
J--
Water Supply..
Static 60.00 PSI
Residual 48.00 PSI C 1S00.00 GPM
Elevation 0.00 PSI '
t.
DO
CITY OF SANFORD, FLORIDA
A PLIC ION. OR BUILDING
l
PERMIT
PERMIT ADDRES Q1,( 1 OW C
9
Orotal Contract rice of Job
pv Describe work VK C 11
Type of Construction ,vI
Number of Stories
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
OWNER I
ADDRESS
CITz - 1 ,
TITLE HOLDER
ADDRESS
CITY
IF OTHER THAN OWNER)
BONDING COMPANY
ADDRESS
CITY
ARCH
ADDR
CITY
MORTGAGE LENDER
ADDRESS
CITY
PERMIT NUMBER — `f
VL VWt-111111JJ 4V11111y
Commercial Industrial
lease attach printout from Seminole County)
STATE
STATE
STATE
ZIP
ZIP
ZIP
CONTRACTOR (f A t'( [5. Cj U Vr i PHONE NUMBER 26_ a IS
ADDRESS Jt)pd j, 1.21 k: ST. LICENSE NUMBER
AD CITY L. Q ; C STATE _ 11 t nv S ZIP 600 d
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 THI: NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEE14
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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V / - ZS - O O ry
ne r//Agent & Date Signatureof Contractor & Date o a '< V
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Print Contrac is Name Slignature
of. Notary & Date C' - of Notary .& .Date-- f
qRL Ec*.lRWBLEY sJOHNG.
MAW ,
NOTARY PUBLIC, STATE OF FLORIDA Cain #
105M MY COMMISSION # CC476424 Ndwy
Mft — Cdfa k LOS
ANGM COUNTY EXPIRES: June 26, 1999 My
Comm. bpku APR 6.1999 Application
Appro d BY:/ _ Date: FEES:
Building . Radon (,5. 'Z Police Fire h.y Open
Space Road Im act. Application A) Q n PERMIT
VALIDATION: CHECK CASE,. DATE 77 bIS- BY ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) Owner/
Agent Name THIS
APPLICATION USED FOR WORK VALUED $2500.00 OR MORE
CITY OF SANFORD
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
June 19, 1995
Express Permits
1327 Post Ave.
Suite H
Torrance, CA. 90501
RE: Ann Taylor
117 Seminole Towne Circle
Sanford, Fl.
On June 19, 1995 I performed a plans review of the above project. The following
items were found.
1) MC cable not allowed concealed.
2) 1 hr. Fire rated ceiling required.
3) 2 lavatories required in female restroom.
The above plans are
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst
LOS ANGELES, CA EXPRESS PERMITSWASHINGTON, D.C.
1327 POST AVE. SUITE H - TORRANCE, CA 90501
310) 328-6300 - FAX: (310) 328-0336
TRANSMITTAL - SANFORD, FL. - DATE:
V1 FIRE DEPARTMENT [ ]
COMMERCIAL PLANS REVIEW
1303 S. FRENCH AVE
SANFORD, FL. 32771
TEL: 407.322.4900)
SEMINOLE
GARY GWINN
COMMERCIAL PLAN REVIEW
TOWN HALL
300 N. PARK AVE
SANFORD, FL 32771
TEL: 407.330.5656)
TOWN CENTER - SANFORD, FL.
ENCLOSED ARE THE FOLLOWING CHECKED ITEMS:
ORIGINAL PLANS (FOUR SETS) SIGNED -& SEALED BY A REGISTERED ARCHITECT
CHECK - NONE REQUIRED:
BUILDING PERMIT APPLICATION FORM
REGISTRATION APPLICATION FORM
X PLEASE ROUTE TO BLDG DEPT AFTER YOU HAVE REVIEWED PLANS.
PLEASE NOTE THE BELOW CHECKED ITEMS:
WITH THE SUBMITTAL OF THE ABOVE ITEMS, WE RESPECTFULLY APPLY FOR A
BUILDING PERMIT. LET ME KNOW IF YOU NEED ANYTHING FURTHER TO REVIEW
THE ENCLOSED PLANS.
PLEASE REVIEW ENCLOSED & ADVISE IF YOU CAN ISSUE A BUILDING PERMIT.
COULD YOU SEND US 5 PERMIT APPLICATION FORMS (WE ARE RUNNING LOW!)
COULD YOU SEND US YOUR FEE SCHEDULE (IF ANY) FOR PLAN REVIEW FEES.
ADDITIONAL COMMENTS):
THANK YOU! - PLEASE CALL IF YOU HAVE ANY QUESTIONS OR COMMENTS.
BY: MARK LEON / JEFF BARTHEL - EXPRESS PERMITS
FOR OFFICE USE - - - - - - - - - - - - - - -
CLST FAXED TO ..[]ARCHITECT ..[]PROD. MGR. ..[]G.C. - INITIAL:
TABS: []BUILDING
EXPRESS PERMITS ...gets your permits Faster!
EXPRESS PERMITS 1995
CITY OF SANFO"
BUILDING DEPARTMENT
SEMINOLE TOWNE CENTER OFFICE
June 19, 1995
Express Permits
1327 Post Ave.
Suite H
Torrance, CA. 90501
RE: Ann Taylor
117 Seminole Towne Circle
Sanford, Fl.
On June 19, 1995 I performed a plans review of the above project. The following
items were found.
1) MC cable not allowed conceiaed.
2) l hr. Fire rated ceiling required.
3) 2 lavatories required in female restroom.
The above plans are ;0VR v e -c,"
Your Servant;
Charles D. Grover, C.C.A.
Chief Code Analyst