HomeMy WebLinkAbout601 Lake Minnie Dr (3)e••:1 .
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CITY OFSAPiF-ORD PGRNIR.APPLICATION s•'';. RECEIVED'`'
Permit # : b ` p t
r
Date: 1 tc>
TTr-r---
Job Address: (o O L-K . nn IJ h l t o;Z 5 ZDt_.1FpZ-0 t-. UL 1 1 ' 7006
Description of Work: A t- 5T1>trt- GoMt='?T r%= S-,3LIj9L9rz '5Y5 r r, -'57b Zi IrA%.7 /-->T i -04 PFt=
Historic District: Zoning: Value of -Work: S 8ow • "
r
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler larm Pogi_--
Electrical: New Service — # of AMPS ' — Addition/Alteration Change of Service Temporary Pole r.
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cali; Required)
Plumbing/ New Commercial: # of Fixtures t #
of Water &Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Tyne: # of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #:
Owners Name & Address:
Attach Proof of Ownership & Legal Description)
Phone:
Contractor Name &'Address: SU L- L-1 Ft 7ZF— VO:o'TF C.T'1 ot_I, l_LC .
1"345 R wE NN/of -s a o t-og l c- . --s—L --.---- State License Number: 93 9 ;5 —7oe> oca j_Zoc,_ooz_
Phone & Fax: 40T -3 107-- q 4a7-36"4'T3iS Contact Person: Phone: 0-7- 2-4L3Z
Bonding Company:
Address!
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenceii pr is tr; ,.lu: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR COi;DITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all Wark will be done in compliance with all applicabir.:vws rr.,- ; tingconstructionandinning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR f•r °r .No
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT.
N TICE: 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 reqgients of Florida ten Lo, FS 713.
Signature of Owner/Agent Date Signature of Cona-ctor/Agent Date
Print Owner/Agent's Name Prin ntractor .ieent's Name
Vy . 0" L 16 A/C
Signature of Notary -Slate of Florida Date mature of No-•-Slate of Florida Date
O%kiier/Agent is _ Personally ,no%%Ti to Me or
Produced IU
APPI_IC'A HON APPROVED BY: Bldg:
L
Zoning:
Initia. Date)
t'ondiliuns:
4 6 Notary Public State of Florida
J Darlene C Van Ness
C'on; actor/Age-: is• Per o,y,;',lovn n pn DD567632rrodtcec : --
MML Hn n
Initial & Date) Initial C Dole) (li>;t 1'&' a,
i al
15g00
Itit 11 4~'70 0000-
0000 1_
2 9 ,
u DAVID
JOHNSON. CFA, ASA PROPERTY
f
4t-
0 40 J
Q(-
0/{) 2. _J
F12 V0000-
0000 C D 14,,g oono-00oo 2.A APPRAISER
OGDO-
0000 — , 1.
0 0 G00-0030 ,L1 1 f3EMINOLE
COUNTY FL, 5.
0 3.0 1 C ! 1
101 E. FiRsT sT f 0 B0043020 sAnFostn,
FL 32T71-1468 407-
665-7506 9
1710
24 12
V/ 23
F a,
rr OG00-
0 40 2006
WORKING VALUE SUMMARY Value
Method: Market GENERAL
Number
of Buildings: 0 Parcel
Id: 11-20-30-5AN-0000-0010 Depreciated
Bldg Value: $0 Owner:
A & R PROJECTS CORP Depreciated
EXFT Value: $0 Mailing
Address: 10501 S ORANGE AVE STE 121 Land
Value (Market): $628,138 City,
State,ZipCode: ORLANDO FL 32824 Land
Value Ag: $0 Property
Address: 601 LAKE MINNIE DR rket
Value: $628,138 Facility
Name: Assessed
Value (SOH: $628,138 Tax
District: S4-SANFORD- 17-92 REDVDST Exempt
Value: $0 Exemptions:
Taxable
Value: $628,138 Dor:
10-VAC GENERAL-COMMERCI Tax
Estimator 2006
Notice of Proposed Property Tax SALES
Deed
Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY
DEED 11/2004 05518 1G9 $700,000 Vacant Yes 2005 Tax Bill Amount: $12,364 WARRANTY
DEED 08/1991 02328 0434 $638,000 Vacant No 2005 Taxable Value: $269,202 WARRANTY
DEED 01/1987 01810 1960 $688,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM WARRANTY
DEED 01/1973 00985 0866 $80,000 Improved Yes ASSESSMENTS Find
Sales within this DOR Code LEGAL
DESCRIPTION PLATS:
Pick LAND
Land
Assess Land Unit Land PORTION
OF LOTS 1 & 3 DESCRIBED AS Method
Frontage
Depth Units
Price Value BEG
300 N 40 DEG 57 MIN 00 SEC E OF SE COR
LOT 1 RUN N 49 DEG 03 MIN 00 SQUARE
FEET 0 0 89,734 7.00 628,138 SEC W 249.99 FT N 40 DEG 57 MIN 02 SEC E Permits
TO N LI LOT 1 E TO WLY RAN OF HWY 17-92 SWLY
ALONG RAN TO BEG LAKE
MINNIE ESTATES PB 6 PG 92 NOTE:
Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem
tax purposes. If
you recently purchased a homesteaded property your next ear's property tax will be based on JusNMarket value.
t•
F D F D
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI. 32772
407 302-2516 / FAX (407) 302-2526
Fire Marshal Robles
Plans Review Sheet
Date: October 17, 2006 Business Address: 601 Lake Minnie Drive
Occ. 38 New Businesses
Business Name: Lake Minnie Plaza Ph. ()
Fax. ()
Contractor: Sullivan Fire Protection g
Architect: Ph. ( )
Fax. ( )
Reviewed [x ] Reviewed with comment [ ]
Reviewed by: Timothy Robles, Fire Marshal
Comment:
Ph (407) 302-9632
Fax. (407) 302--9355
Application — New Business #38
I. IFire Sprinkler Design: Ordinary Hazard Group #2
1.2 Industrial Area. Class commodities up to 15' ft- in height.
1.3 See N.F.PA. 13, (2003) Ed.
1.4 Densityfor this area —.20 GPM/SQ FT. 1.
5 Operating area- over 8, 000 sq ft 1.
6 53> 155 degree heads 5.6 Factor %z " Tread Reliable FI FR Pen Chrome CP 1.
7 78>200 degree heads 5.6 Factor % " Tread Reliable FIFR UPR Brass 1.
8 Two
hour hydro required Provide
fire sprinkler contractor at time of building finial 9
48 hour notice on all fire inspections Rejected []
F D F D •_
SANFORD FIRE DEPARTMENT
FIRE PREVENTION DIVISION
300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772
407 302-2516 / FAX (407) 302-2526
Fire Marshal Robles
Call (407) 302-2520 (Matt Minnetto for inspections)
2
4
r
Fire Protection by Computer Design
SULLIVAN FIRE PROTECTION, LLC
1345 PINE WAY
SANFORD, FL 32773
407-302-9632 _
Job Name LAKE MINNIE RETAIL
Building NEW
Location : "SR 17-92 & LAKE MINNIE DR SANFORD, FL
System 1
Contract 06-030 •, .;
Data File LAKE MINNIE.WXF
SULLIVAN FIRE PROTECTION, LLC Page 1
LAKE MINNIE RETAIL Date
Hydraulic Design Information Sheet
Jame - LAKE MINNIE RETAIL Date-,4/16/06
Location - SR.17-92 & LAKE MINNIE.DR SANFORD, FL
Building - NEW System No. - 1,
Contractor - SULLIVAN FIRE PROTECTION Contract No. - 06-030
Calculated By - T SUTHERLAND Drawing No. - .
Construction: ( ) Combustible (X) Non -Combustible. Ceiling Height;- 15'
Occupancy - ORDINARY HAZARD GROUP II MERCANTILE
S (X) NFPA 13 ( ). Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2-( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C- ( ) Figure Curve
S Other 9'.14 PSI SAFETY MARGIN
T •Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 1080 System Type Sprinkler/Nozzle
Density - .20 (X) Wet Make RELIABLE
D Area Per Sprinkler - 120 ( ) Dry Model F1FR
E Elevation at Highest Outlet - 15 ( ) Deluge Size 1/2"
S Hose Allowance - Inside - 0 ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat•.155
G Hose Allowance - Outside - 250
N`
Note 33% DESIGN AREA RED. IN•ACCORDANCE W/ NFPA-13 11.2.3.2.3.1 & QR HEADS.
Calculation Flow Required - 484.404 Press Required - 53.190
Summary C-Factor Used: 120 Overhead 150 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 4/15/06 Cap. -
T *Time of Test - 8:15 AM Rated Cap.- 0 Elev.-
2 Static Press ' - 64 @ Press
R Residual Press - 57 Elev. - Well
Flow - 1050 Proof Flow
S Elevation - 0
U
P Location - HYDRANTS ON PROPERTY
P
L Source of Information - SULLIVAN FIRE PROTECTION, LLC
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack.
M
Single Row ( ) Convey.. Pallet Auto. Storage Encap.
S R. ( ) Double Row ( ) Slave Pallet Solid Shelf Non
T A ( ) Mult. Row Open Shelf
0 C
R K Flue'Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Water Supply Curve (C)
SULLIVAN FIRE PROTECTION, LLC
LAKE MINNIE RETAIL
Page 2
Date
City Water Supply: Demand:
C1 - Static Pressure : 64 131 - Elevation 6.496
C2 - Residual Pressure: 57 D2 - System Flow 234.404
C2 -Residual Flow 1050 D2 - System Pressure 53.190
Hose ( Adj City)
Hose ( Demand) 250
D3 - System Demand 484.404
Safety Margin 9.136
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
3
40
30
20
10
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW (N " 1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
SULLIVAN FIRE PROTECTION, LLC Page 3
LAKE MINNIE RETAIL Date
Fitting Legend
Abbrev. Name 2 1 1% 1% 2 2% 3 3'/2 4 5 6 8 10 12 14 16 18 20 24
E 90' Standard Elbow 2 2 2 3 4 5 6' 7 8 10 12 14 18 22 27 35 40 45 50 61
F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
J 90'Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 12(
T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
V 90' EII Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0• 0 0 0 0
X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0
Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 _ 22 27 35 40 45 50 61
a i
i
r'
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
r I
i
i
Pressure / Flow Summary - STANDARD
SULLIVAN FIRE PROTECTION, LLC Page 4
LAKE MINNIE RETAIL Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg,
1 15.0 5.6 21.71 na 26.09 F0.2 120 7.0
2 15.0 5.6 21.94 na 25.23 0.2 120 7.0
3 15.0 5.6 20.58 na 25.41 0.2 120 7.0
4 15.0 5.6 20.8 na 25.54 0.2 120 7.0
5 15.0 5.6 18.37 na 24.0 0.2 120 7.0
B1 0.0 27.6 na
6 15.0 5.6 22.96 na 26.83 0.2 120 7.0
7 15.0 5.6 23.2. na 26.97 0.2 120 7.0
8 15.0 5.6 22.56 na 26.6 0.2 120 7.0
9 15.0 5.6 22.79 na 26.74. ' 0.2 120 7..0
R1 13.0 23.75 na
R2 13.0 25.07 na
M1 13.0 28.42 na
M2 13.0 28.46 na
M3 13.0 28.59 na
P1 13.0 31.05' na
P2 13.0 32.72 na
TSR -3.0 39.96 na
BSR -3.0 40.43 na- 250.0
BFP -3.0 52.29 na
CITY 0.0 53.19 na
The maximum velocity is 17.41 and it occurs in the pipe between nodes R1 and M1
r r
renal calculations - rlazen-mmams
SULLIVAN FIRE PROTECTION, LLC Page 5
LAKE MINNIE RETAIL Date
r
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C.' or Ftng's Pe Pv Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 26.09 1.728 0.0 12.000 21,711 K Factor = 5.60
to 120 0.0 0.0 0.0
2 26.09 0.0187 0.0 12.000 0.224 Vel = 3.57
2 26.23 1.728 1J 11.29 2,750 21,935 K Factor= 5.60
to 120 0.0 11,290 0.866
R1 52.32 0,0679 0.0 14.040 0.953 Vel = 7.16
0.0
52.32 23,754 K Factor = 10.73
3 25.41, 1.728 0.0 12.000 20.582 K Factor = 5.60
to 120 0.0 0.0 0.0
4 25.41 0.0178 0.0 12,000 0.214 Vel = 3.48.
4 25.53 1.728 0.0 4.750 20.796 K Factor = 5.60
to 120 0.0 0.0 6,496
61 50.94 0,0646 0.0 4.750 0.307 Vel = 6.97-
0.0
50.94 27.599 K Factor = 9.70
5 24.00 1.049 1 E 2.0 8.000 18.367 K Factor = 5.60
to 120 1T 5.0 7.000 6,496
61 24.0 0.1824 0.0 15.000. 2.736 Vel = 8.91
131 50.94 1,728 1 J 11.29 2.250 27.599
to 120 0.0 11.290 5.630
R1 74.94 0.1318 0.0 13.540 1,785 , Vel = 10.25
0.0
74.94 23.754 K Factor = 15.38
6 26.83 1.728 0.0 12.000 22.962 K Factor = 5.60
to 120 0.0 0.0 0.0
7 26.83 0.0197 ' 0.0 12.000 0,236 Vel = 3.67 -
7 26.98 1.728 1 J 11.29 2.750 23.198 K Factor = 5.60
to 120 0.0 11.290 0.866
R2 53.81 0.0714 0.0 14.040 1,003 Vel = 7.36
0.0
53.81 25.067 K Factor = 10.75
8 26.60 1.728 0.0 12.000 22,560 K Factor = 5.60
to 120 0.0 0.0 0.0
9 26.6 0.0194 0.0 12,000 0.233 Vel = 3.64
9 26.73 1,728 1 J 11.29 8.750 22.793 K Factor = 5.60
to 120 0.0 11,290 0,866
R2 53.33 0.0703 0.0 20.040 1,408 Vel = J.30
0.0 f
53.33 25.067 K Factor = 10.65
R 1 127.26 1.728 1 T 11.29 2.000 23.754
to 120 • 0.0 11.290 0.0
M1 127.26 0.3512 0.0 13.290 4.567 Val = 17.41
0.0
127.26 28.421 K Factor = 23.87
R2 10714 1.728 1 T 11.29 2.000 25.067 .
to 120 0.0 11.290 0.0
M2 10714 0.2555 0.0 13.290 3.395 Vel = ` 14.66
rinai 1,oaicuiauons - %wanaara
SULLIVAN FIRE PROTECTION, LLC Page 6
LAKE MINNIE RETAIL Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv '*'***` Notes
Point Qt Pf/Ft, Eqv. Ln. Total Pf Pn
0.0
107.14 28.462 K Factor = 20.08
M 1 127.26 4.31 0.0 10.000 28.421
to 120 0.0 0.0 0.0
M2 127.26 0.0041 0.0 10.000 0.041 Vel = 2.80
M2 107.14 4.31 0.0 10.000 28.462
to 120 0.0 0.0 0.0
M3 234.4 0.0127 0.0 10.000 0.127 Val = 5.15
M3 0.0 4.31 1 V 9.477 184.330 28.589
to 120 0.0 9.477 0.0
P1 234.4 0.0127 0.0 193.807 2.457 Vel .= 5.15
Pi 0.0 4.31 1 X 22.299 109,920 31.046
to 120 0.0 22.299 0.0
P2 234.4 0.0127 0.0 132.219 1.677 Vel = 5.15
P2 0.0 4.31 1 V 9.477 15.000 , 32.723
to 120 0.0 9.477 6.930
TSR 234.4 0.0127 0.0 24.477 0.310 Vet = 5.15
TSR 0.0 4.31 1Z 13.937 13.000 39.963
to 120 1 V 9.477 23.414 0.0
BSR 234.4 0.0127 0.0 36.414 0.462 Vel = 5.15
BSR 250.00 4.07 4E 63.728 85.0.00 40.425 Qa = 250
to 150 2F 12.746 76.475 5.000 Fixed loss = 5
BFP 484.4 0.0425 0.0 161.475 6.861 Val = 11.95
BFP 0.0 4.07 1 T 31.864 20.000 52.286
to • 150 0.0 31.864 1.299
CITY 484.4 0.0425 0.0 51.864 2.203 Val = 11.95
0.0
484.40 53.190 K Factor = 66.42
Bulletin 136 Rev.M
Rellmabld
Model F1 FR
Model F1 FR Recessed
Quick Response
Sprinklers
no
Model F1 FR Sprinlder Types
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
HSW 1 Deflector
Model F1 FR Recessed Sprinkler Types
Recessed Pendent
Recessed Horizontal Sidewall
HSW 1 Deflector
Listings & Approvals
1. Listed by Underwriters Laboratories, Inc. (UL)
2. Listed by Underwriters' Laboratories of Canada (ULC)
3. Certified by FM Approvals
4. Loss Prevention Council (LPC, UK)
5. NYC BS&A No. 587-75-SA
6. Meets MIL-S-901C and MIL -STD 167-1
7. Verband der Schadenversicherer (VdS, Germany)
8. NYC MEA 258-93-E
UL Listing Category
Sprinklers, Automatic & Open
Quick Response Sprinkler
UL Guide Number
VMV
Patents: US Patent No. 6,374,920 Applies to
Model F1 FR Vertical Sidewall Sprinklers.
Product Description
Reliable Models F1 FR and F1 FR Recessed Sprinklers are
quick response sprinklers which combine the durability of a
standard sprinkler with the attractive low profile of a decorative
sprinkler.
The Models F1 FR and F1 FR Recessed automatic sprinklers
utilize a 3.0 mm frangible glass bulb. These sprinklers have
demonstrated response times in laboratory tests which are
five to ten times faster than standard response sprinklers. This
quick response enables the Model F1 FR and F1 FR Recessed
sprinklers to apply water to a fire much faster than standard
sprinklers of the same temperature rating.
The glass bulb consists of an accurately controlled amount
of special fluid hermetically sealed inside a precisely manu-
factured glass capsule. This glass bulb is specially con-
structed to provide fast thermal response. The balance of
parts are made of brass, copper and beryllium nickel.
At normal temperatures, the glass bulb contains the fluid
in both the liquid and vapor phases. The vapor phase can
be seen as a small bubble. As heat is applied, the liquid ex -
Upright Pendent
Vertical Sidewall Conventional
Horizontal Sidewall Recessed Pendent
HSW 1 Deflector (Model FP Shown)
pands, forcing the bubble smaller and smaller as the liquid
pressure increases. Continued heating forces the liquid to
push out against the bulb, causing the glass to shatter,
opening the waterway and allowing the deflector to distrib-
ute the discharging water.
Application
Quick response sprinklers are used in fixed fire protec-
tion systems: Wet, Dry, Deluge or Preaction. Care must be
exercised that the orifice size, temperature rating, deflector
style and sprinkler type are in accordance with the latest
published standards of the National Fire Protection Asso-
ciation or the approving Authority Having Jurisdiction.
Quick response sprinklers are intended for installation as
specified in NFPA 13. Quick response sprinklers and stan-
dard response sprinklers should not be intermixed.
The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552
Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
Sprinkler Type
Standard -Upright (SSU) and Pendent (SSP)
Deflectors Marked to Indicate Position
K Factor
Sprinkler Approval
Height Organization
2.2" 56mm 1,2,3,4,5,6,7
Identification
Metric
gSU SSP
15mm Standard Orifice with" NPT R,v Thread 5.6 80 R3625 R3615
20mm Large Orifice with ?'" NPT R3/, Thread 8.0 115 2.3" 58mm 1,2,3,4,7,8 R3622 R3612
17mm Small Orifice with t " NPT R}z) Thread 4.2 60 2.2" 56mm 1,2,8 R3623 R3613
3-" 10mm Small Orifice with t1" NPT Ryz Thread 2.8 40 2.2" 56mm 1,2,8 R3621 R3611
10mm Orifice XLH with Re" Thread 4.2 60 56mm 4,6,7 R3624 R3614
Conventional -Install in Upright or Pendent Position
4.2
5.6
8.0
60
80
115
56mm
56mm
58mm
4,6,7
4,7
R3674
R3675
R3672
10mm Orifice XLH with R4B Thread
15mm Standard Orifice with LZ" NPT (RYz) Thread20mmLargeOrificewith3/"4R3/. Thread Upright
Pendent Conventional Model
F1 FR Quick Response Recessed Pendent Sprinkler Installation
Wrench: Model GFR 1 Sprinkler Wrench Installation
Data: Nominal
Thread K Factor Sprinkler Approval"' Sprinkler Identification Orifice
Size us Metric Height Organizations Number (SIN) 15mm)
Y," NPT (RI/2) 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 20rrxn)
NPT (R3/A) 115 2.3" (58mm) 1,2,3,8 R3612 8.0 11mm)
Y" NPT (RI/2) 4.2 60 2.2" (56mm) 1,2,8 R3613 3/"(
10rrxn) NPT RYz) 2.8 40 2.2" (56mm) 1,2,8 R3611 10mm
Rie 60 56mm 4,7 R3614 4.2 t
I Refer to escutcheon data table for approvals and dimensions. 2
r/I' HOLE D.. 57.
2-1 5/
16- 0. A97mmJ
1x
1/2' REDUCER ERR COIIAR
nryrr rNrdAi-uNSTSP~LFR w,, NCN
DOSS 7—` LU
00twl FACE
OF
F 11wSTMTNT I'
I N I i C121N6 f, I/R"
5.2-1 2 27/
32- Du. 72.2—)
1]BFG01_1 I) RFFM
rO rr A " FSCUM.MON DATA rARIF FOR APPROVAI S AND OWNSIONS. 2 5/
6" DIA. (66.7mm) — HOLE IN
CEILING DLA. (3d.
7mmJ CUP I
1"
1 112' REDUUR Y___J___.__
I
I
f '
l
L J
CEILING ' 00
V8
FACE OF FITTING TO FACE
OF CEILINC: O1MEN$IONII,
1 \T ` ^
1
0;
T
A i ADJUSTMENT J __ - _
1) RCFCR
rO FF ESCUTCHEON DATA TAME FOR APPROVALS AND DIMCN.IOA'S
AOL vqPw
Fire Protection by Computer Design
SULLIVAN FIRE PROTECTION, LLC
1345 PINE WAY
SANFORD, FL 32773
407-302-9632
Job Name CAKE MINNIE RETAIL
Building NEW
Location SR 17-92 & LAKE MINNIE DR SANFORD, FL
System 1
Contract 06-030
Data File LAKE MINNIE.WXF
t
vet- -
1,
1-
SULLIVAN FIRE PROTECTION, LLC Page 1
LAKE MINNIE RETAIL Date
Hvdraulic Design Information Sheet
Name - LAKE MINNIE RETAIL Date - 4/16/06
Location - SR 17-92 & LAKE MINNIE DR_SANFORD, FL I
Building - NEW System No. - 1
Contractor - SULLIVAN FIRE PROTECTION Contract No.-.06=030
Calculated By - T SUTHERLAND Drawing No. -
Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 15'
Occupancy - ORDINARY HAZARD GROUP II MERCANTILE
S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz.
Y ( ).NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other 9.14 PSI SAFETY MARGIN
T Specific Ruling Made By Date
E
M.
D
E
S
I
G
N
Area of Sprinkler Operation - 1080 System Type Sprinkler/Nozzle
Density I - 20 X),Wet Make RELIABLE
Area Per Sprinkler - 120 Dry Model F1FR
Elevation at Highest Outlet - 15 Deluge` Size 1/2"
Hose Allowance - Inside - 0 Preaction K-Factor 5.6
Rack Sprinkler Allowance - 0 Other Temp.Rat'.155
Bose Allowance - Outside - 250
Note 33% DESIGN AREA RED. IN ACCORDANCE W/ NFPA-13; 11.2.3.2.3.1 & QR HEADS,
Calculation Flow Required - 484.404 Press Required - 53.190
Summary C-Factor Used: 120 Overhead 150 Underground
W
A
T
E
R
S
U
P
P
L
Y
Water Flow Test: Pump Data:
Date of Test - 4/15/06
Time of Test - 8:15 Ali Rated Cap. -
Static Press - 64 @ Press -
Residual Press - 57 Elev. -
Flow -1050
Elevation - 0
Location - HYDRANTS ON PROPERTY
Tank or Reservoir:
Cap.
Elev.-
Well
Proof Flow
Source of Information - SULLIVAN FIRE PROTECTION, LLC
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method:- Solid Piled % Palletized Rack
M
Single Row Conven. Pallet Auto. Storage Encap.
S R ( ) Double Row Slave Pallet Solid Shelf Non
T A ( ) Mult. Row Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Water Supply Curve (C)
SULLIVAN FIRE PROTECTION, LLC Page 2
LAKE MINNIE RETAIL Date
City Water Supply: Demand:
C1 - Static Pressure : 64 D1 - Elevation :' 6.496
C2 - Residual Pressure: 57 D2 - System Flow 234.404
C2 - Residual Flow 1050 D2 - System Pressure 53.190
Hose ( Adj City)
Hose ( Demand) 250
D3 - System Demand 484.404
Safety Margin 9.136
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
3
40
30
20
10
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW ( N " 1.85 )
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Used Summary
SULLIVAN FIRE PROTECTION, LLC Page 3
LAKE MINNIE RETAIL Date
Fitting Legend
Abbrev. Name 1 1% 1 %: 2 2% 3 3% 4 5 6 8 10 12 14 16 1B. 20 24
E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
F 45' Elbow 1 11 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28
J 90Tee-Branch Gry Vic #20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 8B 98 12C
T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 i
V 90' EII Firelock #001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0
X 90Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0
Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
I
Pressure / Flow Summary - STANDARD
SULLIVAN FIRE PROTECTION, LLC Page 4
LAKE MINNIE RETAIL Date
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Reg.
1 15.0 5.6 21.71 na 26.09 0.2 120 7.0
2 15.0 5.6 21.94 na 26.23 0.2 120 7.0.
3 15.0 5.6 20.58 na 25.41 0.2 120 7.0
4 15.0 5.6 20.8 na 25.54 0.2 120 7.0
5 15.0 5.6 18.37 na 24.0 0.2 120 7.0
B1 0.0 27.6 na
6 15.0 5.6 22.96 na • 26.83 0.2 120 7.0
7 15.0 5.6 23.2 na 26.97 0.2 120 7.0
8 15.0 5.6 22.56 na 26.6 0.2 120 ' 7.0
9 15.0 5.6 22.79 na 26.74 0.2 120 7.0
R1 13.0 23.75 na
R2 13.0 25.07 na
M1 13.0 28.42 na
M2 13.0 28.46 na
M3 13.0 28.59 na
P1 13.0 31.05 na
P2 13.0 32.72 na
TSR 3.0 39.96 na
BSR 3.0 40.43 na 250.0
BFP 3.0 52.29 na
CITY 0.0 53.19 na
The maximum velocity is 17.41 and it occurs in the pipe between nodes R1 and M1
rnidi %.0d1uuwt1v1w - nd/Mi-vviniarnb
SULLIVAN FIRE PROTECTION, LLC Page 5
LAKE MINNIE RETAIL Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. C" or Ftng's Pe Pv Notes **""
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
1 26.09 1.728 0.0 12.000 21.711 K Factor = 5.60
to 120 0.0 0.0 0.0
2 26.09 0.0187 0.0 12.000 0.224 Vel = 3.57
2 26.23 1.728 1 J 11.29 2.750 21.935 K Factor = 5.60
to 120 0.0 11.290 0.866
R 1 52.32 0.0679 0.0 14.040 0.953 Vet = 7.16
0.0
52.32 23.754 K Factor = 10.73
3 25.41 1.728 0.0 12.000 20.582 K Factor = 5.60
to 120 0.0 0.0 0.0
4 25.41 0.0178 0.0 12.000 0.214 Val = 3.48
4 25.53 • 1.728 0.0 4.750 20.796 K Factor = 5.60
to 120 0..0 0.0 6.496
B1 50.94 0.0646 0.0 4.750 0.307 Vel = 6.97
0.0
50.94 27.599 K Factor = 9.70
5 24.00 1.049 1 E 2.0 8.000 18.367 K Factor = 5.60
to 120 1 T 5.0 7.000 6.496
B1 24.0 0.1824 0.0 15.000 2.736 Vel = 8.91
131 50.94 1.728 1 J 11.29 2.250 27.599
to 120 0.0 11.290 5.630
R 1 74.94 0.1318 0.0 13.540 1.785 Vet = 10.25
0.0
74.94 23.754 K Factor = 15.38
6 26.83 1.728 0.0 12.000 22.962 K Factor = 5.60
to 120 0.0 0.0 0.0
7 26.83 0.0197 0.0 12.000 0.236 Vel = 3.67
7 26.98 1.728 1 J 11.29 2.750 23.198 K Factor = 5.60
to 120 0.0 11.290 0.866
R2 53.81 0.0714 0.0 14.040 1.003 Vel = 7.36
0.0
53.81 25.067 K Factor = 10.75
8 26.60 1.728 0.0 12.000 22.560 K Factor; 5.60
to 120 0.0 0.0 0.0
9 26.6 0.0194 0.0 12.000 0.233 Vel = 3.64
9 26.73 1.728 1.1 11.29 8.750 22.793 K Factor = 5.60
to 120 0.0 11.290 0.866
R2 53.33 0.0703 0.0 20.040 1.408 Vel = 7.30
0.0
53.33 25.067 K Factor = 10.65
R1. 127.26 1.728 1 T 11.29 2.000 23.754
to 120 0.0 11.290 0.0
M1 , 127.26 0.3512 0.0 13.290 4.667 • Vel = 17.41
0.0
127.26 28.421 K Factor = 23.87
R2 107.14 1.728 1 T 11.29 2.000 25.067
to 120 0.0 11.290 0.0
M2 107.14 0.2555 0.0 13.290 3.395 Vel = 14.66
rinai uaiwavons - oianaara
SiJLLIVAN FIRE PROTECTION, LLC Page 6
LAKE MINNIE RETAIL Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes ******
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
107.14 28.462 K Factor = 20.08
M 1 127.26 4.31 0.0 10.000 28.421
to 120 0.0 0.0 0.0 •
M2 127.26 0.0041 0.0 10.000 0.041 Vel = 2.80
M2 107' 14 4.31 0.0 10.000 28.462
to 120 0.0 0.0 0.0
M3 234.4 0.0127 0.0 10.000 0.127 Vel = 5.15
M3 0.0 4.31 1V 9.477 184,330 28.589
to 120 • 0.0 9.477 0.0
P1 234.4 0.0127 0.0 193,807 2.457 Vel = 5.15
Pi 0.0 4.31 IX 22.299 109.920 31.046
to 120 0.0 22.299 0.0
P2 234.4 0.0127 0.0 132.219 1.677 Vel = ` 5.15
P2 0.0 4.31 1 V 9.477 15.000 32.723
to 120 0.0 9.477 6.930
TSR 234.4 0.0127 0.0 24.477 0.310 Vel = 5.15
TSR 0.0 4.31 1Z 13.937 13.000 39.963
to 120 1 V 9.477 23.414 0.0
BSR 234.4 0.0127 0.0 36.414 0.462 Vel = 5.15
BSR 250.00 4.07 4E 63.728 85.000 40.425 Qa = 250
to 150 2F 12.746 76.475 5.000 Fixed loss = 5
BFP 484.4 0.0425 0.0 161.475 6.861 Vel = 11.95
BFP 0.0 4.07 1T 31.864 20.000 52.286
to 150 0.0 31.864 1.299
CITY 484.4 0.0425 0.0 51.864 2.203 Vel = 11.95
0.0
484.40 53.190 K Factor = 66.42
Bulletin 136 Rev.M
1;111b1
Model F1 FR Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Vertical Sidewall
Horizontal Sidewall
HSW 1 Deflector
Model 171 FR Recessed Sprinkler Types
Recessed Pendent
Recessed Horizontal Sidewall
HSW 1 Deflector
Listings & Approvals
1. Listed by Underwriters Laboratories, Inc. (UL)
2. Listed by Underwriters' Laboratories of Canada (ULC)
3. Certified by FM Approvals
4. Loss Prevention Council (LPC, UK)
5. NYC BS&A No, 587-75-SA
6. Meets MIL-S-901C and MIL -STD 167-1
7. Verband der Schadenversicherer (VdS, Germany)
8. NYC MEA 258-93-E
UL Listing Category
Sprinklers, Automatic & Open
Quick Response Sprinkler
UL Guide Number
VNIV
Patents: US Patent No. 6,374,920 Applies to
Model F1 FR Vertica! Sidewall Sprinklers.
Product Description
Reliable Models F1 FR and F1 FR Recessed Sprinklers are
quick response sprinklers which combine the durability of a
standard sprinkler with the attractive low profile of a decorative
sprinkler.
The Models F1 FR and F1 FR Recessed automatic sprinklers
utilize a 3.0 mm frangible glass bulb. These sprinklers have
demonstrated response times in laboratory tests which are
five to ten tirnes faster than standard response sprinklers. This
quick response enables the Model F1 FR and F1 FR Recessed
sprinklers to apply water to a fire much faster than standard
sprinklers of the same temperature rating.
The glass bulb consists of an accurately controlled amount
of special fluid hermetically sealed inside a precisely manu-
factured glass capsule. This glass bulb is specially con-
structed to provide fast thermal response. The balance of
parts are made of brass, copper and beryllium nickel.
At normal temperatures, the glass bulb contains the fluid
in both the liquid and vapor phases, The vapor phase can
be seen as a small bubble. As heat is applied, the liquid ex -
Model F1 FR
Model F1 FR Recessed
Quick Response
Sprinklers
Upright Pendent
Vertical Sidewall Conventional
r
Horizontal Sidewall Recessed Pendent
HSW 1 Deflector (Model FP Shown)
pands; forcing the bubble smaller and smaller as the liquid
pressure increases. Continued heating forces the liquid to
push out against the bulb, causing the glass to shatter,
opening the waterway and allowing the deflector to distrib-
ute the discharging water.
Application
Quick response sprinklers are used in fixed fire protec-
tion systems: Wet, Dry, Deluge or Preaction. Care must be
exercised that the orifice size, temperature rating, deflector
style and sprinkler type are in accordance with the latest
published standards of the National Fire Protection Asso-
ciation or the approving Authority Having Jurisdiction.
Quick response sprinklers are intended for installation as
specified in NFPA 13. Quick response sprinklers and stan-
dard response sprinklers should not be intermixed.
The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552
co
no
Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
pri
Height , Organization
oval -- Number SIN
Sprinkler Type
I _ K Factor Sprinkler Identification
Standard -Upright (SSU) and Pendent (SSP) f Sprinkler Approval ( )
US Metric 9DeflectorsMarkedtoIndicatePositionj j _ SSU sSP
15mm Standard 0 ic.e wrath NPT R' Thread 5 6 80 22" 56mm 1 2,3,4,5.6.7 _ R3625 -R3615
1-, L(20rn n) La Orifice wrth?; NPT (R3i!)Thread - 8.0 115 - 2 3'58mm 1,2,3,4,7,8 R3622 R3612
17mm Small Or'Ificewith t"' NPT R , , ) Thread 4.2 60 2.2 (56mm I 1,2,8 R3623 R3613 10mm)
Small Wice with NPT('_) Thread _ t2.8 _ 40 221'(56mm) 1,2,8-_R3621 _R3ft11_ 10mm
Orifice XLH with R'h Thread _ - 4.2 60 _ 56_m_m_4,6;7 _ R3624_ R3614 _ Conventional -
Install in ri ht or Pendent Position -_ 10mm
Orifice rd
with
R it Thread __.----- _I -
4-2- -- 60 56mm __._._ -. _-__-_- - - --
R3674 - - 15mm
Standard Orifice with N' N T (R'2) Thread 5.6 80 5Fimm 4,6,7 R3675 JI 120mmLarcleOrificewith3/v' PT R3/A)Thread 8.0 115 58mm 4,7 R3672 Upright
Pendent Conventional Model
F1 FR Quick Response Recessed Pendent Sprinkler I
Installation Wrench: Njodel GFR1 Sprinkler Wrench Installation
Data: Nominal
Thread K Factor I Sprinkler Approval '' Sprinkler Identification Orifice
Size US Metric Height Organizations Number (SIN) 15mrn)
z --- -
NPT (
R -') 5.6 80 2.2" (56mm) 1 2.3 4 5 7,8 1 R3615 3615 - NPT (
R'/a) 8.0 115 2.33_(58mm) 2,3_B I R3612-- 11m
y
4.
2 I _ 60 2.2' (56mm) 1,2,8 I R3613 5^ (
10mm) f= --- - --
10mm
NPT(
RYz __ R?
F 2.
8 4.
2 40
60
2.
2" (56mm) 56mm
1,
2,8 4,
7 R3611
R3614
t')
Refer to escutcheon data table for approvals and dimensions. 5"
e" Cw I-, [7rnm
l
UIM,
TA^J" I
C.Ims, S.P.11 iR wr-
Nb, Do„ _ I s
rT 1'
I. 7—
i ,
7
i ACr LY'R ;N. r' irk,
1ceVwl iwtNiur+ Rrrron;
rl ,} r.,, rsn,ri'-rra6 M,-A 4R1r rO- s!'rh)Ai i Alp 7M11AVIS. 111 2
G/
E' 2 5,/
16" Dar. j.59 -- • r, LIP
I CF,
LING
7A&C
r'DR APPf?0 A._ ANC PMCNG,.,._
0
CITY OF SANFORD FIRE DEPARTMENT 1
FEES FOR SERVICES
PHONE # 407-302-2516 - FAX # 407-302-2526
4
DATE: t/'4 PERMIT #: 09
BUSINESS NAME / PROJECT: AW—
ADDRESS: 01
I
PHONE NO.: 4W 30oi - /`ej FAX NO.: %d -3QZ2
CONST. INSP. [) C / O INSP.:[ ] REINSPECTION [ 1 , PLANS REVIEW
F. A. [ ] F-S.(K HOOD ( 1 PAINT BOOTH I J BURN P RMIT J
TENT PERMIT "TANK PERMIT (] OTHER,<
TOTAL FEES: S JC (PER UNIT SEE BELOW)
Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
H.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407-
330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take
place. I certify that the above is true and correct and that I
will comply with all applicable codes and ordinances
of the City of Sanford, Florida.
144
Sanford AFir-e-P—reven Division Applicant's Signature
0.