HomeMy WebLinkAbout214 Towne Center Cir 95-2484; (a) INTERIOR RENOVATIONSZONE
CONTRAC'
ADDRESS
PHONE # _
LOCATION
OWNER _
ADDRESS
PHONE #
MBING CONTRACTORT—O U
ADDRESS
PHONE #
9f--z3o ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
DATE
W(LI, Or
MECHANICAL CONTRACTOR C & A4'`
ADDRESS
PHONE#
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS (__)
FINISHED FLOOR
ELEVATION REQUIREMENTS (__)
ARCH IT ECTURAL APPROVAL DATE:
PERMIT # 'Ur a
JOB X_-1
COST $
FEE $
STATE NO.
FEE 9;5—
FEE $ '
FEE $
SUBDIVISION: -
LOT NO.
BLOCK:
SECTION:
SQUARE FEET: --JL—
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EP1: ^
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CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE y
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CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS aH To(,,me 1 m4er CcrcleERMIT NUMBER q 5- 0- O
Total Contract Price f Job
Describe Work _l i l o
Type of Construction
Number of Stories
Occupancy: Residential
LEGAL DESCRIPTION
TAX I.D. NUMBER
Total Sq. Ft. / :
Flood Prone (YES) (NO)
Number of Dwellings Zoning
Commercial Industrial
please attach printout from Seminole Count
OWNER _ft, 6f : /"T 1 t 1J MCIA., Co
ADDRESSG(
CITY 4LAC e
TITLE HOLDER (IF OTHER THAN OWNER) _
ADDRESS
PHONE NUMBER %O/y -751 _Go,3
STATE &41 ZIP iv90 3 1,
CITY STATE.
BONDING COMPANY
ADDRESS
CITY
ARCHITECT Jae K /1,. /f/6/
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ADDRESS 7/0 WOC, D JcLv?)
CITY [)Ci $
MORTGAGE LENDER
ADDRESS
CITY
STATE
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ZIP
ZIP.
STATE % x ZIP
STATE ZIP
CONTRACTOR / / i 1 f >7 !1%Otc)A,) .r1I5.,,)PHONE NUMBER
ADDRESS (plSl /J,'ramR iiwy ST. LICENSE NUMBER
CITY STATE /F/ ZIP T.3d d I
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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Application Approved BY: Date:
FEES: Building n d Radon t5Police Fire r(} Open
Space Road Impact plic tion 1/0,,fq PERMIT
VALIDATION: CHECK CASH DATE G
BY
ORIGINAL (
BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0
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THIS
APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE 1
BP1U1I82 CITY OF SANFORD
Land Master Selection By Street Address 14:27:24
Type -,jtions. press Enter.
1=Seleot 5=View detail
Opt Street address
214 PRIEONANS_JEwELE `
216 TOWNE CENTER CR SENIN(JLE TOWuE-CEN'E
217 TOWNE CENTER CR$4/975-0 7/3/jqi-a2S2BAFTER THOUGHTSS
218 TOWNE CENTER CR$32- 7/711-5zf -24O6 EVERYTHING BUT WATER
220 TOWNE CENTER RieI87 u' 24S7 K-,JE#LERS 1|
222 TOWNE CENTER CR94 bsp'/fs-it 8 ' AND COMPANY
223 TOWNE CENTER CRX.5wo Z3--39RU8Y TUESDAYS
224 TOWNE CENTER CR%487.sb//9*,3S o BENTLY LUGGAGE
225 TOWNE CENTER CR
228 TOWNE CENTER CR$796-2-5'Gt-7=5*+246-6FOOTLOCKER
228 TOWNE CENTER CRdq7;- ?/a//9s*w zsc)q 8RODKSTONE
228 TOWNE CENTER CR f's-o a/q/qa5su SWEET FACTORY 231
TOWNE CENTER CR1487.S-o 5-7-9 232
TONNE CENTER q4`
2 s4,4 CRN0ms
oOsr SUNGLASS/HUT 23
TOWNE CENTER CR4<b 6/?) SENINoLETOWNE CENTE . a
C0"p*a F3=
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04 SA MW KS IM II S1 AO KB 8p101IO2
CITY OF SANFORD 9/12/95 Land
Nester Selection By Street Address 14:27:52 ' Type
optfono, press Enter. 1=
Seleot 5=Vfew detail Opt
Street address Owner, , 235
TOWNE CENTER CR$//*31'TO (" 33,9-o LIMITED TOO 236
TOWNE CENTER CR $8/9/q -Er:tr ,s4'G THE GREAT STEAK & PO 238
TOWNE CENTER CR!1/4toz.5o Z-507 SAQNU/JAPAN 239
TOWNE CENTER CR ' ~. ' LIMITED EXPRESS . 240
TOWNE CENTER CRieq7S- O/f/9s 254G FLAMERS CHARBDILED H 242
TOWNE CENTER CR NATURES TABLE 243
TOWNE CENTER CRX Z275- EXPRESS BATH/BODY 244
TOWNE CENTER CR 8" 7/`q S-** 2S/cl CAJUN CAFE 245
TOWNE CENTER CR lr. 246
TOWNE CENTER 4O CR3 ^A IAMoN ''J | N. 247 TOWNE
CENTER CR 248 TOWNE
CENTER CR /-goO V/|Lqs-1t Zc-7 2, SBARRO 249 TOWNE
CENTER CR *°^°C b*« 250 TONNE
CENTER CR,1(/4( 2'5b 7j1/ J=pr2Y8? PANDA EXPRESS 251 TOWNE
CENTER CR S + F3=Exit
F12=Canoel 87-04
SA NW KS IM II S1'AO -8
APFROM THE CITY BUILDING OFFICTAL
r,? September 12, 1995
TO:. All Concerned Departments
FROM: Gary Winn, Building Official,L._
SUBJECT: Issuance of Certificate of Occupancy for the Build
Out of Interior of Mall and Interior Local Stores
The undersigned have agreed to approve the issuance of the Certificate
Of Occupancy for all interior local stores and the Mall area itself.
Engineering
Zoning S C-)
Public Work
Utilities CyCch o. fE Q9y ENy
GW/ar
APPLICATION .FOR BUILDING PERMIT
CITY OF SANFORD, FLORIDA
DATE Z S PERMIT N0.
To.the Building Official:
The undersigned hereby applies for a permit for the
following described w ,rk: sf
n
OWNER
ADDRESS
NATURE OF WORK 5-r4L-(_
LEGAL DESCRIPTION
APPLICANT'S NAME TN%
APPLICANT'S ADDRESS ? —7W#/( r; f C L(946alcaf)
APPLICANT'S PHONE NUMBER
VALUATION
00
FEE
FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN
THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS
I certify that the above infor-
mation is true and correct and
that I will comply with all
applicable codes and ordinances
of the City of Sanford, FL.
Building icial Applicant's Signature
State No. 60 17BQ (
Upright,
Pendent
Pendent Recessed
Automatic Sprinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
Product Technical
Description 91 Data
The Central Model GB Upright and Model: GB
Pendent and Recessed Pendent Style: Upright, Pendent or Recessed
Automatic Sprinklers are standard Pendent (adjustable)
spray sprinklers. They incorporate the Escutcheon: Model GB'/2" Recessed
latest in heat -responsive, glass bulb Note: For the recessed version, only the
technology, which results in a much
Model GB V Recessed
Escutcheon assembly may be
smaller more attractive sprinkler than used. Substitution of other
those manufactured with a more recessed" escutcheons may
traditional design approach. The impair the operating sensitivity and
operating mechanism consists of a distribution pattern and void
liquid -filled 5 mm diameter frangible manufacturer's warranty.
capsule that is only 1.6 cm in length. Orifice Size: '/2" (12.7mm)
The Model GB Automatic Sprinklers K-Factor: 5.6 (80.08) nominal
are intended for installation in Thread Size: '/2" (12.7mm) N.P.T.
accordance with current NFPA 13 Temp. Rating & Glass Bulb Color:
Standards. They are available in 135°F/570C Orange
orifice size and a variety of 1550F/68°C Red
temperature ratings, finishes and 175°F/790C Yellow
decorative coatings.
200OF/93°C Green
286 F/141 OC Blue
The Model GB Recessed Glass Bulb 360°F/1820C Purple (360° not F.M.
Automatic Sprinkler incorporates a Approved)
significant cost saving feature; a 2- Approvals: UL, U.L.C, F.M.
piece special escutcheon assembly Meets: MIL-STD-910C, MIL-STD-167-1,
that provides for W of field adjustment and MIL-STD-810-C shock,
resulting in an easily accomplished vibration, and salt fog tests for
tight fit against the ceiling.
maritime applications.
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test 100% at 500 p s_i_
Operation: The glass bulb capsule Standard Finishes:
operating mechanism contains a heat- Sprinkler: brass or chrome plated
sensitive liquid that expands upon Escutcheon: brass or chrome plated
application of heat. At the rated Corrosion -Resistant Coatings (U.L. Only):
temperature, the frangible capsule white and black painted
ruptures thereby releasing the orifice Highest Allowable Ambient Temperature for
seal. The sprinkler then discharges Storage of Sprinklers: 100°F/38°C
water in a pre -designed spray pattern Adjustable Range Below Ceiling:
to control or extinguish the fire. 3/4" to V/8"
For specific listing requirements, see the appropriate
information contained in this brochure.
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
F 6i5R -
No. 3.6.0
Figure 1
Model GB Upright Sprinkler
Figure 2
Figure 3
Model GB Recessed Pendent Sprinkler
1 , 1 ,
1
1 ,
It 2" Minimum Diameter
1 2 1/4" Maximum Diameter ,
1 , FACE OF REDUCING
COUPLING
SUPPORT CUP
I I
I I
Model GB 1/2" Recessed
Escutcheon
IrT4
I
1
3/32" FINISHED
CEILING
LINE
1 3/8" MAX.
3/4" MIN.
113/16"-+
2 7/8" Diameter
2
r—,-
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.
All Central Model GB Upright,
Pendent and Recessed Pendent
Automatic Sprinklers must be
installed according to current NFPA
13 Standards. Deviations from these
requirements and standards or any
alteration to the sprinkler itself will
void any warranty made by Central
Sprinkler Company. In addition,
installation must also meet local
government provisions, codes, and
standards as applicable.
The system piping must be properly
sized to insure the minimum required
flow rate at the sprinkler. Check for
the proper model, style, orifice size,
and temperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected
from freezing.
Upon completion of the installation,
the system must be tested per
recognized standards.
In the event of a thread leak,
remove the unit, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the upright position for upright style
sprinklers, and in the pendent
position for pendent style sprinklers.
The recessed pendent must be
installed with the deflector not less
than 3/4" nor more than 1 %" below the
ceiling.
Step 2. The face of the sprinkler
fitting should be installed a nominal
to 1" behind the finished ceiling
line, as shown in the installation
Diagram on page 2. Adjustments
may be made via the push -on
escutcheon plate to compensate for
variations in the fittings.
Do not use the push -on escutcheon
plate to hold the unit in position. The
sprinkler will function properly only
when the system piping is anchored
to the building structure. Otherwise,
reaction force from system initiation
could alter the sprinkler alignment
and disrupt the spray pattern.
Step 3. Use only a non -hardening
pipe joint compound or Teflon' tape.
Apply to the male threads only.
Step 4. Hand tighten the sprinkler
into the fitting. For upright sprinklers,
use a Central Sprinkler Combination
Wrench, for pendent and recessed
pendent sprinklers use a Central
Sprinkler Universal Wrench, to tighten
the unit into the fitting. A leak -tight
joint requires only 7 to 14 ft.-Ibs. of
torque; a tangential force of 14 to 28
lbs. delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft.-Ibs. may distort the
orifice seal, resulting in leakage.
Teflon is a trademark of the DuPont Corp.
Combination Wrench (Part #1106)
for upright sprinklers)
Universal Wrench (Part #1122) (for
pendent and recessed pendent sprinklers)
Step 5. To install the escutcheon
plate, align it with and press it over
the sprinkler body until the outer edge
of the escutcheon meets the
mounting surface.
Caution: Special care must be taken
when installing pendent sprinklers
with a CPVC system. Sprinklers
must be installed after the CPVC
manufacturer's recommended setting
time for the primer and cement to
ensure that neither accumulate within
the sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler nipple and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
Ri/
Sprinklers must be handled
carefully. They must not be
transported or stored where ambient
temperature may exceed 100°F/380C.
For best results, store them in a dry,
cool location in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plated, or altered in any other
way from manufactured condition or
they may not function properly. Any
sprinklers altered in such manner
must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA Standard 25 entitled,
Inspection, Testing and Maintenance
of Water -Based Fire Protection
Systems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority
Having Jurisdiction may have
additional regulations and
requirements for maintenance,
testing, and inspection that must be
obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length
of time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not attempt to reassemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers of the
same type and temperature rating as
replacements.
Because the discharge pattern is
critical to protection of life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
1994 Central Sprinkler Company
Printed in U.S.A.
the original configuration, additional
sprinklers must be installed to
maintain the protection level.
Do not attempt to replace sprinklers
without first removing the fire
protection system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
affected during system shutdown. A
fire watch during maintenance
periods is a recommended
precaution.
To remove the system from service
mode, first refer to the system
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install the replacement, using
only the sprinkler wrench. Be certain
to match model, style, orifice, and
temperature rating.
A fire protection system that has
been shut off after an activation
should be returned to service
immediately. Inspect the entire
system for damage and replace or
repair as necessary. Sprinklers that
did not operate but were subjected to
corrosive elements of combustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authority Having Jurisdiction will
detail minimum replacement
requirements and regulations.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer to the current
Price List for further details of the
warranty.
Central 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 kpa
0.0689 bar
0.0703 kg/cm2
1 U.S. gallon = 3.785 dm3
3.785 liters
Conversions are approximate.
GB.4
Hydraulics Summary Sheet
SOUTHEAST FIRE SPRINKLERS, INC. Designer: DAVID HUYSMAN III
799 SENNETT DRIVE Calc By: DAVID HUYSMAN III
LONGWOOD, FLORIDA 32750 Date: 09-06-95
Project Information
FRIEDMAN'S JEWLERS
SEMINOLE TOWNE CENTER
SANFORD, FL
Contract No: 65134
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: ORDINARY HAZARD
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: MODEL "GB"
Size: 1/2
K-Factor: 5.6
Temp Rating: 155
Hydraulics Information
Demand...
Sprinkler
Required Pres: 47.25 PSI
Required Flow: 436.10 GPM
Static Elev: 0.00 Ft
System
Total Pres`• 47.25 PSI
Add'1 Flows: 0.00 GPM
Hose at Srce: 250.00 GPM
Total Flow: 686.10 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 O.O 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 .18, PSI@ 686.10 GPM
F) 47.25 PSI@ 1549.90 GPM
Margin...
Pressure: 9.93 PSI
Flow: 863.79 GPM
Sigma Dynamics Corporation 7700 Hydraulics
SUBMITTAL SERIAL NO:2968HY1
FRIEDMAN'S JEWLERS
FLOW TEST RESULTS
Water Supply
STATIC 60.00 PSI
RESIDUAL 48.00 PSI @ 1500.00 GPM
CITY PRESSURE AVAILABLE AT 686.1 GPM 57.18 PSI
SUMMARY OF SPRINKLER OUTFLOWS
ACTUAL MINIMUM
SPR FLOW FLOW K-FACTOR PRESSURE
200 25.35 15.80 5.60 20.49
201 24.53 15.80 5.60 19.18
202 23.30 14.82 5.60 17.31
203 22.40 22.40 5.60 16.00
204 23.47 22.40 5.60 17.56
205 22.79 14.82 5.60 16.56
206 21.72 18.00 5.60 15.05
207 25.45 20.00 5.60 20.65
208 25.97 14.82 5.60 21.51
209 25.86 14.82 5.60 21.32
210 23.06 19.50 5.60 16.96
211 21.87 14.82 5.60 15.25
212 25.79 22.40 5.60 21.21
213 25.14 15.80 5.60 20.15
214 24.13 15.80 5.60 18.56
215 26.70 24.00 5.60 22.74
216 24.44 14.82 5.60 19.04
217 24.15 18.05 5.60 18.60
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 5 TO 10
436.10 GPM
250.00 GPM
686.10 GPM
47.25 PSI
0.00 PSI
16.81 FPS
09-06-1995 PAGE 1
SUBMITTAL SERIAL NO:2968HY1 09-06-1995 PAGE 2
FRIEDMAN'S JEWLERS
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
104 203 1.049 L 3.00 C=120 PT 16.00 203)
Q 22.40 F=T F 5.00 PE 1.30
DR T 8.00 0.1605 PF 1.28
PT 15.98 104 )
121 217 1.049 L 4.00 C=120 PT 18.60 217 )
Q 24.15 F=T F 5.00 PE 1.73
DR T 9.00 0.1844 PF 1.66
119 121 1.049 L 9.25 C=120 PT 18.53 121)
Q 24.15 F=0 F 0.00 PE 0.00
BN T 9.25 0.1844 PF 1.71
PT 20.24 119)
120 216 1.049 L 4.00 C=120 PT 19.04 216)
Q 24.44 F=T F 5.00 PE 1.73
DR T 9.00 0.1885 PF 1.70
119 120 1.049 L 1.50 C=120 PT 19.01 120)
Q 24.44 F=T F 5.00 PE 0.00
AO T 6.50 0.1885 PF 1.23
A
17 119DQ 24.15 1.380 L 13.50 C=120 PT 20.24 119)
Q 48.S8 F=T F 6.00 PE 0.00
BN T 19.50 0.1768 PF 3.45
16 17 2 .63S L 2.00 C=120 PT 23.69 17 )
Q 48.58 F=0 F 0.00 PE 0.00
NC T 2.00 0.0076 PF 0.02
PT 23.71 16 )
118 215 1.049 L 3.00 C=120 PT 22.74 215)
Q 26.70 F=T F S.00 PE 1.30
DR T 8.00 0.2221 PF 1.78
16 118 1.610 L 5.25 C=120 PT 23.22 118)
Q 26.70 F=T/E F 12.00 PE 0.00
BN T 17.25 0.0276 PF 0.48
15 16DQ 48.58 2.635 L 1.75 C=120 PT 23.70 16)
Q 7S.29 F=0 F 0.00 PE 0.00
i
NC T 1.75 0.0170 PF 0.03
PT 23.73 1S )
117 214 1.049 L 3.00 C=120 PT 18.56 214)
Q 24.13 F=T F 5.00 PE 1.30
DR T 8.00 0.1841 PF 1.47
SUBMITTAL SERIAL N0:2968HY1 09-06-1995 PAGE 3
FRIEDMAN'S JEWLERS
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
116 117 1.049 L 9.25 C=120 PT 18.,73 117)
Q 24.13 F=0 F 0.00 PE 0.00
BN T 9.25 0.1841 PF 1.70
PT 20.43 116 )
116 213 1.049 L 3.00 C=120 PT 20.15 213)
Q 25.14 F=T F 5.00 PE 1.30
DR T 8.00 0.1987 PF 1.59
115 116DO 24.13 1.380 L 6.25 C=120 PT 20.44 116)
Q 49.27 F=O F 0.00 PE 0.00
BN T 6.25 0.1814 PF 1.13
PT 21.57 115 )
115 212 1.049 L 3.00 C=120 PT 21.21 212)
Q 25.79 F=T F 5.00 PE 1.30
i DR T 8.00 0.2083 PF 1.67
15 115DQ 49.27 1.610 L 3.SO C=120 PT 21.58 115)
Q 75 .06 F=T F 8.00 PE 0.00
BN T, 11.50 0.1866 PF 2.15 i
5 15DQ 75.29 2.635 L 7.25- C=120 PT 23.73 15)
Q 150 , 34 F=0 F 0.00 PE 0.00
NC T 7.25 0.0612 PF 0.44
PT 24.17 5 )
114 211 1.049 L 3.00 C=120 PT 15.25 211)
Q 21.87 F=T F 5.00 PE 1.30
DR T 8.00 0.1535 PF 1.23
113 114 1.049 L 12.00 C=120 PT 15.18 114)
Q 21.87 F=0 F 0.00 PE 0.00
BN T 12.00 0.1535 PF 1.84
PT 17.02 113 )
113 210 1.049 L 3.00 C=120 PT 16.96 210)
Q 23.06 F=T F 5.00 PE 1.30
DR T 8.00 0.1694 PF 1.36
112 113DO 21.87 1.049 L 1.25 C=120 PT 17.02 1.13 )
r
Q 44.93 F=T F 5.00 PE 0.00
AO T 6.25 0.5817 PF 3.64
14 112 1.380 L 8 .25 C=120 PT 20.66 112 )
Q 44.93 F=T F 6.00 PE 0.00
BN T 14.25 0.1530 PF 2.18
SUBMITTAL SERIAL NO:2968HY1 09-06-1995 PAGE 4
FRIEDMAN'S JEWLERS
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
13 14 2.635 L 0.75 C=120 PT 22.84 14)
Q 44.93 F=0 F 0.00 PE 0.00
NC T 0.75 0.0066 PF 0.00
PT 22.84 13 )
111 209 1.049 L 3.00 C=120 PT 21.32 209)
Q 25.85 F=T F 5.00 PE 1.30
DR T 8.00 0.2093 PF 1.67
110 111 1.610 L 8.00 C=120 PT 21.69 111 )
Q 25.85 F=0 F 0.00 PE 0.00
BN T 8.00 0.0260 PF 0.21
PT 21.90 110 )
110208 1.049 L 3.00 C=120 PT 21.51 208)
Q 25.97 F=T F 5.00 PE 1.30
DR T 8.00 0.2110 PF 1.69
13 110DQ 25.85 1.610 L 2.00 C=120 PT 21.90 110)
Q 51.83 F=T F 8.00 PE 0.00
AO T 10.00 0.0940 PF 0.94
12 13DO 44.93 2.635 L 6.00 C=120 PT 22.84 13)
Q 96.76 F=0 F 0.00 PE 0.00
NC T 6.00 0.0271 PF 0.16
PT 23.00 12 )
109 207 1.049 L 3.00 C=120 PT 20.65 207 )
Q 25.45 F=T F 5.00 PE, 1.30
DR T 8.00 0.2032 PF 1.63
107 109 1.049 L 7.75 C=120 PT 20.98 109)
Q 25.45 F=O F 0.00 PE 0.00
BN T 7.75 0.2032 PF 1.57
12 107 1.380 L 2.50 C=120 PT 22.55 107)
Q 25.45 F=T F 6.00 PE 0.00
BN T 8.50 0.0534 PF 0.45
11 12DQ 96.76 2.635 L 0.25 C=120 PT 23.00 12)
Q 122.21 F=0 F 0.00 PE 0.00
NC T 0.25 0.0417 PF 0.01
PT 23.01 11 )
108 206 1.049 L 3.00 C=120 PT 15.05 206 )
Q 21.72 F=T F 5.00 PE 1.30
DR T 8.00 0.1516 PF 1.21
SUBMITTAL SERIAL N0=2968HY1 09-06-1995 PAGE 5
FRIEDMAN'S JEWLERS
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
104 108 1.049 L 1.75 C=120 PT 14.96 108)
Q 21.72 F=T F 5.00 PE 0.00
AO T 6.75 0.1516 PF 1.02
103 104DO 22.40 1.049 L 2.00 C=120 PT 15.98 104)
Q 44.12 F=T F 5.00 PE 0.00
AO T 7.00 0.5625 PF 3.94
PT 19.92 103)
106 205 1.049 L 3.00 C=120 PT 16.56 205)
Q 22.79 F=T F 5.00 PE 1.30
DR T 8.00 0.1657 PF 1.33
lOS 106 1.049 L b .50 C=120 PT 16.59 106 )
Q 22.79 F=O F 0.00 PE 0.00
BN T 6.50 0.1657 PF 1.08
PT 17.67 105 )
105 204 1.049 L 3.00 C=120 PT 17.56 204)
Q 23.47 F=T F 5.00 PE 1.30
9
DR T 8.00 0.1749 PF 1.40
7
1
103 105DQ 22.79 1.380 L 14.00 C=120 PT 17.66 105 )
Q 46.26 F=0 F 0.00 PE 0.00
BN T 14.00 0.1614 PF 2.26
11 103DO 44.12 1.610 L 3.75 C=120 PT 19.92 103 )
Q 90.38 F=T F 8.00 PE 0.00
BN T 11.75 0.2631 PF 3.09
10 11DQ 122.21 2.635 L 7.75 C=120 PT 23.01 11)
Q 212.58 F=0 F 0.00 PE, 0.00
NC T 7.75 0.1162 PF 0.90
PT 23.91 10 )
102 202 1.049 L 4.00 C=120 PT 17.31 202)
Q 23.30 F=T F 5.00 PE 1.73
DR T 9.00 0.1726 PF 1.55
101 102 1.049 L 7.75 C=120 PT 17.13 102)
Q 23.30 F=E/E F 4.00 PE 0.00
BN T 11.75 0.1726 PF 2.03
PT 19.16 101)
101 201 1.049 L 4.00 C=120 PT 19.18 201)
Q 24.53 F=T F 5.00 PE 1.73
DR T 9.00 0.1898 PF 1.71
r
SUBMITTAL SERIAL N0=2968HY1
FRIEDMAN'S JEWLERS
09-06-1995 PAGE 6
Location Flow Pipe Fittings Equiv Friction Pressure
in Size Length Loss Summary
From To GPM IN Devices Ft PSI/Ft PSI
100 101DO 23.30 1.380 L 8.25 C=120 PT 19.16 101)
Q 47.83 F=4 F 0.00 PE 0.00
BN T 8.25 0.1717 PF 1.42
PT 20.58 100 )
100 200 1.049 L 4.00 C=120 PT 20.49 200 )
Q 25.35 F=T F 5.00 PE 1.73
DR T 9.00 0.2018 PF 1.82
10 100DQ 47.83 1.610 L 10.75 C=120 PT 20.58 100)
Q 73.18 F=T F 8.00 PE 0.00
BN T 18.75 0.1780 PF 3.34
5 10DQ 212.58 2.635 L 1.25 C=120 PT 23.92 10)
Q 285.76 F=0 F 0.00 PE 0.00
NC T 1.25 0.2009 PF 0.25
4 5DQ 150.34 4.260 L 2.50 C=120 PT 24.17 5)
Q 436.10 F=0/T F 16.00 PE 0.00
FM4 T 18.50 0.0423 PF 0.78
3 4 4.260 L 196.00 C=120 PT 24.95 4 )
Q 436.10 F=2E/2E,T F 43.20 PE 0.00
FM3 T 239.20 0.0423 PF 10.12
2 3 6.357 L 80.00 C=120 PT 35.07 3)
Q 436.10 F=E/T F 35.00 PE 0.00
FM2 T 115.00 0.0060 PF 0.69
1 2 6.357 L 15.00 C=120 PT 35.76 2)
Q 436.10 F=BV/E F 20.00 PE 6.50
FR T 35.00 0.0060 PF 0.21
0 1 8.249 L 10.00 C=120 PT 42.47 1)
Q 436.10 F=DCA/ALV,T F 33.00 PE 0.00
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 47.24 0 )
CITY OF SANFORD
d_n '~
FLRE.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: p 9S PERMIT #: QJ—i3VO
BUSINESS NAME: / /yi,, S ,e r lo_ rS
ADDRESS: OFly ,., iz!-
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT
COMMENTS: i '00
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
4ifurthhevices
can take place.
certify that the above
information is true and
correct and that I will
comply with all applicable
4Sanfo d re Prevention
APPLICATION F;1&r-Bt LDING 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 A/'-'t rZ (ED M A ICI CO. 1-2J8 EO O MAkLS 1 ADDRESS)
14 TQO -yM CGNTE2 C' I1Q ('_ LE i NATURE
OF WORK L
e,i6tQ C C-,:2) R S- r
LEGAL
DESCRIPTION APPLICANT'
S NAME - Sr I X\e IV Q a/ I i
APPLICANT'
S ADDRESS 6r,08 5. ZZ mo 5r (A,t-L APPLICANT'
S PHONE NUMBER VALUATION
I ;),DCXD t U V FEE FAILURE
TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE
PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS Building
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. i
lcant'
s signature L ._
State
No. tS—`.S-0005) t k a
1 KA I SERVING CENTRAL FLORIDA SINCE 1945
608 South 22nd Street, Tampa, Florida 33605
Phones (813) 248-2531 / Fax (813) 247-6230
September 1, 1995
City Of Sanford
P.O. Box 1788
Sanford, Fl. 32772
TO WHOM IT MAY CONCERN:
This letter authorizes Joseph West to obtain permits for
DIXIE NEON COMPANY, INC. under my license #ES0000118.
Thank You,
l
Freddie Hevia, III
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF 1995.
Poa SONDIIRA HAMM
Sta- of FloridaScYGi i r r
My Comm..1. May 4,1W
Comm. # CC 283237
NOTARY PUBLIC o PERSONALLY KNOWN BYME
O PRODUCED10
DESIGNERS / FABRICATORS OF ILLUMINATED PLASTIC AND NEON SIGNS
INSTALLATION e MAINTENANCE
CITY OF SANFORDr FLORIDA
PERMIT NO. ` ^ a DATE
THE UNDERSIGNED HEREBY APPLIES 'FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME r-'iZ (E_Qf1 N S 1JE I'V e-L-EPIS
ADDRESS OF JOB 21 4- row N OR-WTEQ. CL iZC L
PiX I ,'t"D)Q Cc.
ELEC. CONTR. ova I 1 Residential Non-residenfial
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair Oo
i N 5-TA-A t_ l 2-
Change of Service Residential
Commercial
Mobile Home
Factory Built iiousin
New Residential 0-100 Amp Service
101-200 Am2 Service
201 Amp and above
P
New Commercial Amp Service
Application Fee
I
I
TOTAL II ULob
By signing this application 1 am stating I will he in compliance with the NEC including Article 110• Section 110-9 and 110 10.
Building Official
ACC IJ till
Masfer Electrician
STATE COMPETENCY NO.
05
I
CITY OF SANE--01 D, FLORIDA
PERMIT NO. C'' — S DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE
FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:
OWNER'S NAME R=J'DM AIVS 3k w E L
ADDRESS OF JOB 'sQ
MECHANICAL CONTR. G /rt SRtJ=c s
RESIDENTIAL COMMERCIAL
Subject to rules and regulations of Sanford mechanical code.
NATURE OF WORK
y p,,1T 'F—X Ho1}S7- ly.o
Master Mechanical
COMPETENCY CARD NO. CA C o 1 C { V q
August 25, 1995
CITY OF SANFORD
CONTRACTOR LICENSING
PO BOX 1788
SANFORD, FL 32772
REFERENCE: CACO26444
SUBJECT: AUTHORIZED SIGNER
TO WHOM IT MAY CONCERN:
I HEREBY AUTHORIZE MR. HAROLD PURDY, SOCIAL SECURITY NUMBER
251-94-1766, TO RECEIVE AND SIGN ANY AND ALL PAPERWORK NEEDED FOR
OBTAINING A MECHANICAL PERMIT FOR WORK TO BE PERFORMED IN THE CITY
OF SANFORD.
TOWARDS THIS END, A COPY OF CURRENT STATE LICENSE, HILLSBOROUGH
COUNTY AND CERTIFICATES OF INSURANCE (LIABILITY AND WORKERS COMP.)
ARE ATTACHED.
C
MICHAEL G. CHARLES, SS #097-42-5802
Before me personally appeared Mr. Michael G. Charles, to me well
known to be the person described in and who executed the foregoing
instrument and acknowledged to and before me that he executed said
instrument for the purpose herein expressed.
Witness: My hand an(:I,,\\ al this 25th day of August, 1995.
QJl9. rg$ iyN,
CC 357448 : Z
Notary Publid, State o
1015 E. M.L. King, Jr. Blvd., P.O. Box 7476, Tampa, Florida 33673
813) AIR-COOL (247-2665)
Commercial & Residential Pinellas 894-7794
Sales & Service FAX (813) 247-6535
Indoor Air Quality
Heat Pipe Dehumidification
Q
ITY OF SANFORD• FLORIDA,
PERMIT NO DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING PLUMBING WORK:
Seminole Towne Center Mall Ltd Partnership
OWNER'S NAME
FRIEDMAN' S JEWELERS
214 TOME CENTER CIRCLE UNIT K-1
ADDRESS OF JOB
GORDON MILLER PLUMBING, INC.
PLUMBING CONTR. __ Res. _ Comm. XX
Subject fo rules and regulations of Sanford plumbing code.
Residential: I Number
Alteration, Addition, Repair
Amount
New Residential:
One Water Closet
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap
Sewerr --
Water Piping
Gas Piping
Factory -built housing
Mobile Home
Application Fee Q 96
Minimum Commercial Permi . _S2s. oo Totil s
Master Plumber
COMPETENCY CARD NO CF C033796
I
CITY OF SANFORD. FLORIDA
PERMIT NO. DATEv 3
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICAL WORK:
OWNER'S NAME S Q Yyl a Y) S 7ew d 2- S
ADDRESS OF JOB a I I yW n
Ngnk l.Owr
ELEC. CONTR. Residential Non-residentia
Subject to rules and regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Repair
Chan e 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 g-D Amp Service
Applicatipn.Fee
If
TOTAL II J
By signing this application 1 am stating 1 will be in compliance with the NEC in uding Article 110. Section 110-9 and 110-10.
Buil i g 60itiall Master Electric .
c (0000 a 50
STATE COMPETENCY NO.
CITY OF SANFORD
FI.RE.DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: / I PERMIT #:
BUSINESS NAME: Fly
ADDRESS: Q/Z-/
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ 3 / • 0 y
COMMENTS: 71--,1 i !fSIR Sn le% i • s; r ty- .*3 /
Fees must be paid to Sanford Building Department, 300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656. It
Proof of payment must be made to Sanford Fire Prevention•
before any further services can take place.
San o d re Prevention
f.
4r I
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 nford, Florida.
Appli nts Signatur
J. Bo SIDMAN anJ associates general contracting
6151 MIRAMAR PARKWAY
ROOM 210 B
MIRAMAR, FLORIDA 33023
TELEPHONE (305) 962-2887
July 24, 1995
City Of Sanford
Building Department
Sanford, FL
RE: Friedman Jewelers
Seminole Towne Center
Upper Level Unit K
To Whom It May Concern:
Please allow Mr. Tony Quatkemeyer, Construction Manager
for J. B. Sidman and Associates to pull permits for me.
Yours Truly,
Phillip Brown
J. B. Sidman & Associates
Sworn to and subscribed before me this 24th day of July 1995
MELISSA A f REGORY
M Commission expires:
MY CGMM EXP. Z!3 gfi
Y P f. (NOTARY I < SONDED SY SERVICE INS CO
Mechanical System Summary (Variable Air Volume)
Project: Seminole Towne Ceater
Tenant Name: F2(t U t'
Level:
HVAC
Cooling Load
Component Totals
All Zones)
Heat Loss
Date:
Space: (=Ik
Sq. Ft. /5-S 2.
Total Load: 4 . qS 77NS Space Sensible
Sq. Ft. Per Ton: 3 Load:
Btuh Per Sq. Ft. Sensible Load:
Latent Load:
05CP/
AvailableLandlordPrimary Static
Air Allocation: Pressure:
Calculated Static
Pressure Loss:
Total Primary Primary Supply
Supply CFM: Air Temperature:
CFM Per Sq. Ft.
Total Secondary
Supply CFM:
CFM Per Sq. Ft.
Glass
Glass (Hor.)
Wall
Floor
Partition
Roof
Occupant
Lighting
Misc.
Process Equipment
Outside Air
Occupied
Air Balance Process Exhaust Cfm
Kitchen Exhaust Cfm
Toilet Exhaust Cfrn
M Th@Fmai Exhaust Cfm
Total Exhaust Cfm
Revision:
Rev. Date:
htA/2 30Ar
s4z3e
c/ ZS
Q. 2S w G. DpH NS772l t
0•18 VAU-961-
Secondary Supply194'9, Au Temperature:
Sensible Latent Total
C?C?S7
Mga
4-50f) Unoccupied 2731
Makeup Air Unit CFM
Replacement Air Cfm
1--
transfer from ._
Common Area)
Min. Vav Box Setpoint
Max. Vav Box Setpomt
Return Air Cfm
Min. Vav Box Setpoint
Max Vav Box Setpoint
Plumbing Domestic Water Fixture Units
Demand
Domestic Water Heater Size
Meter
Sanitary Fixture Unit
Vent
Grease Waste Interceptor Size
Location
Waste
Vent
Natural Gas HVAC CFH t4(1
Makeup Air CFH
Equipment CFH
Dom. Water CFH
Total CFH
Min. Size Req.
Input Rating
It
Min. Size Req.
Min. Size Req.
V Gal. Lbs.
m. Size Req.
Min. Size Req.
Length of Run
Meter N i/J
G
tipfromPressure
Line Size
RegRegulator Z ( 5s l
Length of Run
Appliance Pressure
Min. Line Size
Meter Location iJ / Service Type Direct Utility Billed
Landlord Redistribution
TSF-2V REV 4/94 Page 1 of I
1
1 1
l,i4n. i' i.rair• +T7 of Lfi7y' C
00
t,UIJ CjL
saN F XZa. r-L ::::::
SAS Group Engineers PROJECT:
onsulting Engineers CLIENT:
oronto, Ontario DATE:
SD INC. HVAC PROGRAM DESIGNER:
UILDING MASTER DATA DESIGN PARAMETERS:
ESIGN OUTDOOR OUTDOOR INDOOR INDOOR
tONTH DRY BULB WET BULB REL.HUM DRY BULB
ULY 93 73 50% 75
INTER 35 0 50% 68
OF U ASHRAE SUSP
YPE FACT ROOF N CLG
1. 0.080 1 YES
0
7 7
k»/ ~^ « -- ~ »
Rw^T-
C' '~' 1/1
PAGE 1 ..
FRIEDMAN
IDG
FEB.17,1995
JOE L.
HUMID CORRECTION
DIFF FACTOR
25.52 3 '
6n C` 7 ` 7 « m/ y` x r- otd
L/'` ~ v^*°~, ,'--_ ' *', __,
j*** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ***~^*
WR/SAS Group Toronto, Ontario
RIEDMAN FEB.17,1995 PAGE 2
BUILDING MASTER DATA CONTINUED)
3ENERAL PROJECT INFORMATION:
ROJECT FILE NAME: 95001-1
ROJECT LOCATION: SANFORD, FL.
EGREES NORTH LATITUDE: 28
EGREES LONGITUDE: 81
BAROMETRIC PRESSURE: 29.921
TIME ZONE: 5
AYLIGHT SAVINGS TIME: NO
1EAN DAILY TEMPERATURE RANGE: 17
ONE SENSIBLE SAFETY FACTOR = 0 %
NONE LATENT SAFETY FACTOR = 0 %
NONE HEATING SAFETY FACTOR = 10 %
3UILDING OPENS AT B AM.
BUILDING CLOSES AT 8 PM.
4UMBER OF UNIQUE ZONES IN THIS PROJECT = 5
BUILDING DEFAULT VALUES:
BUILDING DEFAULT CEILING HEIGHT = 10
EOPLE SENSIBLE LOAD MULTIPLIER = 245
EOPLE LATENT LOAD MULTIPLIER = 205
LOOR HEAT LOSS COEFFICIENT = 0
IGHTING ADDED DIRECTLY TO ZONES
EQUIPMENT ADDED DIRECTLY TO ZONES
EOPLE ADDED DIRECTLY TO ZONES
NTERNAL PROFILES:
ROFILE HR HR HR HR HR HR HR HR HR HR HR HR HR
UM1-3ER 8 9 10 11 12 13 14 15 16 17 18 19 20
1^ 100 100 100 100 100 100 100 100 100 100 100 100 100
2^ 100 100 100 100 100 100 100 100 100 100 100 100 100
100 100 100 100 100 100 100 100 100 100 100 100 100
4^ 100 100 100 100 100 100 100 100 100 100 100 100 100
5. 100 100 100 100 100 100 100 100 100 100 100 100 100
6^ 100 100 100 100 100 100 100 100 100 100 100 100 100
LL DESIGN DATA TAKEN FROM THE 1981 ASHRAE HANDBOOK OF FUNDAMENTALS
COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC
CWR/SAS Group Toronto, Ontario
FRIEDMAN FEB.17,1995 PAGE 3
BUILDING MASTER DATA (CONTINUED)
DEFAULT AIR SYSTEM DESCRIPTION:
THIS AIR SYSTEM OCCURS 1 TIME(S) THROUGHOUT THE BUILDING
IGHTIN(3: PROFILE # 1 IS USED.100% OF LOAD IS APPLIED TO CONDITIONED SPACE
EQUIPMENT: PROFILE # 1 IS USED.
OEOPLE: PROFILE # l IS USED.
DACKAGED EQUIPMENT IS EMPLOYED USING A CONSTANT VOLUME SYSTEM
A 20.0 DEGREE LEAVING COIL -ZONE TEMPERATURE DIFFERENCE HAS BEEN SPECIFIED
3EASON THOK) INFILTRATION METHOD
SUMMER 0.00 NONE 0.00 NONE
4INTER 0.00 NONE 0.00 NONE
COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC **
CWR/SAS Group Toronto, Ontario
RIEDMAN FEB.17,1995 PAGE 4
DETAILED PROJECT ZONE LOAD CALCULATIONS
DAD UNIT LOAD TEMP. LOAD SEN. LAT. HTG. HTG.
DESCRIP. QUAN FACT. DIFF. MULT. HEAT HEAT MULII, . LOAD 1.
SALES AREA PEAK TIME 3 PM JULY 987 SF. SYS. 1 OOF
1 987 0.080 81 6.480 6396 2.640 2606 IGHTS
8630.0 100% 3.410 29428 QUIP.
200.00 100% 3.410 682 0 DEOPLE
20.00 100% 245 205 4900 4100 OTAL
41406 4100 2606 X
1.00 X 1.00 X 1.10 41406
4100 2867 2.
OFFICE AREA PEAK TIME 3 PM JULY 170 SF. SYS. 1 00F
1 170 0.080 81 6.480 1102 2.640 449 IGHTS
1200.00 100% Of 4092 QUIP.
400.00 100% 3,410 1364 0 EOPLE
3.00 100% 245 205 735 615 OTAL
7293 615 449 X
1.00 X 1.00 X 1.l0 7293
615 494 3.
STOCK ROOM PEAK TIME 3 PM JULY 290 SF. SYS. 1 IF
1 2 0 0.080 81 6.480 1879 2.640 766 IGHTS
270.00 100% 3.410 921 DEOPLE
1.00 100% 245 205 245 205 OTAL
3045 205 766 X
1.00 X 1.00 X 1,10 3045
205 843 4.
JEWELER PEAK TIME 3 PM JULY 55 SF. SYS. 1 OOF
1 55 0.080 81 6.480 356 2.640 145 IGHTS
400.00 100% 3.410 1364 EOPLE
1.00 100% 245 205 245 205 OTAL
1965 205 145 X
1.00 X 1.00 X 1.10 1965
205 160
11 COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWAf,'[:'-. DEVEUCIPMENT INC
CWR/SAS Group 1- o r c:, r-, toy Ontario
OR 1 EDMAI,,! FEB.17,1995 PAGE 5
DETAILED PROjECT ZONE LOAD CAU...LlU.)TIONS Ul"if
T TEMP. LOAD SEN. LAT. HTG. 4 TE3. DESCRIP. QUAN
FACT . DIFF. MULT. HEAT HEAT MULT, LOAD 5. WASHROOM
PEAK TIME 3 PM jULY 50 SF. SYS. 1 1 81.
6. 4 724 2.640 132 rOTAL. 5
2? 13 22 x 1,
00 x 1.00 X I , in 52(7),'
145 z9'q-
29 6f Z. 4-700 7 7 4 0
q-L- 73Y 170 UL q 2-
1 Uf- 270 197q t3 u4-
SS— 3S(o looms_ Mi---
A
T- iPsy 4-9-
C7 0 UT
WB(-:- A Lo0'A,6 -f— 1,10rIA16 PLWVJ-A C2EZ(r- 4-6
1- 1 L9 -5?P C FKA
40-'--g-0 SPAQU- t-
l x 20,
COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ** ~~
CWR/SAS Group Toronto, Ontario
FRIEDMAN FEB.1751995 PAGE 6
ZONE SUMMARY OF SYSTEM 1 *************************
SON ABBREV. PEAK TIME FLOOR SENSIBLE HEATING VENT INFL EXH SUPPLY CFM
NO. DESCRIP AND MONTH AREA LOAD LOAD CFM CFM CFM CFM SF
1 SALES A 3 PM JUL 987 41406 2867 0 0 0 1882 1.9
v~ w^w
2 OFFICE 3 PM JUL 170 7293 494 0 0 0`°— 332 2.0
3 STOCK R 3 PM JUL 290 3045 843 0 0 0 AU 138 0.5
4 JEWELER 3 PM JUL 55 1965 160 O 0 0 10 89 1.6 0u
5 WASHROO 3 PM JUL 50 529 145 0 0 0 rD 24 0.5 n
ZONE PEAK TOTALS 1552 54238 4509 0 0 0 2465 1.6
u
MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE
11T. JULY NOT USED NOT USED NOT USED NOT USED NOT USED
k HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN
8 AM 45671 0 0 0 0 0
9 AM 47409 0 0 0 0 0
10 AM 49147 0 0 0 0 0
11 AM 50762 0 0 0 0 0
12 AM 52251 0 0 0 0 0
1 PM 53369 0 0 0 0 0
2 PM 54114 0 0 0 0 0
3 PM 54238 0 0 0 0 0
4 PM 53741 0 0 0 0 0
5 PM 52872 0 0 0 0 0
6 PM 51507 0 0 0 0 0
7 PM 49768 0 0 0 0 0
8 PM 48030 0 0 0 0 0
COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ***~~*
CWR/SAS Group Toronto, Ontario
TRIEDMAN FEB.17,1995 PAGE 7'
TOTAL LOAD SUMMARY OF AIR SYSTEM 1 ******************
3YSTEM TYPE: PACKAGED EQUIPMENT WITH CONSTANT VOLUME TERMINALS
3ENSIBLE HEAT RATIO: 0.91 -- THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING
3YSTEM 1 PEAKS IN JULY AT 3 PM OUTSIDE TEMP IS 93 INSIDE TEMP IS 75
3UMMER: VENT CONTROLS OUTSIDE AIR ---- WINTER: EXH CONTROLS OUTSIDE AIR
VINTER VENT AIR LOAD = 0 BTU/HR ( 0 CFM)
4INTER EXH AIR LOAD = 0 BTU/HR ( 0 CFM)
VINTER INFIL AIR LOAD = 0 BTU/HR ( 0 CFM)
OTAL ZONE HEATING LOAD = 4 so9 pT//p
7~/M^ A "~°' ~~
70TAL SYSTEM HEATING LOAD = 4,509 BTU/HR
A*** ALL COOLING LOADS BELOW WERE COMPUTED AT THE AIR SYSTEM PEAK TIME ****
3UMMER VENT SENSIBLE GAIN =
EXHAUST AIR SENSIBLE GAIN =
3UMMER INFL SENSIBLE GAIN =
OTAL ZONE SENSIBLE GAIN =
OTAL PLNM SENSIBLE GAIN =
ONE LOAD SEN SUBTOTAL
RAW-THRU FAN SEN GAIN =
LOW-THRU FAN SEN GAIN =
ICL SUP -SIDE COIL GAIN =
1CL RET.SIDE COIL GAIN =
iUPPLY DUCT HEAT GAIN =
ZETURN DUCT HEAT GAIN =
IR HANDLING SUBTOTAL
0 BTU/HR
0 BTU/HR
0 BTU/HR
54,238 BTU/HR
0 BTU/HR
0 BTU/HR
0 BTU/HR
0 BTU/HR
0 BTU/HR
0 BTU/HR
0 BTU/HR
OTAL SYSTEM SENSIBLE GAI = 54,238 BTU/HR
UMMER VENT LATENT GAIN =
XHAUST AIR LATENT GAIN =
UMMER INFL LATENT GAIN =
OTAL ZONE LATENT GAIN =
OTAL SYSTEM LATENT GAIN =
OTAL SYSTEM COOLING LOAD =
NTERNAL LOADS SUMMARY:
0 BTU/HR
0 BTU/HR
0 BTU/HR
5,125 BTU/HR
5,125 BTU/HR
59,363 BTU/HR
0 CF.--~ M> 'v /Jm&
0 CFM)
0 CFM)
54,238 BTU/HR
0 BTU/HR
0 CFM)
0 CFM)
0 CFM)
10560 WATTS OF LIGHTING, 600 WATTS OF EQUIP, AND 25.0 PEOPLE
OTAL SYSTEM SUPPLY AIR 2,465 CFM BASED ON 20.0 DT
OTAL CONDITIONED AIR SPACE 1 Fj . ------
UPPLY AIR CFM/SQ.FT. 1.=885
ONNAGE PER SQ.FT 0.0032
l]TAL TONNAGE REQUIRED FOR AIR SYSTEM 1 WITH OUTSIDE AIR = 4.95 TONS
r-^
7 mJ 7 m
A
Mechanical System Summary (Variable Air Volume)
0"A U,
Project: Seminole Towne Ceater Date:
Tenant Name: p2(uo.avo—JN r Space: Crzt(` (X
Level: Sq. Ft. 15-S12—
HVAC Total Load: 4.'79 7 "JI Space Sensible
Sq. Ft. Per Ton: T Load:
Btuh Per Sq. Ft. 3 Z Sensible Load:
Latent Load:
OS+
Landlord Primary Available Static
Air Allocation: Pressure:
Calculated Static
Pressure Loss:
Total Primary
Supply CFM:
Primary Supply
Air Temperature:
CFM Per Sq. Ft.
Total Secondary
Supply CFM:
Secondary Supply
Air Temperature:
CFM Per Sq. Ft.
Cooling Load
Component Totals
All Zones)
Heat Loss
Glass
Glass (Hor.)
Wall
Floor
Partition
Roof
Occupant
Lighting
Misc.
Process Equipment
Outside Air
Occupied
Air Balance Process Exhaust Cfm
Kitchen Exhaust Cfm
Toilet Exhaust Cfm
JL c3 tXL Th@Final Exhaust Cfm
Total Exhaust Cfm
Plumbing Domestic Water Fixture Units
Demand
Domestic Water Heater Size
Meter
Sanitary Fixture Unit
Vent
Grease Waste
Natural Gas
Interceptor Size
Location
Waste
Vent
HVAC CFH
Makeup Air CFH
Equipment CFH
Dom. Water CFH
Total CFH
Meter Location
Revision: r
Rev. Date:
m4z 30
son e
c
Q. 29 WC. DONNSML'Am 6f--
0•t'8 VA/.
Sensible Latent Total
1 cu Z
U20 IC
Unoccupied 273(
Makeup Air Unit CFM
Replacement Air Cfm
Transfer from
1
Common Area) ._
Min. Vav Box Setpoint
Max. Vav Box Setpoint
Return Air Cfm
Min. Vav Box Setpoint
Max. Vav Box Setpoint
Min. Size Req.
Input Rating
Ir
Min. Size Req.
Min. Size Req. T
N Gal. r Lbs.
m. Size Req.
Min. Size Req.
t'F, Length of Run
from Meter
Pressure
Min. Line Size
Regulator
Length of Run
Appliance Pressure
Min. Line Size
N Service Type Direct Utility Billed
Landlord Redistribution
TSF-2V REV 4/94 Page 1 of I
WR/SAS Group Engineers PROJECT:
Consulting Engineers CLIENT:
7oronto, Ontario DATE:
SD INC. HVAC PROGRAM DESIGNER:
9UILDING MASTER DATA DESIGN PARAMETERS:
ESIGN OUTDOOR OUTDOOR INDOOR INDOOR
1ONTH DRY BULB WET BULB REL.HUM DRY BULB
TULY 3 73 50% 75
VINTER 35 0 50% 68
OOF U ASHRAE SUSP
YPE FACT ROOF NO CLG
1. 0.080 1 YES
7 J~ k»/V ~^ c v ~ ~ x
1-7 7 R~ _
w ~-
PAGE 1 ~.
FRIEDMAN
IDG
FEB.17,1995
JOE L.
HUMID CORRECTION
DIFF FACTOR
25.52 3 '
0.00
A v4a` . '74` 7_ 7S/ vV y-paW C
COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC
WR/SAS Grour-j Toronto, Ontario
ORIEDMAN FEB.17,1995 PAGE 2
BUILDING MASTER DATA CONTINUED)
WNERAL PROJECT INFORMATION:
ROJECT FILE NAME: 95001-1
OROJECT LOCATION: SANFORD, FL.
EGREES NORTH LATITUDE: 28
EGREES LONGITUDE: 81
3AROMETRIC PRESSURE: 29.921
IME ZONE: 5
AYLIGHT SAVINGS TIME: NO
1EAN DAILY TEMPERATURE RANGE: 17
ONE SENSIBLE SAFETY FACTOR = 0 %
NONE LATENT SAFETY FACTOR = 0 %
NONE HEATING SAFETY FACTOR = 10 %
UILDING OPENS AT 8 AM.
UILDING CLOSES AT 8 PM.
wIUMBER OF UNIQUE ZONES IN THIS PROJECT = 5
UILDING DEFAULT VALUES:
WILDING DEFAULT CEILING HEIGHT 10
EOPLE SENSIBLE LOAD MULTIPLIER 245
EOPLE LATENT LOAD MULTIPLIER 205
1LOORHEAT LOSS COEFFICIENT 0
IGHTING ADDED DIRECTLY TO ZONES
WUIPMENT ADDED DIRECTLY TO ZONES
EOPLE ADDED DIRECTLY TO ZONES
NTERNAL OPERATING LOAD PROFILES:
ROFILE FIR HR HR FIR HR HR HR HR HR FIRHR HR HR
UMBER 8 9 10 11 12 13 14 15 16 17 18 19 20
1^ 100 100 100 100 100 100 100 100 100 100 100 100 100
2^ 100 100 100 100 100 100 100 100 100 100 100 100 100
3^ 100 100 100 100 100 100 100 100 100 100 100 100 100
4^ 100 100 100 100 100 100 100 100 100 100 100 100 100
5^ 100 100 100 100 100 100 100 100 100 100 100 100 100
6^ 100 100 100 100 100 100 100 100 100 100 100 100 100
LL DESIGN DATA TAKEN FROM THE 1981 ASHRAE HANDBOOK OF FUNDAMENTALS
k*** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC
1WR/SAS Group Toronto, Ontario
RIEDMAN FEB.17,1995 PAGE 3
BUILDING MASTER DATA (CONTINUED)
EFAULT AIR SYSTEM DESCRIPTION:
FHIS AIR SYSTEM OCCURS 1 TIME(S) THROUGHOUT THE BUILDING
IGHTING: PROFILE # 1 IS USED.100% OF LOAD IS APPLIED TO CONDITIONED SPACE
EQUIPMENT: PROFILE # 1 IS USED.
EOPLE: PROFILE # 1 IS USED.
OACKAGED EQUIPMENT IS EMPLOYED USING A CONSTANT VOLUME SYSTEM
20.0 DEGREE LEAVING COIL -ZONE TEMPERATURE DIFFERENCE HAS BEEN SPECIFIED
3EASON IV, ENTILAT ETH(w 31D INFILTFR'ATION' METHOD
QMMER 0.00 NONE 0.00 NONE
jINTER 0.00 NONE 0.00 NONE
COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC **
CWR/SAS Group Toronto, Ontario
RIEDMAN FEB.17,1995 PAGE 4
DETAILED PROJECT ZONE LOAD CALCULATIONS
OAD UNIT LOAD TEMP. LOAD SEN. LAT. HTG. HTG.
ESCRIP. QUAN FACT. DIFF. MULT. HEAT HEAT MULT' LOAD
1. SALES AREA PEAK TIME 3 PM JULY 987 SF. SYS. 1
ROOF 1 987 0.080 81 6.4G0 6396 2.640 2606
IGHTS 8630.00 100% 3.410 29428
EQUIP. 200.00 100% 3.410 682 0
EOPLE 20.00 100% 245 205 4900 4100
OTAL 41406 4100 2606
X 1'00 X 1.00 X 1.10
41406 4100 2867
2. OFFICE AREA PEAK TIME 3 PM JULY 170 SF. SYS. 1
ROOF 1 170 0.080 81 6.480 1102 2.640 449
IGHTS 1200.00 100% 3.410 4092
QUIP. 400.00 100% 3410 1364 0
E01PLE 3.00 100% 245 205 735 615
OTAL 7293 615 449
X 1.00 X 1.00 X 1.10
7293 615 494
3. STOCK ROO PEAK TIME 3 PM JULY 290 SF. SYS. 1
OOF 1 290 0.080 81 6.480 1879 2.640 766
IGHTS 270.00 100% 3.410 921
EOPLE 1.00 100% 245 205 245 205
OTAL 3045 205 766
X 1.00 X 1.00 X 1.10
3045 205 843
4. JEWELER PEAK TIME 3 PM JULY 55 SF. SYS. 1
00F 1 55 0.080 81 6.480 356 2.640 145
IGHTS 400.00 100% 3.410 1364
EOPLE 1.00 100% 245 205 245 205
OTAL 1965 205 145
X 1.00 X 1.00 X 1.10
1965 205 160
COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC **
CWR/SAS Group Toronto, Ontario
RIEDMAN FEB.17,1995 PAGE 5
DETAILED PROJECT ZONE LOAD CALCULATIONS ***************
OAD UNIT LOAD TEMP. LOAD SEN. LAT. HTG. HTG.
ESCRIP. QUAN FACT. DIFF. MULT. HEAT HEAT MULT. LOAD
5. WASHROOM PEAK TIME 3 PM JULY
OOF 1 50 0.080 81 6.480 324
IGHTS 60.00 100% 3.410 205
OTAL
529 0
X 1.00 X 1.00
529 0
u/
z^' '
2-,T
n"
7 Z
9 yJ q , ^
s- w
3S
3Ztf
7
v/
8 / -
v ' ~ ' -wr" ~~ -~ ' - - '
x 4-0-SE-0
PAC(E- ("( r, zyJV
k**** COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC ** ~^*
3WR/SAS Group Toronto, Ontario
ORIEDMAN FEB.17,1995 PAGE 6
ZONE SUMMARY OF SYSTEM 1 *************************
3QN ABBREV. PEAK TIME FLOOR SENSIBLE HEATING VENT NFL EXH SUPPLY CFM
VO. DESCRIP AND MONTH AREA LOAD LOAD CFM CFM CFM CFM SF
1 SALES A 3 PM JUL 987 41406 2867 0 0 0 1882 1.9
0-
2 OFFICE 3 PM JUL 170 7293 494 0 0 0`"- 332 2~0
3 STOCK R 3 PM JUL 290 3045 843 0 0 0 AU 138 0.5
4 JEWELER 3 PM JUL 55 1965 160 0 0 0 10 89 1.6 0o
5 WASHROO 3 PM JUL 50 529 145 0 0 0 70 24 0.5
ONE PEAK TOTALS 1552 54238 4509 0 0 0 2465 1.6 oX
u
MONTHLY AND HOURLY SYSTEM ZONE SENSIBLE LOAD PROFILE
JULY NOT USED NOT USED NOT USED NOT USED NOT USED *
HOUR ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN ZONE.SEN *
8 AM 45671 0 0 0 0 0
9 AM 47409 0 0 0 0 0
10 AM 49147 0 0 0 0 0
11 AM 50762 0 0 0 0 0
12 AM 52251 0 0 0 0 0
1 PM 53369 0 0 0 0 0
2 PM 54114 0 0 0 0 0
3 PM 54238 0 0 0 0 0
4 PM 53741 0 0 0 0 0
5 PM 52872 0 0 0 0 0
6 PM 51507 0 0 0 0 0
7 PM 49768 0 0 0 0 0
8 PM 4(.3 0 0 0 0 0