Loading...
HomeMy WebLinkAbout113 Towne Center Cir - BC95-001876 (1995) (DESIGN) (INTERIOR REMODEL) DOCUMENTSLG SUBDIVISION: ZONE c DATE PERMIT # ' / LOT NO. CONTRACTOR JOB . 1- BLOCK: ADDRESS n —6-1L •&eiL,, PHONE # Cf COST $ , (QUO SECTION: P/ C,% SQUARE FEET: LOCATION r/Gc_/%L OIL rr)) alC FEE $ MODEL: d OWNER STATE NO. OCCUPANCY CLASS: ADDRESS PHONE # "' I - 73 Ci`(of PLUMBING CONTRACTOR CONTRACTOR /- h i FEE $ ADDRESS PHONE # II a ELECTRICAL CONTRACTOR f ' J e% YC'/ FEE $Zt'fA ADDRESS PHONE # ADMECHANICALCONTRACTOR N 1 FEE $ ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS () ARCHITECTURAL APPROVAL DATE: INSPECTIONS ITYPEDATEOKREJECTBY FEE ENERGY SECT. J EPI: c-1-5- I 7 1d6y,q-c a IonncthC CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE W M I BP101IO2 CITY OF SANFORD Land Master Selection By Street Address Type options. press Enter. 1=Select 5=View detail Opt Street address 10 TOWNE 20 TOWNE 40 TOWNE 50 TOWNE 100 TOWNE 100 200 TOWNE 101 TOWNE 102 TOWNE 103 TOWNE 104 TOWNE 105 TOWNE 107 TOWNE 108 TOWNE 109 TOWNE 110 TOWNE 9/12/9€ 14:21:02 Owner CENTER CR CENTER CR CENTER CR CENTER CR g CENTER CR GIRTS CENTER CR CENTER CR GALA ROOM F-15 CENTER CR HOME FURNISHINGS CENTER CR CENTER CR A&"TTAlQI W—TE)WNE ry+-lff CENTER CENTER CR CRtI(37.SO 7lt0/454 2Saro MALT DISPLAY BOXES CAMELOT CENTER CR*4187,50 8/Qrigs ;t549 BRIAR PATCH CENTER CR NONE Due WIND DANGER CENTER CRC787.'so 7/s/95#a 248,3 REGIS HAIRSTYLING + F3=Exit F12=Cance) 07-04 SA MW KS IM II BP101IO2 CITY OF SANFORD Land Master Selection By Street Address Type options. press Enter. 1=Select 5=View detail Opt Street address 111 TOWNE 112 TOWNE 113 TOWNE 114 TOWNE 117 TOWNE 120 TOWNE 122 TOWNE 123 TOWNE 126 TOWNE 127 TOWNE 128 TOWNE 129 TOWNE 130 TOWNE 132 TOWNE 135 TOWNE F3=Exit F12=Cancel 07-04 SA MW S 1 AO KB 9/ 12/95 14:23:32 Own er%. CENTER CR WAR ROOM F-11 CENTER CR NONE DUE CANDLEMAN CENTER CRXii37,Sb DESIGNS LEVY CENTER CRX&s-o '711V9Str 2503 ZALES JEWELERS CENTER CR 9 5o '7/25/9s 252o ANN TAYLOR CENTER CR r325 '7/1y/95-tt2g97 9 SACINO' S FORM. CENTER CR0'/62,so THE BODY SHOP CENTER CR CENTER CRg4/87so fo/3o/9str2y7S BE BE CENTER CR-/1oo s/.13/yr m.7-3;Y4 STRUCTURE DEPT STORE CENTER CR 9.EMiNr E49WiE eE1 CENTER CR CENTER CR04?7,so -7/3//95-*2529 CHACHE CENTER CR$//37.s6 s122/95+x-2993 DISNEY STORE CENTER CR$/950 s sau 233i LIMITED CACIQUE KS IM II S1 AO KB FROM THE CITY BUILDING OFFICIAL September 12, 1995 TO: All Concerned Depar+'-Pr 4 7 FROM: Gary Winn, Building Official,4— 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 G11601 oel P91-117t -r Retail Construction Services, Inc. ' One Eastern Heights Plaza 7582 Correll Boulevard, Suite 114 a St. Paul, MN 55125 612/ 738-7974 FAX 6121738-0698 June 20, 1995 City of Sanford Building Department 300 North Park Avenue Sanford, FL 32771 Re: Designs Seminole Towne Center Sanford, FL To whom it may concern: This letter authorizes our representative, Paul Lomen, to pull a permit for the above - referenced location. If you have any questions please feel free to call. George I. Middleton. Vice President Notary Expiration Date V^, ^111%AA`s"AA,1'A ti"MAAAAA t NOTARY pjaB ,Mj.INE90TA W,gy.W7iC1CN COUNTY 52 iAy Ccrost. CxPk.e Jen. st, 2000 V VWWWWV%^/VA^^^.'VVWVVWWWWW t 4 0 Join the Rec.Kkd C.Kk CITY OF SA11FORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 / - DATE: 6 - 'Q PERMIT #: BUSINESS NAME: e- S ADDRESS: //,3 PHONE NUMBER:( ) PLANS REVIEW CENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM 1) AMOUNT 1,90- 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. l S nford Fire Prevention I cert:_fy that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Qj i ",.`—_ ApeplicantsSignature Patrick C. Brockman, A.I.A. 321 South Third 5treet La Crosse, WI 54601 TO: Sanford Building Department 300 North Park Avenue Sanford, FL 32771 ATTENTION: Plan Reviewer We are sending you attached via Fed Ex Copies Date No. 3 sets 06/02/95 These are transmitted: For Approval X For Your Use Remarks: Dear Reviewer: 608-785-2760 Fax: 608-785-2750 LETTER OF TRANSMITTAL DATE: 06/02/95 JOB NO. 95-681.009 RE: Designs, Inc. Seminole Towne Center Sanford, FL Description SilMed & Sealed bluelines for permit review As Requested X For Review & Comment Please find enclosed our complete construction documents for the above referenced project for your review and approval. Please note the following construction schedule: Construction start on July 5, 1995, Construction complete on September 11, 1995. If you have any questions regarding this submittal, please do not hesitate to call. Thank you. COPY TO: File, DLB, JM SIGNED: MBA Arclutects, nc. Shayn A.Jensson Project Coordinator CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT r PERMIT ADDRESS 113 Towne Center Circle, Sanford, EL 32771 PERMIT NUMBER Total Contract Price of Job 200,000.00 Total Sq. Ft. 5,000 Describe work New Interior Retail - Tenant build -out Type of. Construction IV Unprotected Flood Prone ()YfffX (NO) Number of Stories 1 Number of Dwellings 1 Zoning Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 29-19-30-5Lw-0100-0000 OWNER DESIGNS, INC. PHONE NUMBER (617 Q96722 ADDRESS 1244 Boylston Street CITY ChPStnitt Hill STATE - MA ZIP 02167 TITLE HOLDER (IF OTHER THAN OWNER) N/A ADDRESS CITY STATE ZIP BONDING ADDRESS CITY COMPANY STATE ZIP ARCHITECT MBA ARCHITECTS INC ADDRESS 121 So«th Third Street CITY La Crosse STATE _WJ ZIP 54602-2677 MORTGAGE LENDER N/A ADDRESS CITY STATE r ZIP CONTRACTOR _ `' PHONE NUMBER 6 — —0 7q ADDRESS ST. LICENSE NUMBER CITY c. U% 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 THts' 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. 310 Z m o co m a n tr Signature of Owner/Agent & Da e `}Signature of. Contractor & Date) M w a (n G Patrick C. Brockman e. Z u Type or Print Owner/Agent Name ,p or Print Co r ctor's Name 0 x 3 c_ w Signature of. No ary & Date Signatur o. Notary & Date a p (Official Seal) O T-aca 1I rt I AVIARY L. N9U E NOTARY PUBLIC, STATE OF FLORIDA o N1Y GOti1MISSIOPI CC132860 w a EXPIRES: August4,'9S5 ' C E Application Approved BY: Date: O`\ r n i ? FEES: Building• ;C% Radon . (z Police Fire N rl Open Space Road Impact. / App icat'on o.(x'7 ro w %1n o o PERMIT VALIDATION: CHECK CASH DATE (G% % BY14 \-b SL p 4J a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) fa Z w E~ THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE l 09/13/1995 16:59 6172776201 DESIGNS, INC. PAGE 01 Post -it' Fax Note 7671 Dat s p@gesb CaJDapt. Co. Phone A Phone 0 1 —4441 Fax N September 13, 1995 Mr. Robert Casper Building Inspector, City of Sanford 300 North Park Avenue Sanford, FL 32771 Reference: Boston Trading Company - Temporary Certificate of Occupancy 113 Towne Center Circle Seminole Towne Center Sanford, FL 32771 I am requesting a temporary Certificate of Occupancy for training and stocking, effective Friday, September 15, 1995. If you have any questions please call me at 617.739-6722 ext. 6287 Thank you, bolors nesaro Project Manager DESIG]1:1011 Ulu! September 13, 1995 Mr. Robert Casper Building Inspector, City of Sanford 300 North Park Avenue Sanford, FL 32771 Reference: Boston Trading Company - Temporary Certificate of Occupancy 113 Towne Center Circle Seminole Towne Center Sanford, FL 32771 I am requesting a temporary Certificate of Occupancy for training and stocking, effective Friday, September 15, 1995. If you have any questions please call me at 617-739-6722 ext. 6287 Thank you, Dolores nasaro Project Manager DESIGNS, INC. CORPORATE HEADQUARTERS 1244 BOYLSTON STREET CHESTNUT HILL, MA 02167 (617) 739 6722 FAX (617) 277 3516 I"'% I Ish DESIGNS Ad "A.i September 13, 1995 M.r. Robert Casper Building Inspector, City of Sanford 300 North Park Avenue Sanford, FL 32771 C(DPY Reference: Boston Trading Company - Temporary Certificate of Occupancy 113 Towne Center Circle Seminole Towne Center Sanford, FL 32771 I am requesting a temporary Certificate of Occupancy for training and stocking, effective Friday, September 15, 1995. If you have any questions please call me at 617-739-6722 ext. 6287 Thank you, Dolores nasaro Project Manager DESIGNS, INC. CORPORATE HEADQUARTERS 1244 BOYLSTON STREET CHESTNUT HILL, MA 02167 (617) 739 6722 FAX (617) 277 3516 DESIGNS J J 4 .W September 13, 1995 Mr. Robert Casper Building Inspector, City of Sanford 300 North Park Avenue Sanford, FL 32771 Reference: Boston Trading Company - Temporary Certificate of Occupancy 113 Towne Center Circle Seminole Towne Center Sanford, FL 32771 I am requesting a temporary Certificate of Occupancy for training and stocking, effective Friday, September 15, 1995. If you have any questions please call me at 617-739-6722 ext. 6287 Thank you, Dolore nasaro Project Manager DESIGNS. INC. CORPORATE HEADQUARTERS 1244 BOYLSTON STREET CHESTNUT HILL, MA 02167 (617) 739 6722 FAX (617) 277 3516 DESIC IN September 13, 1995 Mr. Robert Casper Building Inspector, City of Sanford 300 North Park Avenue Sanford, FL 32771 Reference: Boston Trading Company - Temporary Certificate of Occupancy 113 Towne Center Circle Seminole Towne Center Sanford, FL 32771 I am requesting a temporary Certificate of Occupancy for training and stocking, effective Friday, September 15, 1995. If you have any questions please call me at 617-739-6722 ext. 6287 Thank you, Dolore nasaro Project Manager DESIGNS. INC. CORPORATE HEADQUARTERS 1244 BOYLSTON STREET CHESTNUT HILL. MA 02167 (617) 739 6722 FAX (617) 277 3516 CITY OF SANI&ORDr FLORIDA PERMIT NO- yI — DATE e / L ys~ THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME A S PGLL I ADDRESS OF JOB 1L 3 n aid /A_Lcu PLUMBING CONTR C:L Aia / Res. _ Comm. _ Subject to rules and regulations of Sanford plumbing code. Residential: I Number Amount Alteration, Addition, Repair I New Residential: One Water Closet I Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewerr Water Piping Gas Piping Factory -built housing Mobile Home Application Fee Minimum Commercial Permij:) $25. oo Total o Mesta plumber COMPETENCY CARD NO C 0 y 0 DESIGNS, INC. 1244 Boylston Street Chestnut Hill, MA 02167 Phone (617) 739-6722 II WE ARE SENDING YOU . Shop drawings 1KC of letter Attached Under separate cover via Prints Plans Change order 0-- DATE JOB NO. g- 3 NTION RE: Samples the following items: Specifications COPIES DATE NO. DESCRIPTION 3 q- \3 THESE ARE TRANSMITTED as checked below: For approval For your use As requested For review and comment FORBIDS DUE Approved as submitted Approved as noted Returned for corrections Resubmit Submit _ Return copies for approval copies for distribution corrected prints 19 _ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO _ SIGNED: If enclosures are not as noted, kindly notify us at once. b c 4J U 7 ro 0 a a 0 CITY OF SANFORC, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 113 TOWNE CENTER CIRCLE "'0"" - PERMIT NUMBER C — a Total Contract Price of Job $6,000.00 Total Sq. Ft. Describe Work INSTALL NEW BRANCH LINES OFF OF EXISTING MAIN Type of Construction AUTOMATIC FIRE SPRINKLER`.) Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION (please attach rintout from Seminole County) TAX I.D. NUMBER PARCEL #29-19-20-5LW-01-00-0 00 OWNER SIMON PHONE NUMBER ADDRESS PO BOX 7033 CITY INDIANAPOLIS STATE ZIP 46207 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE ZIP ZIP ZIP ZIP CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS, illC. PHONE NUMBER 407-656-3030 ADDRESS LG% CAPITOL COURT ST. LICENSE NUMBER 027668000181 CITY OCOEE STATE FL ZIP 34761 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. 3 0Z 0 95 10co m In a 0 fl Signature of Owner/Agent & Date Signature of Contractor & Da RANDALL D. ALMOND 7-6-95 F- U1 Type or Print Contractor's Name o Z Type or Print Owner/Agent Name 7 D C) 7-6-95 b Signature of Notary & Date Signature of Notary & Date Official Seal) fieFl i.+4 1 4II.SOIt I r* oXVrw a r>'^ Comm Exp. S/09199 0 PUBLIC 'c .J.?pnded By Service in 7- ty__r CC461401 ro i a 3 T`a-W1yV.— owl o 0 E x Q Z ? rl H U) . i 0 W i C O J4 O ro m a) 4J u a 0 a) >, Z a.E- Application Approv d BY: Date: FEES: Building G G'l% Radon Police Fire - Open Space Roa Impac = pApplication n Z5 PERMIT VALIDATION: CHECK CASH DATE C/( /- BY \/}L ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE CITY OF SANFORD FIRE:DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: p'j PERMIT #: — BUSINESS NAME: Let//S f3c /D Siyi, ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT COMMENTS: L/5t hr 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 sgrvices can take place. I certify that the above information is true and correct and that I will M comply with all applicable codes and ordinances of the City of Sanford, F rida. Sanf rd re Prevention pli.ca s 1 re v Lr"Y1J DZ UZO.L1an urawing Late:tS/1'//9b HYDRAULIC DESIGN INFORMATION SHEET 6/ 1'// 95 11 : 35 Job Name: LEVIS BY DESIGN + Location: 113 TOWNE CENTER CIRCLE SANFORD FL Drawing Date: 8/17/95 Contractor: RETAIL CONST. ONE EASTERN HEIGHTS PLAZA 7582 CURRELL BLVD. SUITE 114 ST. PAUL MN 55125 Designer: LOUIS P Calculated By:SprinkCALC CSC Systems & Design Construction: SPRINKLER SYSTEM Reviewing Authorities:SANFORD Remote Area Number: 1 Telephone:612-738-7974 Occupancy:ORD. HAZ. 2 SYSTEM DESIGN Code:NFPA 13 Hazard:ORD. HAZ. 2 System Type:WET Area of Sprinkler Operation 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.20 1 Make:CENTRAL Model:H Area per Sprinkler 130 sq ftj Size:1/2" K-Factor: 5.60 Hose Allowance -Inside 250 gpm I Temperature Rating:165 Hose Allowance Outside 0 gpm CALCULATION SUMMARY gpm Required: 700.9 psi Required: 56.4 @ WATER SUPPLY Water Flow Test Pump Data Date of Test 6-7-95 Rated Capacity Static Pressure 71.0 psi Rated Pressure Residual Pres 52.0 psi Elevation At a Flow of 1340 gpm Make: Elevation 0" Model: Location: Source of Information: SYSTEM VOLUME 130 Gallons Notes: Tank or Reservoir 0 gpm Capacity 0 gpm 0.0 psi Elevation 0 0 Well Proof Flow 0 gpm LEVIS BY DESIGN Drawing Date:8/17/95 8/17/95 11:35 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 451 53.0 psi 1 Pipe 4" 10 132' 120 4.260 451 5.9 2 4" Grvd 90 Ell 10' 120 4.000 451 1.2 5 4" Grvd Tee 0' 120 4.000 451 0.1 2 8" Fingd Gate Valve CENTRAL Model 4' 120 8.000 451 0.0 2 8" Fingd Check Valve Model "CENTRAL 0' 0 8.000 451 0.0 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 451 0.6 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 451 0.7 Elevation Change -12'0" -5.2 Fixed Flow INSIDE HOSE 250 gpm Total Loss for 3.4 psi Required at 701 56.4 psi Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 701 gpm 65.3 psi SAFETY PRESSURE 8.9 psi Available Pressure of 65.3 psi Exceeds Required Pressure of 56.4 psi This is a safety margin of 8.9 psi or 16 % of Supply Maximum Water Velocity is 20.6 fps 1,r.V1b bx UZZilun urawing i)ate:b/1-//9b 8/17/95 11:35 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 Litulb tsz LjhbluN- LraWing Date:8/17/95 8/17/95 11:35 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 11 TO 38 (SUPPLY - DRAWING REF. "W") HEAD 11 21.6 1" 0 0 6" 8.1 fps 25.2 25.2 25.2 24 0.42 gpm/sq ft 1.049" 1 0 510" 0.151 0.8 0.0 10.2 24 K = 5.60 21.6 120 40 0 516" 0" 0.0 25.2 14.9 0 REF 30 21.7 1-1/4" 0 0 410" 9.4 fps 26.6 26.6 PATH 2 1.380" 1 0 610" 0.143 1.4 0.6 K = 4.21 43.3 120 40 0 10'0" 0" 0.0 26.0 REF 31 23.4 1-1/4" 0 0 5'6" 14.4 fps 29.4 29.4 PATH 4 1.380" 0 0 0" 0.318 1.7 1.4 K = 4.31 66.7 120 40 0 516" 0" 0.0 28..0 HEAD 15 23.5 1-1/2" 0. 0 2'0" 14.4 fps 31.2 31.2 29.8 24 0.44 gpm/sq ft 1.610" 0 0 0" 0.262 0.5 1.4 12.1 24 K = 5.60 90.2 120 40 0 2'0" 0" 0.0 29.8 17.7 0 REF 32 22.8 1-1/2" 0 0 6'0" 18.0 fps 31.7 31.7 PATH 3 1.610" 0 0 0" 0.398 2.4 2.1 K = 4.20 113.1 120 40 0 610" 0" 0.0 29.5 REF 33 24.2 2" 0 0 6'0" 13.3 fps 34.1 34.1 PATH 6 2.067" 0 0 0" 0.169 1.0 1.2 K = 4.23 137.3 120 40 0 610" 0" 0.0 32.9 HEAD 16 25.0 2" 0 0 9'0" 15.7 fps 35.1 35.1 33.5 24 0.62 gpm/sq ft 2.067" 0 0 0" 0.230 2.1 1.6 13.6 24 K = 5.60 162.3 120 40 0 91 0" 0" 0.0 33.5 19.9 0 REF 34 24.9 2" 0 0 12'0" 18.1 fps 37.1 37.1 PATH 9 2.067" 0 0 0" 0.300 3.6 2.2 K = 4.22 187.2 120 40 0 1210" 0" 0.0 35.0 REF 35 26.0 2" 0 0 22'0" 20.6 fps 40.7 40.7 PATH 11 2.067" 0 0 0" 0.381 8.4 2.8 K = 4.22 213.2 120 40 0 2210" 0" 0.0 37.9 CONTINUED 49.1 psi 1jCV1J by DZ61UN lirawing uate:u/17/95 8/17/95 11:35 REMOTE AREA #1 FLOW # OF LENGTH GPM) PIPE FITS FEET PAGE 2 PRESSURE BRANCH LINE 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 11 TO 38 (SUPPLY - DRAWING REF. "W") CONTINUED REF 36 2-1/2" 0 0 119" 12.7 fps 49.1 2.635" 1 0 1210" 0.117 1.6 213.2 120 10 0 1319" 0" 0.0 REF 37 4" 0 0 4110" 4.8 fps 50.7 4.260" 1 0 2010" 0.011 0.3 213.2 120 10 0 24'10" 0" 0.0 REF 29 237.6 4" 0 0 2411" 10.2 fps 51.0 51.0 PATH 5 4.260" 1 0 2010" 0.045 2.0 0.0 K =33.27 450.9 120 10- 0 - 44'1" 0" 0.0 51.0 REF 38 450.9 gpm PATH 1 K = 61.93 53.0 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO 30 HEAD 6 21.7 1" 1 0 616" 8.1 fps 25.3 25.3 25.3 -24 0.27 gpm/sq ft 1.049" 0 0 210" 0.151 1.3 0.0 10.3 24 K = 5.60 21.7 120 40 0 816" off 0.0 25.3 15.0 0 REF 30 21.7 gpm PATH 2 K = 4.21 26.6 psi PATH 3 FROM HYDRAULIC REFERENCE 12 TO 32 HEAD 12 22.8 1" 0 0 410" 8.6 fps 28.0 28.0 28.0 -24 0.48 gpm/sq ft 1.049" 1 0 510" 0.166 1.5 0.0 11.4 24 K = 5.60 22.8 120 40 0 91 0" 0" 0.0 28.0 16.6 0 REF 32 22.8 gpm PATH 3 K = 4.20 29.5 psi PATH 4 FROM HYDRAULIC REFERENCE 14 TO 31 HEAD 14 23.4 1" 0 0 6" 8.8 fps 29.3 29.3 29.3 -24 0.56 gpm/sq ft 1.049" 0 0 0" 0.173 0.1 0.0 11.9 24 K = 5.60 23.4 120 40 0 6" 0" 0.0 29.3 17.4 0 REF 31 23.4 gpm PATH 4 K = 4.31 29.4 psi Lnyia DX UL61vN urawing l)ate:t3/1'//y5 8/17/95 11:35 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 5 FROM HYDRAULIC REFERENCE 7 TO 29 HEAD 7 24.0 1" 0 0 711" 9.0 fps 31.0 31.0 31.0 24 0.20 gpm/sq ft 1.049" 1 0 510" 0.182 2.2 0.0 12.6 24 K = 5.60 24.0 120 40 0 1211" 0" 0.0 31.0 18.4 0 REF 24 24.3 1-1/4" 0 0 12'0" 10.5 fps 33.2 33.2 PATH 7 1.380" 0 0 0" 0.175 2.1 0.0 K = 4.22 48.3 120 40 0 1210" 0" 0.0 33.2 REF 25 49.8 1-1/2" 0 0 9'0" 15.6 fps 35.3 35.3 PATH 8 AND 10 1.610" 0 0 0" 0.306 2.7 0.0 K = 8.39 98.1 120 40 0 910" 0" 0.0 35.3 HEAD 4 25.7 1-1/2" 0 0 12'0" 19.7 fps 38.0 38.0 35.4 24 0.21 gpm/sq ft 1.610" 0 0 0" 0.471 5.6 2.6 14.4 24 K = 5.60 123.8 120 40 0 1210" 0" 0.0 35.4 21.0 0 HEAD 5 28.1 2" 0 0 23'9" 14.7 fps 43.7 43.7 42.2 24 0.23 gpm/sq ft 2.067" 1 0 1010" 0.203 6.9 1.4 17.1 24 K = 5.60 151.8 120 40 0 3319" 0" 0.0 42.2 25.1 0 REF 26 29.4 4" 0 0 1010" 4.1 fps 50.6 50.6 PATH 1.3 4.260" 0 0 0" 0.008 0.1 0.1 K = 4.14 181.3 120 10 0 1010" 0" 0.0 50.5 REF 28 56.4 4" 0 0 214" 5.4 fps 50.7 50.7 PATH 12 4.260" 1 0 2010" 0.014 0.3 0.0 K = 7.92 237.6 120 10 0 2214" 0" 0.0 50.7 REF 29 237.6 gpm PATH 5 K = 33.27 51.0 psi PATH 6 FROM HYDRAULIC REFERENCE 13 TO 33 HEAD 13 24.2 1" 0 0 210" 9.1 fps 31.6 31.6 31.6 24 0.35 gpm/sq ft 1.049" 1 0 510" 0.186 1.3 0.0 12.9 24 K = 5.60 24.2 120 40 0 710" 0" 0.0 31.6 18.8 0 REF 33 24.2 gpm PATH 6 K = 4.23 32.9 psi LZN16 by vhbl iN orawing liate:d/1'//95 8/17/95 11:35 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 2 TO 24 HEAD 2 24.3 1" 0 0 2111" 9.1 fps 31.7 31.7 31.7 24 0.20 gpm/sq ft 1.049" 1 0 510" 0.186 1.5 0.0 12.9 24 K = 5.60 24.3 120 40 0 7111" 0" 0.0 31.7 18.8 0 REF 24 24.3 gpm PATH 7 K = 4.22 33.2 psi PATH 8 FROM HYDRAULIC REFERENCE 8 TO 25 HEAD 8 24.8 1" 0 0 711" 9.3 fps 32.9 32.9 32.9 24 0.21 gpm/sq ft 1.049" 1 0 510" 0.193 2.3 0.0- 13.4 24 K = 5.60 24.8 120 40 0 1211" 0" 0.0 32.9 19.5 0 REF 25 24.8 gpm PATH 8 K = 4.17 35.3 psi PATH 9 FROM HYDRAULIC REFERENCE 17 TO 34 HEAD 17 24.9 1" 0 0 2111" 9.4 fps 33.4 33.4 33.4 24 0.21 gpm/sq ft 1.049" 1 0 510" 0.196 1.5 0.0 13.6 24 K = 5.60 24.9 120 40 0 7111" 0" 0.0 33.4 19.8 0 REF 34 24.9 gpm PATH 9 K = 4.22 35.0 psi PATH 10 FROM HYDRAULIC REFERENCE 3 TO 25 HEAD 3 25.0 1" 0 0 2111" 9.4 fps 33.7 33.7 33.7 24 0.21 gpm/sq ft 1.049" 1 0 510" 0.197 1.6 0.0 13.7 24 K = 5.60 25.0 120 40 0 7111" 0" 0.0 33.7 20.0 0 REF 25 25.0 gpm PATH 10 K = 4.22 35.3 psi LEvla BY otbluN Drawing Date:8/17/95 8/17/95 11:35 REMOTE AREA #1 PAGE 5 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 11 FROM HYDRAULIC REFERENCE 18 TO 35 HEAD 18 26.0 1" 0 0 2111" 9.7 fps 36.3 36.3 36.3 24 0.22 gpm/sq ft 1.049" 1 0 510" 0.211 1.7 0.0 14.7 24 K = 5.60 26.0 120 40 0 7111" 0" 0.0 36.3 21.5 0 REF 35 26.0 gpm PATH 11 K = 4.22 37.9 psi PATH 12 FROM HYDRAULIC REFERENCE 9 TO 28 HEAD 9 27.9 1" 0 0 12'0" 10.4 fps 41.6 41.6 41.6 24 0.23 gpm/sq ft 1.049" 0 0 0" 0.240 2.9 0.0 16.9 24 K = 5.60 27.9 120 40 0 1210" 0" 0.0 41.6 24.8 0 HEAD 10 28.5 1-1/4" 0 0 22'0" 12.2 fps 44.5 44.5 43.5 24 0.24 gpm/sq ft 1.380" 0 0 0" 0.233 5.1 1.0 17.6 24 K = 5.60 56.4 120 40 0 2210" 0" 0.0 43.5 25.9 0 REF 40 1-1/2" 0 0 119" 9.0 fps 49.6 1.610" 1 0 810" 0.110 1.1 56.4 120 40 0 919" 0" 0.0 REF 28 56.4 gpm PATH 12 K = 7.92 50.7 psi PATH 13 FROM HYDRAULIC REFERENCE 1 TO 26 HEAD 1 29.4 1" 0 0 7'1" 11.0 fps 46.4 46.4 46.4 24 0.37 gpm/sq ft 1.049" 1 0 510" 0.266 3.2 0.0 18.8 24 K = 5.60 29.4 120 40 0 1211" 0" 0.0 46.4 27.7 0 REF 19 1-1/4" 0 0 412" 6.4 fps 49.7 1.380" 0 0 0" 0.070 0.3 29.4 120 40 0 412" 0" 0.0 REF 20 1-1/2" 0 0 817" 4.7 fps 50.0 1.610" 0 0 0" 0.033 0.3 29.4 120 40 0 817" 0" 0.0 CONTINUED 50.2 psi Lr.Vla by vzbluN urawing Date:8/17/95 8/17/95 11:35 REMOTE AREA ##1 FLOW # OF GPM) PIPE FITS HYD REF OUTLET SIZE ' 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PAGE 6 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 13 FROM HYDRAULIC REFERENCE 1 TO 26 CONTINUED REF 21 2" 0 0 28'3" 2.8 fps 50.2 2.067" 0 0 0" 0.010 0.3 29.4 120 40 0 2813" 0" 0.0 REF 39 2-1/2" 0 0 2319" 1.7 fps 50.5 2.635" 1 0 1210" 0.003 0.1 29.4 120 10 0 3519" 0" 0.0 REF 23 4" 0 0 1010" 0.7 fps 50.6 4.260" 0 0 0" 0.000 0.0 29'.4 120 10 0 1010" 0" 0.0 REF 26 29.4 gpm PATH 13 K = 4.14 50.6 psi 140 120 100 C/ l 60 20 REQUIRED PSI: 56.4 TOTAL FLOW(GPM): 701 LEVIS BY DESIGN AREA #1 AT U 525 600 675 FLOW (GPM) 750 CITY OF SANFORD, FLORIDA 15- use PERMIT NO. DATE ?") "aC THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME ADDRESS OF JOB 'To(A) Lr) MECHANICAL CONTR. O' oc H Pkk COwcL*+O -r / RESIDENTIAL COMMERCIAL V Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK PC COMPETENCY CARD NO. ©/ 3 92 CITY OF-SANFORD, FLORIDA PERMIT NO. q5L [Clk l DATE. (a-a.- - qS THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME VIt S P,4e e F-C() ADDRESS OF JOB t ELEC. CONTR. U 6ledrilC. Residential Non-residentiaLX Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change F Service Residential Commercial Mobile Nome Factory Built Housing New Residential 0-100 Amp Service 101-200 Amp Service F_ 201 Amp And above New Commercial p ervice Applicatipn.Fee i TOTAL Il By signing this application I am stating I will be in compliance with the NEC including Article 110. Section 110-9 and 110.10. PLj Building Official Master Electrician STATE COMPETENCY NO. ELECTRICAL CONTRACTORS INC. To: City of Sanford -Building Department PO Box 1788 Sanford, Florida 32772 This memo is to give permission to the person named below to act on my behalf for the purpose of obtaining electrical permits and signing documents pertaining to the permitting process or to any license activation. This Power of Attorney is for all jobs in the Seminole Town Center Mall and snali expire 180 clays from above date. Power of Attorney given to: Paul L. Lomen 2910 Snow Drive Deltona, Florida 32725 Name: RandaU D. Weston By: , D. / Date: S1 Ri Signature State Of Florida County Of Osceola The foregoing instrument was acknowledged before me this day of 1995. individual Corporation Agent/other personally known Type of identification Signature of acknowledges Q) — Notary PubUc State of Florida at Lame My Commission Explres; tune 27..1995 CC /a--LO(4) 2655 Old Dixie Highway • Kissimmee, Florida 34744 Kissimmee: (407) 931-0066.Orlando: (407) 240-6777 • Fax: (407) 933-5624 CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE (CENTER OFFICE June 7,1995 Levis Designs Master Architects, Inc. 321 South Third St. La Crose, WI RE: Levis Designs 113 Seminole Towne Circle Sanford, Fl. During a plans review I performed on the above plans for Levis Design I found the following items that must be addressed. 1) All ceilings to be 1 hour fire rated 2) Main electrical disconnect required. 3) Concrete slab to conform to mall master spec. The plans for Levis Designs are approved with the above items . Your Serx,ant; Charles D. Grover, C.C.A. Chief Code Analyst CITY OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE June 7,1995 Levis Designs Master Architects, Inc. 321 South Third St. La Crose, WI RE: Levis Designs 113 Seminole Towne Circle Sanford, Fl. During a plans review I performed on the above plans for Levis Design I found the following items that must be addressed. 1) All ceilings to be 1 hour fire rated 2) Main electrical disconnect required. 3) Concrete slab to conform to mall master spec. The plans for Levis Designs are approved with the above items . Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst TUN 2- 9 5 F R I 8: 1 6 R_ 02 LEGAL par=el 29-19-•30-5L.W-0100--0000 CURRENT 95 06/01/95 1- LEG TRACT 1 (;.ESS E)EG 267.91 FT N & 15.42 FT N-63 DING W OF S 1/4 COR - RUN N 63 DES J 172.62 FT WLY ON CURVE 39.27 FT S 87 DEG W 59.90 FT N 63 DEG W 70 FT N 27 DEG E 60 FT N 63 DEG W 15 FT N 27 DEG E 2 248.04 FT 5 63 DEG E 942 FT S 27 DEG W 8.53 FT S 18 DEG E 28.28 FT S 27 DEG W 224.52 F•T EiWLY ON CURVE 23.56 FT TO BEG & BEG 858.55 FT N & 252.07 FT E (1F S 1/4 CDR RUN N 27 DEG E 320 FT S 63 DEG E 3 52 FT N 27 DE'3 E 20 FT S 63 DE:G E: 180.96 FT S 27 DEG W 15 FT S 63• DEG E 75.40 F'f S 27 DEG W 53 F•T SWLY ON CURVE 3.1S FT S 87 DEG 08 MIN 08 SEC W L8.8:3 FT SWLY ON CURVE 78.72 FT S 27 DEB W 169.99 4 FT SWLY ON CURVE: 39.27 FT N 63 DEG W 227.87 FT TO BEE & BE SLY MUST' COR TRACT 2 R JN S 78 DEG 36 MIN 34 SEC W .60 FT N 63 DEG W 79.76 FT N 27 DEG E TO SLY LI OF TRACT 2 S 63 DEG E 78. 48 FT TO BEG) 5 SEMINOLE "rOWN,c: CENTER REPLAT FIB 47 FIGS 8 TO 10 use CUP] & CDOWN) to scroll tl•tru LEGAL-, or: ( M )ain menu, EXIT] ount: *5 <Replace>