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HomeMy WebLinkAbout243 Towne Center Cir 08-1526 (fr sp)CITY OF SANFORD PERMIT APPLICATION Application 0 :�: 4 Submittal Date; ��� —..0 tJ Job Address: %- VS % /xJ s aloai r C i IL Value of Work: Parcel ID: Zoning: historic District: ��2lacu% Description of Worlt: Add a;�tni�N�•+ tjewi - Ov Square Footage: ............. . ............... ......................... ..:............................................................... Permit Type: Building ❑ Electrical 13 Mechanical ❑ Plumbing ❑ Fire Sprinkler /Alarm If Pool ❑ Sign ❑ Electrical: New Service - 0 of AMPS _y Addition /Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non - Residential ❑ Replacement ❑ New ❑ (Duct Layout c& Energy Cale. Required) Plumbing/ New Commercial: f/ of Fixtures 11 of Water & Sewer Lines Plumbing /New Residential: 11 of Water Closets Occupaney'rype: Residential ❑ Commercial Industrial ❑ tl of Gas Lines Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: — #E of Stories:.__ -._ 11 of Dwelling Units: Flood Zone: (FE MA form required ) .............................................................................. ............................... I . . . . . . . . . . Property Owner: Contractor: u1r10 E Address: Address: 37101 &1 0 -Tlie1a,J y of6M0 c- s ztro V Phone: 1rmaEE: Phone: 40 -Y OState License Number: Zft, 3 ix 3 Bonding Company: Address: Architect /Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E -mail: Application is hereby made to obtain a Permit to tlo the work and installations as indicated. 1 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 WORK, PLUMBING, SiGNS, WEI..l.S,11001-9, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cic. OWNE Z $ AF - IDAVrr: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable law's regulating construction aid zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEN'r MAY RESULT IN YOUR PAYING TWiCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON mr- jOB S1 -fL" BEFORE THE FIRST INSPECTION. II= YOtl INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICi.: OF COMMENCEMENT. jigI ICE: In addition to the requirements of this permit, there may he additional restrictions applicable to this property thtu 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 1 will notify the owner of the property of tthhe� requir ents of 1, is Lien Law.. FS 713. Signature of Owner /Agent Date Signahtre of Contra • r /Agent — I ate !Tint Owner /Agent's Name 1'ri Contractor /Agent's Na is ^ __ _ ( __ S 2 d SignauareofNotiry -State of Florida Date SignatureorNolary- State�ccf7lo da Date Ow ter /Agent is Personally Known to Me or Contractor /Agrnt is Pcrsonally Known to Me or Produced ID _ Produced ID APPROVALS: ZONING:- -... —. BI DG:__ �v Special Conditions: Rev 07.07 SUSANNE ANITA JANSONS ©OJ NOTARY PUBLIC - STAT- OF FLORIDA \� COMMISSION ',#DD477401 MY COMNIiS')0I EXPIRES OCT. 2, 2009 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407 -302 -2516 - FAX # 407 - 302 -2526 f DATE: xlb-AA BUSINESS NAME / PROJECT: PERMIT #: ADDRESS: I-`f.) —11 %w4c° (AA PHONE NO.: r%7—Z / /�� FAX NO.: CONST. INSP. [ ] C / O INS.P.:[ ] REINSPECTION [) PLANS REVIEW F. A. [ ) F. S. [) HOOD �) PAINT BOOTH [ ] BURN PERMI ] TENT PERMIT ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES; S 7S-� (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit .# Square Footage Fees per Bldg / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 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. Sanfor re PreventA Division Applicant's Signature HYDRAULIC CALCULATIONS for Job Information Project Name: BATH AND BODY WORKS 1 Contract No.: City: SANFORD, FL 32771 Project Location: 200 TOWNE CENTER CIR Date: 4/29/2008 Contractor Information 0.2 Name of Contractor: SIMPLEXGRINNELL 1522 Address: 3701 N JOHN YOUNG PKWY City: ORLANDO, FL 32804 Phone Number: 407 - 235 -1100 E -mail: RFUNK @TYCOINT.COM Name of Designer: RYAN FUNK 0 Authority Having Jurisdiction: CITY OF SANFORD Design Remote Area Name 1 Remote Area Location FRONT OF SPACE Occupancy Classification Density (gpm /sq.ft) 0.2 Area of Application (sq.ft) 1522 Coverage per Sprinkler (sq.ft) 96 Number of Calcualted Sprinklers 17 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 250 Total Water Required (incl. Hose Streams) (gpm) 636.2 Pressure at Source (psi) 44.3 Type of System Wet Volume (gal) 802.4 Water Supply Information Date 04/12/2008 Location PARKING LOT Source W1 Notes 9 �7 U Eta cf)l N LO LO CID ._J U_ C:y LU M File: SPK1715.tmp Date 5/1/2008 Copyright @ 2002 -2007 Tyco Fire and Building Products Page 1 �tt-- 00 6 a� a� n� m m J J N N a d z T Q L E Q N m d i L — 2 G W— W N 0) a U 7 a` m C m CL � Cco N ui LL r U Y F a O N N LL 00 N L P CL U O O O N N f0 0 Job: BATH AND BODY WORKS Hydraulic Analysis for Design Area : 1 Calculation Info Calculation Mode: Demand Hydraulic Model Hazen- Williams Fluid Name: Water @ 60F (15.6C) Water Supply Parameters Supply 1 : W1 Flow (gpm) Pressure (psi) 0 55 919 51 Outside Hose: 0 (gpm) Required Margin of Safety: 0 (psi) Base of Riser (W1) - Pressure: 44.3 (psi) Base of Riser (W1) - Flow: 636.2 (gpm) Demand w/o System Pump(s) N/A File: SPK1715.tmp Date 5/1/2008 Copyright @ 2002 -2007 Tyco Fire and Building Products Page 3 Job: BATH AND BODY WORKS .N a d 7 N N N IL Hydraulic Analysis for Design Area : 1 i Supply -a System Demand 300 400 500 600 700 Flow, gpm Curve Intersections & Safety Margins 800 900 1000 Curve Name Intersection I Safety Margin (psi) Flow (gpm) Pressure (psi) Supply 704.2 1 52.6 8.7 File: SPK1715.tmp Date 5/1/2008 Copyright © 2002 -2007 Tyco Fire and Building Products Page 4 Job: BATH AND BODY WORKS Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K -Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open /Closed Overdischarge Density Eiev. Pres. Req. Flow gpm /psi' /z gpm sq.ft psi psi ft gpm gpm /sq.ft psi gpm W1 Supply 0 -636.2 0 44.3 0 -0.33 SUPPLY - 0 0 0 0 H1 Hose 0 250 0 44.3 0 -0.33 HOSE - 0 0 0 250 096 -A Node 0 0 0 44.3 0 -0.33 NODE - 0 0 0 0 096 -B Node 0 0 0 36.3 0 -0.33 NODE - 0 0 0 0 129 Node 0 0 0 34.1 0 4.67 INODE - 0 0 -2.2 0 130 -A Node 0 0 0 33 0 7.17 NODE - 0 0 -3.2 0 130 -B Node 0 0 0 32.6 0 7.97 NODE - 0 0 -3.6 0 133 -A Node 0 0 0 32.4 0 8.24 NODE - 0 0 -3.7 0 133 -B Node 0 0 0 31.9 0 8.77 NODE - 0 0 -3.9 0 146 Node 0 0 0 25.6 0 15 NODE - 0 0 -6.6 0 148 Node 0 0 0 25.8 0 15 NODE - 0 0 -6.6 0 150 Node 0 0 0 25.4 0 15 NODE - 0 0 -6.6 0 153 Node 0 0 0 25.3 0 15 NODE - 0 0 -6.6 0 156 Node 0 0 0 22.6 0 14.5 NODE - 0 0 -6.4 0 157 Node 0 0 0 22.5 0 15 NODE - 0 0 -6.6 0 S17 Head 5.6 26.3 96 22 11.8 10 HEAD Open 0 0.274 -4.5 19.2 S11 Head 5.6 25.3 96 20.3 11.8 10 HEAD Open 0 0.263 -4.5 19.2 S7 Head 5.6 25.7 96 21 11.8 10 HEAD Open 0 0.267 -4.5 19.2 162 Node 0 0 0 20.5 0 14.5 NODE - 0 0 -6.4 0 163 Node 0 0 0 21.1 0 15 NODE - 0 0 -6.6 0 164 Node 0 0 0 20.3 0 14.5 NODE - 0 0 -6.4 0 165 Node 0 0 0 20.3 0 15 NODE - 0 0 -6.6 0 169 Node 0 0 0 26.3 0 18 NODE - 0 0 -7.9 0 175 Node 0 0 0 21.5 0 14.5 NODE - 10 10 -6.4 10 File: SPK1715.tmp Date 5/1/2008 Copyright © 2002 -2007 Tyco Fire and Building Products Page 5 Job: BATH AND BODY WORKS Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K -Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open /Closed Overdischarge Density Elev. Pres. Req. Flow gpm /psis /2 gpm sq.ft psi psi ft gpm gpm /sq.ft psi gpm 176 Node 0 0 0 21.5 0 15 NODE - 0 0 -6.6 0 S16 Head 5.6 25.8 74 21.3 7 9 HEAD Open 0 0.349 -4 14.8 S6 Head 5.6 25.2 74 20.2 7 9 HEAD Open 0 0.34 -4 14.8 S5 Head 5.6 20.8 74 13.9 7 9 HEAD 10pen 0 0.282 -4 14.8 181 Node 0 0 0 17.2 0 14.5 NODE - 0 0 -6.4 0 182 Node 0 0 0 17.2 0 15 NODE - 0 0 -6.6 0 S15 Head 5.6 24.1 96 18.5 11.8 1Q HEAD Open 0 0.251 -4.5 19.2 S10 Head 5.6 23.3 96 17.3 11.8 10 HEAD Open 0 0.243 -4•.5 19.2 S4 Head 5.6 21.1 96 14.2 11.8 10 HEAD 10pen 0 0.22 -4.5 19.2 186 Node 0 0 0 13.5 0 14.5 NODE - 0 0 -6.4 0 187 Node 0 0 0 13.9 0 15 NODE - 0 0 -6.6 0 189 Node 0 0 0 18.8 0 14.5 NODE - 0 0 -6.4 0 190 Node 0 0 0 18.7 0 15 NODE - 0 0 -6.6 0 S14 Head 5.6 23.3 96 17.4 11.8 10 HEAD 10pen 0 0.243 -4.5 19.2 S9 Head 5.6 21.8 96 15.2 11.8 10 HEAD Open 0 0.227 -4.5 19.2 205 Node 0 0 0 12.4 0 15 NODE - 0 0 -6.6 0 S3 Head 5.6 20.7 96 13.6 11.8 10 HEAD 10pen 0 0.215 -4.5 19.2 194 Node 0 0 0 12.7 0 15 NODE - 0 0 -6.6 0 199 Node 0 0 0 15.5 0 15 NODE - 0 0 -6.6 0 197 Node 0 0 0 17.2 0 14.5 NODE - 0 0 -6.4 0 198 Node 0 0 0 17.2 0 15 NODE - 0 0 -6.6 0 200 Node 0 0 0 12.1 0 15 NODE - 0 0 -6.6 0 204 Node 0 0 0 15.8 0 15 NODE - 0 0 -6.6 0 S13 Head 5.6 22.1 96 15.6 11.8 10 HEAD I Open 0 0.23 -4.5 19.2 File: SPK1715.tmp Date 5/1/2008 Copyright © 2002 -2007 Tyco Fire and Building Products Page 6 Job name: BATH AND BODY WORKS PIPE INFORMATION Sheet number: Node 1 Elev 1 K- Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K- Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm /psis /2) (gpm) (in) (ft) (ft) (psi) (psi) S2 10 5.6 19.2 1 lx(us.Tee) =5 11.87 120 11.8 200 15 19.2 1.049 2x(us.90) =4 9 0.1202 -2.2 20.87 2.5 200 15 0 1.25 5.18 120 12.1 194 15 38.3 1.38 0 0.1138 0 5.18 0.6 194 15 0 1.5 9.87 120 12.7 187 15 59 1.61 0 0.1194 0 9.87 1.2 187 15 0 1.5 2x(us.90) =8 14.35 120 13.9 163 15 101 1.61 8 0.323 0 22.35 7.2 163 15 0 2 lx(us.Tee) =10 10.76 120 21.1 153 15 151.8 2.067 10 0.2035 0 20.76 4.2 153 15 0 4 7.83 120 25.3 150 15 151.8 4.26 0 0.006 0 7.83 0.0 150 15 0 4lx(us.Tee) =26.33 1.96 120 25.4 148 15 242.7 4.26 26.33 0.0143 0 28.29 0.4 148 15 0 4 lx(us.Tee) =26.33 15.92 120 25.8 169 18 386.2 4.26 lx(us.90) =13.17 39.5 0.0339 -1.3 55.42 1.9 169 18 0 6 2x(us.90) =35.21 248.73 120 26.3 133 -B 8.77 386.2 6.357 lx(us.Tee) =37.72 72.93 0.0048 4 321.65 1.6 133 -B 8.77 0 6 0.73 0 31.9 VALVE 133 -A 8.24 386.2 0 0 0.3981 0.2 0.73 0.3 133 -A 8.24 0 6 lx(us.90) =17.6 0.6 120 32.4 130 -B 7.97 386.2 6.357 17.6 0.0048 0.1 18.21 0.1 130 -B 7.97 0 6 0.8 0 32.6 VALVE 130 -A 7.17 386.2 0 0 0.0581 0.3 0.8 0.0 130 -A 7.17 0 6 3 120 33 129 4.67 386.2 6.357 0 0.0048 1.1 3 0.0 129 4.67 0 8 lx(us.90) =33.48 42 140 34.1 096 -B -0.33 386.2 8.55 33.48 0.0009 2.2 75.48 0.1 096 -B -0.33 0 8 1 0 36.3 BFP 096 -A -0.33 386.2 0 0 7.9525 0 1 8 096 -A -0.33 0 8 27 140 44.3 H1 -0.33 386.2 8.55 0 0.0009 0 27 0.0 © 2006 National Fire Protection Association Page 8 Node 1 Elev 1 K- Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K- Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm /psiI/2) (gpm) (in) (ft) (ft) (psi) (psi) H1 -0.33 250 8 1.32 140 44.3 W1 -0.33 636.2 8.55 , 0 0.0022 0 1.32 0 S8 10 5.6 20.5 1 3x(us.90) =6 25.86 120 13.4 199 15 20.5 1.049 6 0.1353 -2.2 31.86 4.3 199 15 0 1.25 12.74 120 15.5 182 15 42.3 1.38 0 0.1365 0 12.74 1.7 182 15 0 1.5 2x(us.90) =8 12.93 120 17.2 165 15 65.6 1.61 8 0.1452 0 20.93 3 165 15 0 1.5 lx(us.Tee) =8 11.14 120 20.3 150 15 90.8 1.61 8 0.2654 0 19.14 5.1 S3 10 5.6 20.7 1 lx(us.90) =2 5 120 13.6 205 15 20.7 1.049 2 0.138 -2.2 7 1 205 15 0 1.25 lx(us.Tee) =6 0.84 120 12.4 194 15 20.7 1.38 6 0.0363 0 6.84 0.2 S4 10 5.6 21.1 1 lx(us.90) =2 6.79 120 14.2 186 14.5 21.1 1.049 2 0.1435 -1.9 8.79 1.3 186 14.5 0 1.5 lx(us.Tee) =8 0.5 120 13.5 187 15 42 1.61 8 0.0635 -0.2 8.5 0.5 S9 10 5.6 21.8 1 lx(us.Tee) =5 7.26 120 15.2 199 15 21.8 1.049 2x(us.90) =4 9 0.1524 -2.2 16.26 2.5 S13 10 5.6 22.1 1 lx(us.Tee) =5 6.13 120 15.6 204 15 22.1 1.049 2x(us.90) =4 9 0.1563 -2.2 15.13 2.4 204 15 0 1.25 9.74 120 15.8 198 15 44 1.38 0 0.1467 0 9.74 1.4 198 15 0 1.5 9.95 120 17.2 190 15 67.3 1.61 0 0.1524 0 9.95 1.5 190 15 0 1.5 10.16 120 18.7 176 15 91.4 1.61 0 0.2686 0 10.16 2.7 176 15 0 2 8.04 120 21.5 157 15 117.2 2.067 0 0.1261 0 8.04 1 157 15 0 2lx(us.Tee) =10 6.86 120 22.5 146 15 143.5 2.067 10 0.1834 0 16.86 3.1 146 15 0 4lx(us.Tee) =26.33 6.42 120 25.6 148 15 143.5 4.26 26.33 0.0054 0 32.75 0.2 © 2006 National Fire Protection Association Page 9 Node 1 Elev 1 K- Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K- Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm /psi'h) (gpm) (in) (ft) (ft) (psi) (psi) S1 9 5.6 19.1 1 3x(us.90) =6 19.32 120 11.7 200 15 19.1 1.0497 6 0.1194 -2.6 25.32 3 S10 10 5.6 23.3 1 2x(us.90) =4 6.64 120 17.3 181 14.5 23.3 1.049 4 0.1718 -1.9 10.64 1.8 181 14.5 0 1.25 1x(us.Tee) =6 0.5 120 17.2 182 15 23.3 1.38 6 0.0452 -0.2 6.5 0.3 S14 10 5.6 23.3 1 2x(us.90) =4 6.03 120 17.4 197 14.5 23.3 1.049 4 0.1726 -1.9 10.03 1.7 197 14.5 0 1.25 lx(us.Tee) =6 0.5 120 17.2 198 15 23.3 1.38 6 0.0454 -0.2 6.5 0.3 S15 10 5.6 24.1 1 2x(us.90) =4 7.98 120 18.5 189 14.5 24.1 1.049 4 0.1832 -1.9 11.98 2.2 189 14.5 0 1.5 lx(us.Tee) =8 0.5 120 18.8 190 15 24.1 1.61 8 0.0227 -0.2 8.5 0.2 S5 9 5.6 20.8 1 lx(us.90) =2 12.76 120 13.9 186 14.5 20.8 1.049 2 0.14 -2.4 14.76 2.1 S12 9 5.6 21.8 1 3x(us.90) =6 14.86 120 15.2 204 15 21.8 1.049 6 0.1527 -2.6 20.86 3.2 S11 10 5.6 25.3 1 2x(us.90) =4 5.52 120 20.3 164 14.5 25.3 1.049 4 0.1997 -1.9 9.52 1.9 164 14.5 0 1.5lx(us.Tee) =8 0.5 120 20.3 165 15 25.3 1.61 8 0.0248 -0.2 8.5 0.2 S7 10 5.6 25.7 1 lx(us.90) =2 5.27 120 21 162 14.5 25.7 1.049 2 0.2056 -1.9 7.27 1.5 162 14.5 0 1.5 lx(us.Tee) =8 0.5 120 20.5 163 15 50.8 1.61 8 0.0906 -0.2 8.5 0.8 S17 10 5.6 26.3 1 2x(us.90) =4 7.88 120 22 156 14.5 26.3 1.049 4 0.215 -1.9 11.88 2.6 156 14.5 0 2lx(us.Tee) =10 0.5 120 22.6 157 15 26.3 2.067 10 0.0079 -0.2 10.5 0.1 S6 9 5.6 25.2 1 lx(us.90) =2 11.49 120 20.2 162 14.5 25.2 1.049 2 0.1988 -2.4 13.49 2.7 S16 9 5.6 25.8 1 2x(us.90) =4 8.48 120 21.3 175 14.5 25.8 1.049 4 0.2081 -2.4 12.48 2.6 © 2006 National Fire Protection Association Page 10 Node 1 Elev 1 K- Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K- Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gPm /Psi' /z) WPM) (in) Vt) (ft) (Psi) (Psi) 175 14.5 0 1.5 1x(us.Tee) =8 0.5 120 21.5 176 15 25.8 1.61 8 0.0258 -0.2 8.5 0.2 © 2006 National Fire Protection Association Page 11 a W L U) N N N L U) n. L U) V) L Q. SUPPLY: W1 (W1) - Pressure vs. Flow Function Flow (gpm) 024 (AMES 400, Size = 8) - Pressure Loss Function O O O O O O O O O O O O O O O O O N N r.1 Flow (gpm) File: SPK1715.tmp Date 5/1/2008 Copyright © 2002 -2007 Tyco Fire and Building Products Page 12 034 (Butterfly 8000, Size = 6) - Pressure Loss Function 4 2 U I Q N L W L n 0.5 0.25 O.I25 0 0 0 0 0 N O O O O O O O O O O O N N M M ? ? Flow (gpm) 035 (CV -1 FR Check, Size = 6) - Pressure Loss Function 4 a 2 v L Ln V) P L CL 0.5 -6 0 0 0 0 0 0 N V V' 00 O Flow (gpm) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N M 'T ✓1 � 00 O V1 O _ N N File: SPK1715.tmp Date 5/1/2008 Copyright© 2002 -2007 Tyco Fire and Building Products Page 13