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Home My WebLink About220 Towne Center Cir 95-1902;(a) INTERIOR REMODELZONE DATE CONTRACTOR cKy-s+, ADDRESS-PO PHONE # w i LOCATION OWNER ADDRESS PHONE # PLUMBING CONTRACTOR& . ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (_) FINISHED FLOOR ELEVATION REQUIREMENTS (__) PERMIT # io6a \ mo COST $ l ` FEE $CQ STATE NO. c%3e-o 3Qo-I FEE $ 3,s--, FEE $ 'L FEE $ SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEES$ ENERGY SECT. EPI: 11i 14 n P 4 tYYA-IC . %I-P SD CERTIFICATE OF OCCUPANCY ARCH I i ECTURAL APPROVAL DATE: ISSUED # `) d / DATE: FINAL DATE CITY OF SANFORD, FLORIDA CITY WATER AVAILABLE APPLICATION FOR BUILDING PERMIT CITY SEWER AVAILABLE YES NO YES NO PERMIT ADDRESS 7 l( C T tMpls T/ j.1D ,y ,,-L_PERMIT NUMBER J "® Total Contract Price of Job 0 Total Sq. Ft. Describe Work n15-9A-..LT 1vK Type of Construction Number of Stories t Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER ADDRESS 2 D CITY -7- Flood Prone (YES) (NO) Number of Dwellings Zoning Commercial , Industrial please attach printout from Seminole County) TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BOC7DING COMPANY jt•l '`° ADDRESS PHONE NUMBER 310)37-,6.( oo STATE 0A4 , ZIP CfD15DI STATE ZIP CITY STATE ARCHITECT Q 1 &t't V'V ADDRESS t `"j 44 ftueytW . CITYv STATE ZIP ZIP MORTGAGE LENDER ADDRESS CITY STATE ZIP CONTRACTOR ehS (1S \fe C iJ(1 r c- PHONE NUMBER PADDRESS T10 e2nx F-1 ST. LICENSE NUMBER CITY QPPI,t b't STATE , ZIP 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. 0 4J U b 0 4 a a O I C a 3 0 r. o ro G 4 o ro m J ii 0 N Z w E 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. m 0 d HY rr I c ct11 r Qf Fl 1T o Y ignatur_ e of Z* n r/ ent & Date Si ature of Contractor & Date ° Ham{ s sh- -/9< pe or Print Owner/Agent Name Ty r Print Co tra tor's Name 0: n Signature of Notary & Date Sign ture` otary & Date Of r+ OMAM4 r L r . f ; z ;' 3 r e ' 9 ; a`f A F OF FLORIDA cC} ° Ct4llblt ; 4, „ F tCtN 3 CC132860LOS roIF0 AA1 Carom. 1 i 6,1999 ,. 1 3 14, i 9 5 0 Application Approved BY: Date: Q FEES: Building ' Radon IZ-1, Police Fire .(,r3_ ° a H Open Space , { Road Im act h1. (fir Application d PERMIT VALIDATION: CHECK CASH DATE qJ BY 0 Gti ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE Component Performance Method for Commercial Buildings Form 40OB-94 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1A PROJECT NAME_KAY JEWELERS, ADDRESS: _SEMINEE T:C., SE Ol, FL OWNER: _ST RLING CORP. AGENT: PERMITTING OFFICE: Seminole CLIMATE ZONE: _4. PERMIT N0: -t JURISDICTION NO- / .Oc) BUILDING TYPE: Mercantile (Retail) CONSTRUCTION CONDITION: Existing Building DESIGN COMPLETION: _Renovation CONDITIONED FLOOR AREA: 1323 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 5 COMPLIANCE CALCULATION: NUMBER OF ZONES: 2 METHOD B DESIGN CRITERIA RESULT ENVELOPE PERFORMANCE 0.00 0.00 PASSES PASSESOTHERENVELOPEREQUIREMENTS LIGHTING INTERIOR LIGHTING 6665.00 8140.81 PASSES LIGHTING CONTROL REQUIREMENTS SES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 9.00 8.90 PASSES IPLV 10.00 8.30 PASSES HEATING EQUIPMENT N/A00 AIR DISTRIBUTION SYSTEM INSULATION 1. With Insulated Roof LEVEL 7.20 6.00 PASSES 2. --S 0.00 6.00 PASSES WATER HEATING EQUIPMENT 1. EF 1.00 0.92 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 0.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Effici nc de, PREPARED Y :f® DATE: .2 OMIA.110- I hereby certify that this building is in compliance wit the -lorida Energy Efficiency Code.01 OWNER/AGENT: G DATE: Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F r0,140 11 V BUILDI G OFeFICIAL: DATE: -L i .ry ry V®I*= 'V, o # Aft-00 M84 0 l M;0, 0090R_ 60 D I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code, SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT : Richard R. Jencen Assoc a+ = 2850 Fug I i d Av .n ie, C I evea and, OH 441 15 MECHANICAL: SAME AS ABOVE PLUMBING SAME AS ABOVE ELECTRICAL: SAME AS ABOVE LIGHTING SAME AS ABOVE Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 406.------INFILTRATION Infiltration Criteria in 406.1.ABC.1 have been met. 407.------COOLING SYSTEMS -------------------------------- Type No Efficiency IPLV 1. Air Cooled ( >= 65,000 Btu/h 1 9 10 408.------HEATING SYSTEMS -------------------------------- Type No Efficiency 1. Electric Resistance 409.------VENTILATION— 1 Ventilation Criteria in 409.1.ABC.1 have been met. 410.-----AIR DISTRIBUTION SYSTEM ---------------------- AHU Type Duct Location 1, Packaged Variable Air Volume 411.-----PUMPS AND PIPING —ZONE 1 Type 1. Non —Circulating 411.-----PUMPS AND PIPING —ZONE Type 1 With Insulated Roof CHECK' Tons 5.47 BTU/hr 340001 CHECK' I R—valued R—value/in Diameter Thickness 0 .75 R—value/in Diameter Thickness 412.-----WATER HEATING SYSTEMS —ZONE 1 ----------------------- Type Efficiency StandbyLoss InputRate 1. <=12 kW 1 0 100 412.-----WATER HEATING SYSTEMS —ZONE 2 ----------------------- Type Efficiency StandbyLoss InputRate 413.-----ELECTRICAL POWER DISTRIBUTION Metering criteria in 413.1.ABC.1 have been met. Transformer criteria in 413.1.ABC.2 have been met. 414.-----MOTORS --------------------------------------- Motor efficiencies in 414.1.ABC.1 have been met. 415.-----LIGHTING SYSTEMS —ZONE 1 --------------------- Space Type No Control Type 1 No Control Type 2 No Type A(Jew 1 On/Off 9 On/Off 5 Total Watts for Zone Total Area for Zone 415.-----LIGHTING SYSTEMS —ZONE 2 --------------------- Space Type No Control Type 1 No Control Type 2 No Gallons 61 Gallons CHECK; I I Watts Areo(Sgft)l. 6665 132311 1 = 666511 = 13231 Watts Area(Sgfts Total Watts for Zone .2 = 01 Total Area for Zone 2 = 01 Total Watts = 66651 Total Area = 13231 CHECK Lighting criteria in 415.1.ABC have been met. I I I-----1 16. HVAC load sizing has been performed. (407.1.ABC.1) i 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 18. Testing and balancing will be performed. (410.1.ABC.4) I ' I 1q_ n.nprntinn/maintenance manual Will he provided to owner.(102.1)I ems.^- y'^•S "^'-x^^^- awaa---s; •-r r-.rr.r.v u::.c ir e:.v 7svt wmaJLLwY. 4A[a u:.irinuuiui.•ri.::eu.y BUILDING INFORMATION COMPLIANCE i ruFrk ' 401, GLAZING ZONE 1------------------------------------------------ Elevation Type U SC VLT Shading Area(Sgft) Adjacent Commercial 0 1 0 None 0 Total Glass Area in Zone 1 = 0, 401.------GLAZING--ZONE 2--------------------------------------- v— Elevation Type U SC VLT Shading Area(Sgft)' N/A NONE 1 0 Total Glass Area in Zone 2 = 01TotalGlassArea = 01--- ' 402,------WALLS--ZONE Elevation Type 1------------------------------------------------I Gross(Sgft)IUAddedR Adjacent Metal Curtain Wall; With Air Spa 0.230 10 13231TotalWallAreainZone1 =---13231--- 402.------WALLS--ZONE Elevation Type 2----------------------------------- Gross(Sgft)lUAddedR N/A NONE 01 Total Wall Area in Zone 2 = 01 Total Gross Wall Area = 13231--- 403.------DOORS--ZONE Elevation Type 1------------------------------------------------IArea(Sgft)iU North No doors 0,00 0 Total Door Area in Zone 1 = 01--- 403.------DOORS--ZONE 2------------------------------------------------ Area(Sgft)' UElevationType N/A NONE 01 Total Door Area in Zone 2 = 01 Total Door Area = 01--- 404.------ROOFS--ZONE Type 1 ------------------------------------------------ I Area(Sgft)IColorUAddedR Steel Sheet with 1" Insulation Light 0.213 10 13231 Total Roof Area in Zone 1 = 13231--- 404.----------ROOFS--ZONE Type 2----------------------------------------- IArea(Sgft)IColorUAddedR NONE 01 Total Roof Area in Zone 2.= 01 Total Roof Area = 13231--- 405,------FLOORS—ZONE 1------------------------------------------------ Area(Sgft) ' TypeR Floor over Conditioned Space/Uninsulated 10 13231 Total Floor Area in Zone 1 = 13231--- 405.------FLOORS—ZONE 2------------------------------------------------ Area(Sgft) I RType I NONE 01 Total Floor Area in Zone 2 = 01 Total Floor Area = 1323, I CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE June 1,1995 Kay Jewelers Express Permits 1327 Post Ave Suite H Torrance, CA. 90501 RE: Kay Jewelers 220 Seminole Towne Circle Sanford, Fl. During the plans review that I performed on the plans for the above store the following violations were found. 1) Master disconnect required 2) Return air fire damper of 16 Sq.Ft. required in demising walls. 3) Drain piping to be cast iron. The plans are approved with the above notes. Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst r i 8P101I#p CITY OF SANFORD 9/12/95 Land Master Selection By Street Address 14:27:24 Tvpe options. press Enter. 1=Select 5=View detail Opt Street address Owner, 214 TOWNE CENTER CRXL/8T. _O 8)22k ,'+254 3 FRIEDMANS JEWELERS 215 TOWNE CENTER CR SEMINOLE TOWNE CENTE 217 TOWNE CENTER CR$z/87.5`6 7/'3+i9 -a 252Fs AFTER THOUGHTS 219 TOWNE CENTER CR$32.s 7/7/ys t 2418, EVERYTHING BUT WATER V 220 TOWNE CENTER CR9-/87.s6 24S7 K-,,JEWLER-S i 222- TOWNE CENTER CR9487.sa s/l,19str 2Sss-9 AND COMPANY 223 TOWNE CENTER CRiesw6 S/_:;o%gSIt- 2339 RUBY TUESDAYS 224 TOWNE CENTER CRtau,So 5/3ji9sa 23,I0 BENTLY LUGGAGE 225 TOWNE CENTER CR 226 TOWNE CENTER CR6796.25 246% FOOTLOCKER 228 TOWNE CENTER CRISg7S 7/zi/95 r 25t)9 BROOKSTONE 229 TOWNE CENTER CR$&So $/9/%Stt_.9-55o SWEET FACTORY A 231 TOWNE CENTER CRi0T, To -6/5/gssc2sq-1 5-7-9 232 TOWNE CENTER CR NONO DUE SUNGLASS HUT 234 TOWNE CENTER CR4&9;o g4s/1sft 2521 SEMINOLE- TOWNE CENTE 6*'f'q> rt[R_ CoovcrG+ F3=Exit F12=Cancel 07-04 SA MW KS IM II S1 AO KB BP101IO2 CITY OF SANFORD Land Master, Selection By Street Address Type options, press Enter. 1=Select 5=View detail Opt Street address 235 TOWNE 236 TOWNE 238 TOWNE 239 TOWNE r 240 TOWNE 242 TOWNE 243 TOWNE 244 TOWNE 245 TOWNE 2.46 TOWNE 247 TOWNE 248 TOWNE 249 TOWNE 250 TOWNE w 251 TOWNE F3=Exit F12=Cancel 9/ 1 2/95 14:27:52 Owner CENTER CR81131.So LIMITED TOO CENTER CR413oc THE GREAT STEAK & PO CENTER CR1 jgi,2,S-o •7/W/45*f25o7 SARKU/JAPAN CENTER CR LIMITED EXPRESS CENTER CRgg7S 2s4G FLAMERS CHARBOILED H CENTER CRC/787,1&-o NATURES TABLE CENTER CRXZ27s 6/9/9s r Z3117 EXPRESS BATH/BODY CENTER CRX(GV 7/zsJ9Sa* 2--1q CAJUN CAFE CENTER CR SEMTb.ini 9: 1QW lr ac.T e crr-c r. CENTER CRC 32S '1/(-145# 2485 DIAMOND.- J IM' S CENTER CR CENTER CRIlZcO 8t3119s Jt Z97-3 SBARRO CENTER C R /10nrE nu4 6EMINOtE1 i37o 4+ti CENTER CRC/46a.So PANDA EXPRESS CENTER CR S + 07-04 SA MW KS IM II S1 AO KB FROM THE CITY BUILDING OFFICIAL September 12, 1995 TO:. All Concerned Departments FROM: Gary Winn, Building Officials SUBJECT: Issuance of Certificate of Occupancy for the Build Out of Interior of Mall and Interior Local Stores The undersigned have agreed to approve the issuance of the Certificate of Occupancy for all interior local stores and the Mall area itself. Engineering Zoning Public Work Utilities GW/ar ie. n oJ- 'Q S o, CNCch ow i Z& 0971' 70-1 u k tit-3'a`, , fw w ,y, v c kfix§ y{ a WON vy REM- z OW sty; 1F41j# 9 Pr 5 °r crtt,`,fa`.-"-"„ Y`"-•-.ts._.' _.e.. ..._-......._.. - ---,., ,t.,,t c"s x:x .1. * ."z 9 ass , tp.+_.......:1p.... f _.... ay r 4 x'.,,E -u yp s" a zfr` vp 51 T [7A C4.PR T%C,I+7tI s't C?;: f . v.,a€ f i cRi tJSt''t xlATC fi T it W}S ' CTAJI1;,i33[( h"x41 H tt.B 'r, yy p r y 'p { cfi, rd .aTAIID1 f.RD I ROTC Li: Q .,. Pia-) t r J1LtN t 1Ahi` #FS RE' NOW `i' H AfTT DIS1 3 G 1 S r'> t `E BfTi: DES` Ei e.,L IJ t {: lti."i1 KINHAVE' BEEN'a ACC + "P ti C E,t.+R Si 2 A ST iCr" i l CtNG SPA, T, (RCi C' Tt SiFSik'i `'A THt,' )1 c"T 50 1 3C A ? NS n i7 KN y i t , i `pfi t. d+. M, i 1 1-A [ a..,r"s._ 1. 1`t\.Y tNC ut'Yan e'vyi . # s .,'TerOning i 7s;'„.,.,Y'9kr.•/ ak i..i..}3 A..-.Ld S=.y ,t74.>bi ,YG i. 3N, i4 h au4Wf rOWT i' 14 ydz " b aDNA r" t yy s is LINGG I5 C,' lot w„ qy+' x, #, JUDGE p y > s i rJ.' I i%. „'' K J.` tea' a x .0 ti n Y a k-af. 3xLw*"u s 3 a tA,t-y i i>: t?xe3v s fi a$ . has a ( u Lr, y'+ k, 1x- 1 r ? OR p ME — OWN aia a } s"kra k i si3:1•? 3,its.,k.„vrs z,..vw_:b.s. rsr.:.... 4.s ... 's...m..." ..,.5 b.-.,.., _, . ...... .. .. .. . .. ... v. ....>.a .. , . .. ,. ,...a ,. 6 ..:x:a.....,'"i.,, e.,?er,-cKaS'; ,e u4 NxP CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE Seminole Towne Center Sanford, Fl RE: K Ay 'Q LADJ e i46 On qqYan inspection was performed of the C aN Jew- e The City of Sanford does.her by grant , for the pu pose a -I-7t i r !9 Nd T P A l /U //V ,!:— V2u przSn /v/V eel Robert Casper rb Building Inspector rc/ar CITY OF SAT00RD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT NUMBER DATE 5 PERMIT ADDRESS 220 TOWNE CENTER CIRCLE SPACE J10 Total Contract Price of Job: Describe work: INSTALLATION Type of Construction: AUT Change of Use From: Number of Stories: Occupancy: Residential 1950.00 Total Sq. Ft. MATIC FIRE SPRINKLERS TIC FIRE SPRINKLERS Flood Prone Change of Use To: Number of Dwellings: Commercial X Industrial. YES) (NO) Zoning: LEGAL DESCRIPTION: (please attach printout from Seminole County) TAX I.D. NUMBER: PARCEL 29-19-20-5LW-01-00-0000 OWNER SIMON PHONE NUMBER: ADDRESS PO BOX 7033 CITY INDIANAPOLIS STATE IN ZIP 46207 CONTRACTOR ` WAYNE AUTOMATIC FIRE SPRINKLERS, INC. PHONE NUMBER: 407-999 656-3030 ADDRESS 222 CAPITOL COURT CITY OCOEE STATE FL ZIP 34761 LICENSE NO. 027668000181 ARCHITECT ADDRESS _ CITY STATE ZIP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, REMOVAL OR THE RELOCATION OF TREES AND ADVERTISING SIGNS. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPEC'S COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. 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. If applicable, check with your homeowner's association prior to applying for a permit. The named Contractor/Owner Builder to whom the permit is issued shall have the responsibility for supervision, direction, management, and control of the construction activities on the project for which the building permit was issued. SIGNATURE OF CONTRACTOR SIGNATURE OF OWNER JUNE 30, 1995 DATE APPLICATION APPROVEDBY: FEES: Building '5 00 Radon Police Open Space Road Impact DATE DATE: 711,01lr Fire Application 1 , O Other I% PERMIT VALIDATION: CHECK CASH DATE / r ,, BY THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00. ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) REV 4/27/93 CITY OF SANFORD FI.RE.DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: % /g Jr ,5 PERMIT #: 'c7 BUSINESS NAME: ADDRESS: o2C` /, e.•1< G. PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM d AMOUNT $ S 0 COMMENTS: /h 5%9I S Jn/ems-SyS%•t . j-/d G asn-e- ---- Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. v 1 Sanford ire Prevention 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 Sanf rd, lorida. plic is S ature KAY JEWELERS Drawing Date:7/13/95 HYDRAULIC DESIGN I14FORMATION SHEET Job Name: KAY JEWELERS Location:_ 220 TOWNE CENTER CIRCLE SANFORD FL 7/14/95 8: 8 k Drawing Date: 7/13/95. Remote Area Number: 1. Contractor: WEEKES CONST. Telephone:829-8210 237 RHETT'ST. P.O. BOX 17977 GREENVILLE SC Designer: LOUIS P. Calculated By:SprinkCALC CSC Systems& Design Construction: SRINKLER SYSTEM Reviewing Authorities:SANFORD SYSTEM DESIGN Occupancy:ORD. HAZ. 2 Code:NFPA 13 Hazard:ORD.HAZ. 2 System Type:WET Area of Sprinkler Operation 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.20 1 Make -:CENTRAL Model:H Area per Sprinkler 130 sq ftl .Size:-1/2" K-Factor: 5.60 Hose Allowance Inside 250 gpin j Temperature Rating:165 Hose Allowance Outside 0 gpm CALCULATION SUMMARY gpm Required: 587.9 psi Required: 57.-9 @ WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 6-7-95 Rated-- Capacity 0 gpm Capacity 0 gpm Static Pressure 71._0 psi Rated Pressure 0.-0 psi Elevation 0 Residual Pres 52.0 psi Elevation 0 At a Flow of 1340 gpm Make.: Well Elevation 0" Model: Proof Flow 0 gpm location: ource of Information: SYSTEM VOLUME 44 Gallons Notes: KAY JEWELERS Drawing Date:7/13/95 HYDRAULIC CALCULATION:DETAILS 7/14/95 8: 8 HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 333 49.8 psi 1 Pipe 4" 10 73' 120 4.260 333 1.9 1 Pipe..6" 10 76' 120 6.357 333 0.3 1 4 x 4 x 6" Grvd Tee **No Takeout** 20' 120 4.000 333 0.7 2 6" Grvd 90 Ell 14' 120 6.000 333 0.1 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 333 0.3 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 333 0.4 Fixed Flow INSIDE HOSE 250 gpm Fixed Flow BACKFLOW 5 gpm Elevation Change 10'0" 4.3 Total Loss for 8.1 psi Required at 588 57.9 psi Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 588 gpm 66.9 psi SAFETY PRESSURE 9.O psi Available Pressure of 66.9 psi Exceeds Required Pressure of_57.9 psi This is a safety margin of 9.0 psi or 16 % of Supply Maximum Water Velocity is 19.8 fps ip KAY JEWELERS Drawing Date:7/13/95 7/14/95 8: 8 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)'1.85 / ID-4.87 Pe Pressure, due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q-2/ID-4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. Calculations conform to NFPA 13 edition. Velocity Pressures are considered on branch lines and cross mains KAY JEWELERS Drawing Date:7/13/95 7/14/95 8: 8 C REMOTE AREA ##1 PAGE 1 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV + ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO 25 (SUPPLY - DRAWING REF. "W") HEAD 4 21.5 1" 0 0 1210" 8.1 fps 28.7 28.7 28.7 33 0.62 gpm/sq ft 1.049" 0 0 0" 0.149 1.8 0.0 13.9 33 K = 5.60 21.5 120 40 0 1210" 0" 0.0 28.7 14.8 0 HEAD 3 21.6 1" 0 0 8'0" 16.1 fps 30.5 30.5 28.8 33 0.30 gpm/sq ft 1.049" 0 0 0" 0.538 4.3 1.7 14.0 33 K = 5.60 43.1 120 40 0 8'0" 0" 0.0 28.8 14.8 0 HEAD 2 23.2 1-1/4" 0 0 2'2" 14.4 fps 34.8 34.8 33.5 33 0.36 gpm/sq ft 1.380" 0 0 0" 0.314 0.7 1.4 16.2 33 K = 5..60 66.3 120 40 0 212" 011. 0.0 33.5 17.2 0 HEAD 1 23.5 1-1/2" 0 0 11" 14.3 fps 35.5 35.5 34.1 33 0.56 gpm/sq ft 1.610" 1 0 810" 0-2-60 2.3 1.3 16.6 33 K = 5.60 89.8 120 40 0 8111" 0" 0.0 34.1 17.6 0 REF 16 2-1/2" 0 0 6110" 5.3 fps 37.8 2.635" 0 0 0" 0.024 0.2 89.8 120 10 0 6110" 0" 0.0 REF 17 65.8 2-1/2" 0 0 8_'0" 9.2 fps 38.0 38.0 PATH 2 2.635" 0 0 0" 0.065 0.5 0.6 K =10.75 155.5 120 10 0 810" 0" 0.0 37.4 REF 1.8 43.8 2-1/2" 0 0 2'1" 11.8 fps 38.5 38.5 PATH 3 2.635" 1 0 1210" 0.103 1.5 0.9 K = 7.15 199.4 120 10 0 1411" 0" 0.0 37.6 REF 19- 133.5 2-1/2" 3 0 9'4" 19.8 fps 39.9 39.9 PATH 4 2.635" 1 0 3010" 0.266 10.5 0.0 K =21.13 332.9 120 10 0 3914" 219" 1.2 39.9 REF 24 4" 0 0 2217" 7.6 fps 49.2 4.260" 0 0 0" 0.026 0.6 332.9 120 10 0 2217" 0" 0.0 REF 25 332.9 gpm PATH 1 K = 47.17 49.8 psi KHY JEWELERS Drawing Date:7/13/95 7/14/95 W-1 REMOTE AREA #1 1 PAGE 2 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO 17 HEAD 6 21.6 1" 0 0 610" 8.1 fps 28.9 28.9 28.9 -33 0.20 gpm/sq ft 1.049" 0 0 0" 0.150 0.9 0.0 14.0 33 K = 5.60 21.6 120 40 0 610" 0" 0.0 28..9 14.9 0 HEAD 5 21.3 1" 0 0 9'2" 16.1 fps 29.8 29.8 28.1 -33 0.39 gpm/sq ft 1.049" 0 0 0" 0.534 4.9 1.7 13.7 33 K = 5.60 42.9 120 40 0 912" 0" 0.0 28.1 14.5 0 REF 23 22.8 1-1/4" 0 0 218" 14.2 fps 34.7 34.7 PATH 7 1.380" 1 0 610" 0.309 2.7 1.3 K = 3.95 65.8 120 40 0 818" 0" 0.0 33.4 REF 17' 65.8 gpm PATH 2 K = 10.75 37.4 psi PATH 3 FROM HYDRAULIC REFERENCE 9 TO 18 HEAD 9 21.9 1" 0 0 12'0" 8.2 fps 29.7 29.7 29.7 33 0.23 gpm/sq ft 1.049" 0 0 0" 0.154 1.8 0.0 14.4 33 K = 5.60 21.9 120 40 0 12101' 0" 0.0 29.7 15.3 0 HEAD 8 21.9 1" 0 0 519" 16.4 fps 31.6 31.6 29.8 33 0.23 gpm-/sq ft 1.049" 1 0 510" 0.555 6.0 1.8 14.5 33 i K = 5.60 43.8 120 40 0 1019" 0" 0.0 29.8 15.3 0 6 REF 18 43.8 gpm PATH 3 K = 7.15 37.6 psi PATH 4 FROM HYDRAULIC REFERENCE 11 TO 19 HEAD 11 22.2 1" 0 0 1210" 8.3 fps 30.6 30.6 30.6 33 0.23 gpm/sq ft 1.049" 0 0 0" 0.158 1.9 0.0 14.9 33 K = 5.60 22.2 120 40 0 1210" 0" 0.0 30.6 15.7 0 HEAD 10 22.2 1" 0 0 5'9" 16.7 fps 32.5 32.5 30.7 33 0.23 gpm/sq ft 1.049" 1 0 510" 0.570 6.2 1.8 14.9 33 K = 5.60 44.5 120 40 0 10'9" 0" 0.0 30.7 15.8 0 CONTINUED 39.1 psi xtiac r:wrLr;xS Drawing Date:7/13/95 7/14/95 8: 8 REMOTE AREA ##1 PAGE 3 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 11 TO 19 CONTINUED REF 20 89.0 2-1/2" 0 0 5'11" 7.9 fps 39.1 39.1 PATH 5 2.635" 1 0 1210" 0.049 0.9 0.4 K =14.25 133.5 120 10 0 17'll" 0" 0.0 38.6 REF 19 133.5 gpm PATH 4 K = 21.13 39.9 psi PATH 5 FROM HYDRAULIC REFERENCE 13 TO 20 HEAD 13 22.2 1" 0 0 1210" 8.3 fps 30.6 30.6 30.6 33 0.23 gpm/sq ft 1.049" 0 0 0" 0.158 1.9 0.0 14.9 33 K = 5.60 22.2 120 40 0 1210" 0" 0.0 30.6 15.8 0 HEAD 12 22.3 1" 0 0 519" 1.6.7 fps 32.5 32.5 30.7 33 0.23 gpm/sq ft 1.049" 1 0 510" 0.571 6.2 1.8 14.9 33 K = 5.60 44.5 120 40 0 1019" 0" 0.0 30.7 15.8 0 REF 21 44.6 2-1/2" 0 0 810" 5.3 fps 38.9 38.9 i PATH 6 2.635" 0 0 0" 0.023 0.2 0.2 K = 7.15 89.0 i 120 10 0 810" 0" 0.0 38.7 REF 20 89.0 4 gpm PATH 5 K = 14.25 39.1 psi PATH 6 FROM HYDRAULIC REFERENCE 15 TO 21 HEAD 15 22.3 1" 0 0 1210" 8.3 fps 30:7 30.7 30.7 33 0.23 gpm/sq ft 1.049" 0 0 0" 0.159 1.9 0.0 14.9 33 K = 5.60 22.3 12-0 4-0 0 12'0" 0" 0.0 30.7 15.8 0 HEAD 14 22.3 1" 0 0 5'9" 16.7 fps 32.6 32.6 30.8 33 0.23 gpm/sq ft 1.049" 1 0 510" 0.573 6.2 1.8 15.0 33 K = 5.60 44.6 120 40 0 1019" 0" 0.0 30.8 15.8 0 REF 22 2-1/2" 0 0 810" 2.6 fps 38.8 2.635" 0 0 0" 0.006 0.1 44.6 A 120 10 0 810" 0" 0.0 REF 21 44.6 gpm PATH 6 K = 7.15 38.9 psi BIA-Y JEWELERS Drawing Date:7/13/95 7/14/95 8: 8 REMOTE AREA #1 PAGE 4 FLOW OF LENGTH PRESSURE- BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY- Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 7 TO 23 HEAD 7 22.8 1" 0 0 1'4" 8.6 fps 32.3 32.3 32.3 33 0.39 gpm/sq ft 1.049" 1 0 510" 0.166 1.1 0.0 15.7 33 K = 5.60 22.8 120 40 0 614" 0" 0.0 32.3 16.6 0 REF 23 22.8 gpm PATH 7 K = 3.95 33.4 psi REQUIRED PSI:57.9 TOTAL FLOW(OPM):588 KAY JEWELERS AREA #1 140 1 AT 120 100 80 C 60 20 i. 7 I L Z- Z- :- vv .D i 0 Z+,Dv -l-) 5 600 675 750 FLOW (GPM) CITY OF SANFORD, FLORIDA 0l PERMIT NO. !f DATE j THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT:. OWNER' S NAME \l CLt4 eW(f) K c" ue w-e P..'-' ADDRESS OF JOB i ))e- Tb C ° MECHANICAL CONTR. -1 C RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. I NATURE OF WORK CITY OF SAMPUDIU, rLOEtB®A - J- PERMIT NO DATE - d THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TOINSTALL THE FOL- 6 LOWING PLUMBING WORK: I OWNER' S NAME Inc l l ADDRESS OF JOB D !' 4ieed PLUMBING CONTR. C u1C Res. _ Comm. Subject to rules and regulations of Sanford plumbing code. Residential: I Number Amounf I Alteration, Addition, Repair I I New Residential: i One Water Closet Additional Water Closet I Commercial: Fixtures. Floor Drain, Trap I Sewerr — Water Piping Gas Piping Factory - built housing Mobile Home Application Fee Minimum Commercial Permit: $25. oo TotalE I Plumber COMPETENCY CARD NO. CITY OF SANFORD. FLORIDA PERMIT NO. r _1 r r v DATE 6° THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME, ADDRESS OF JOB Z ZD To w,N C NTH ° ELEC. CONTR. 47 -TZ 4G4'4-7. Residential Non-residential Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair 6 Chan e of Service Residential Commercial s Mobile Home Factory Built Housingi New Residential 0-100 Amp Service 101-200 Am Service 201 AmP and above j New Commercial- j0 Amp Service 30 lkvy - if o Hpplicarion ree Li i 4 s TOTAL J By signing this application I am stating 1 will be in compliance with the NEC including Article 110. Section 110-9 and 110-10 I 7-- 4 Building Official Me:tec Electrician C:K 00 t/7.3 G STATE COMPETENCY NO. qs-110Z- s CITY OF SANFORD EIRE:DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 n DATE: 3Q PERMIT #: L9 BUSINESS ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM 0 AMOUNT O 7 COMMENTS: Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. S nford Fire Prevention 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 Sanfor , Florida. A plicants Signature