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HomeMy WebLinkAbout204 Towne Center Cir 95-2749 (a) INTERIOR REMODELC-'0 (4 OaL-"r- Cal , I e,- 7- ZONE DATE u CONTRACTOR Q t . ITI'Q /72 A%1 S` ADDRESS .(Al, PHONE # LOCATION :)0 Q aA Cr OWNER ADDRESS c, / PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # q_f- X6 G% MECHANICAL CONTRACTOR ( 'r- , ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (_) ARCHITECTURAL APPROVAL DATE: PERMIT # 5- JOB COST $ C FEE $ Q) STATE NO. Ct)C0 al w FEE $ FEE $ FEE $ ///d I SUBDIVISION: La LOT NO, BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: e, mi-ign INSPECTIONS TYPE DATE OK REJECT BY CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE CurlPD CITY OF SANFORD, FLORIDA P AP LICATION FORBUILDING PERMIT 7ownc Cen4er T PERMIT ADDRESS 5VA05 V" J <Jc,;3`1 iti roL_g 1oW^ J15— _ F Total Contract Pri--ce Jolt Describe Work //10 /1/ Type of Construction fill Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I . D n NUMBER OWNER ! ADDRESS CITY U TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS Number of Dwellings Commercial Flood Prone (YES Zoning _ Industrial lease attach Drintout from Seminole Count NO I/ CITY STATE ZIP BONDING COMPANY 1 _ ADDRESS CITY STATE ZIP ARCHITECT ADDRESS CITY STATE ZIP MORTGAGE LENDER ADDRESS CITY , ,,_,, \\ STATE ZIP CONTRACTOR c eLcAr— Q A) Tt. &OSt'rLllM PHONE NUMBER ADDRESS " LtCjZ QOCK 13t ea— Caj ST. LICENSE NUMBER CITY C/i'3$CGlij / STATE F( ZIP A61L 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. o L 1 `1 = $ 2 ( 'j o a Signature of Owner Agent & Date Sig t.0 of Contractor & Date °, a o U Type o- Print Owner Agent Name Til r rint C t for s Name o x D ry q J o co o JI,Jro a Signature Notary & Date Si n ure Notary V& Date o p ( Of icial Seal) (Off'cial Seal) P MARY L. MUSE o Y '' NOTAkY Icy Cornn"I Exp. 9/2 97 '_ t Y COMMISSION a CC 470040 G "'+ PUBLIC p, Bonded By Se(vice In E)(PIRES: August4.IM wu a No. CC30802g L f;' B«.a a mil, Nouuy RM UnoeM Item n Y. 11 a 3 OF FV o Pasv0 Known l ) 0M I. Q U E r. Application Approve7d/B Da.- e: ro Z r? FEES: Building JJ . Radon %3 Police Fire u Ja 1 ~ Open Space Road Impact Application'; UC N r-1 H 4 C O PERMIT VALIDATION: CHECK CASH DATE BY Gt7 o a 1 a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) zws~ I THISAPPLICATIONUSEDFORWORKVALUED. $2500.00 OR MORE ` SL ' BY: SE» I \-OLE "fOiV.\E CEYFE-R. o- 5-93 .11 010 :19ELV 11 S I MON & ASSOC- 0.50: -10 EX MIT A OFFICIAL RECORDSC;)O PAGE fob 0636 SEMINOLE CO. FL Tracts 1, 5, 6, 7, 8, 10, 11, 12 and 13, SEM[NOLE TOWNE ICFVTFR REPL.AT accordingtothePictthereofasrecordedinPlatBook47, pages 8, 9 and j0, Public Records of Seminole County, Florida, less and except that portion of Tract 1 described within the following legaldescription, to wit: Commence at the South quarter corner of said Section 29 for North 00° 15' 36" West along the West line of the Southeas distance of 2098.60 feet; thence run North 89 ° 44' 24" last, the Westerly line of said Tract 2 and the point of beginning; the; of said Tract 2 and Tract 1 of said plat the following courses: feet; thence run North 52' 00, 00" East, 89.99 feet; thence run feet; thence run North 18° 00' 00" West 39.86 feet; thence run I feet; thence run North 00' 06' 52' West, 37.17 feet; thence run feet, to a point lying on the Southerly line of Tract 6 of sal con-Mron lines between said Tract 2 and Tract 1, run along tl Tract 2 and Tract 6 of the following courses: North 89 ' 53' 08' of curvature of a curve concave Southwesterly; thence run Si having a radius length of 252.00 feet, a central angle of 31' 40 feet, a chord length of 137.56 feet, and a chord bearing of Soul on the aforesaid common. Unes of Tract 2 and Tract 1; thence d Tract 2 and Tract 6, run along the said common lines of Tract ' courses: South 270 00' 00" West, 321.88 feet; thence run Soutt thence run North 87° 00' 00" Fast, 195.42 feet; thence run Se feet; thence run South 87' 00' 00" West, 379.75 feet; thence 85.58 feet; thence, departing said common lines of Tract 2 78" 36" 34" West, 0. 90 feet; .thence run North 63 ° 00' 00" West 27 ° 00' 00" East, 55.50 feet to a point on the aforesaid commoi thence run along the said coraO-on lines of Tract 2 and Tract 1 63 ° 00, 001, West, 359.54 feet; thence run North 27° 00' 00" Eas 18° 00' 00" West, 386.75 feet to the point of beginning. f i 1 point of reference; thence run quarter of said Section 29, a 55.93 feet to a point lying on ce run along the common lines ouch 88" 00' 00" Past, 15..26 youth 88" 00' 00" Fast, 10.74 orth 8911 53' 08" Past, 253.79 north 890 53' 08" East, 35.07 1 plat; thence, departing said common lines between said Past, 316.23 feet; to the point utheasterly along said curve, 45", an an: length of 139.33 74" 16' 30" Fast, to a point parting said common lines of and Tract 1 of the following 63` 00' 00" East, 38.51 feet; ith 00° ,17' 42" ]Past, 461.51 un South 78° 36' 34" West, and Tract 1, continue South 79.76 feet; thence run North lines of Tract 2 and Tract 1; hz fodowiug courses: North 92.34 feet; thence run North ra CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: 15- PERMIT #: BUSINESS NAME:r ! [ ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ COMMENTS :o Sorin iy,12e r 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. 4 - Sanf d e 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 Sao ord, Florida: Ap lirtTgiature CITY OF SANFORD ' FIRE=DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: / PERMIT #: 1 ' BUSINESS NAME: ADDRESS.OO7:,,,,G PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ 9 !• 7 COMMENTS: ve//isfi e'%le 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. Sanfor re 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 Sanford, Florida. 29' 1 ants Signature cVICTImn TENANT DIST. BOARD GND PER NEC 10, -cr MAX L POWER ELECTRICAL ROOM. 30A 3P 25A INTEGRATED RATING = 50,000 RMS SYM. DE 1200 AMP BUS 480Y/277V, 30. 4W. 3# 10, 1 # 10 GND 3/47 C. 30 A 3P DISC. SW. ALL POWER RISER NOTE OVERCURRE CAMP TIBLE WWrrH RE. NT 3# 10, 1 # GND 3/47 C. 4BOV. ,3 15KAV 20BY/120V 3,0, 4W GOA 3 P 3# 1 #. f6 GND I C. 60/3P MAIN BRKR NOTES: CONTRACTOR SHALL BE RESPONSIBLE TOMALLREPRESENTATIVEANDCOORDINATE ALLNEWWORKWITHMALLU71LMESANDTHEOWNERS' REQUIREMENTS AS NECESSARY FOR A COMPLETE AND OPERABLE SYSTEM. KA (TYPICAL FOR F-11, F-16, PBA. & AB DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: Cy/c / o G) Date : 6/23 %1- Owner/ Contact Person: Phone: Address: 70evnv6 C, M'74tC/RCLL SP c l -S Type of Development: 1) RESIDENTIAL Type of Units (single family I r multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.) : Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" -7 1" , 2" , etc,.) REMARKS: PLv/i6;G i`k%u/1F_s CONNECTION FEE CALCULATION: Z/iO/1171EE = d REVISED 8/12/92 GREAT SOUTHERN CONTRACTORS GENERALCONTRACTORS August 23,1995 City Of Sanford Building Department To Whom It May Concern I Kenneth M. Tumlin the license holder For Great Southern Contractors hereby authorize Jerry Crothers to sign for my firm in receipt of a building permit for Curio Arts retail store K-5 at the Seminole Towne Square. My state contractors certification no is CB CO28108. Thank you for your assistance with this matter. Very Truly Yours 1'ri M. TUML1N President Notorized By G , Witnessed By Date:gZ L-A TUMIIN My ConvNewon CC4090591ExpiresSep. 22, 1998 ro Ok4; Bonded by HAI 800-422-1555 492 Rocky Brook Court, Casseiberry, FL 32707 • (407)699-9399 • FAX (407)695-7536 CITY OF SANFORD, FLORIDA APPLICATION f,OrR BUILDING PERMIT PERMIT NUMBER UL" DATE PERMIT ADDRESS 204 TOWNE CENTER CIRCLE AUGUST 31, 1995 Total Contract Price of Job: $1800.00 1Total Sq. Ft. Describe work: INSTALLATION OF AUTOMATIC FIRE SPRINKLERS Type of Construction: AUTOMATIC FIRE SPRINKLERS Flood Prone: (YES) (NO) Change of Use From: Change of Use To: Number of Stories: Number of Dwellings: Zoning: Occupancy: Residential Commercial X Industrial LEGAL DESCRIPTION: (please attach printout from Seminole County) TAX I.D. NUMBER: PARCEL #29-19-20-5LW-01-00-0000 OWNER SIMON -- ( CURIO ADDRESS RORK PO BO 033 CITY INDIANAPOLIS STATE IN ZIP 46207 CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS INC PHONE NUMBER: 407-656-3030 ADDRESS 222 CAPITOL COURT CITY OCOEE STATE FL ZIP 34761 LICENSE NO. 027668000181 PHONE NUMBER: 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 perm.zt. 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 8-31-95 DATE APPLICATION APPROVED BY: FEES: Building Raflon Police Open Space Road Impact Other PERMIT VALIDATION: CHECK CASH SIGNATURE OF OWNER DATE DATE: Firrel "' ® Application /U 60 DATE 7 BY I A/ - THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00. ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) CITY OF SANFORD, FLORIDA PERMIT NO. v` / " DATE e-j' 5— THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAME L Ott D ADDRESS OF JOB c 2 0 V i to i Cam% 2 C,/-t— ELEC. CONTR. -S/f1 Tom' 2Ti'iG Residential Non-residentiaL c Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Chanve of Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 Am2 Service 201 Amn and a ova New Commercial 7VZ7 Amp ervice U Application Fee I TOTAL 11 35 By signing this application I am stating I will be in compliance with the NEC including Article 110. Section 110-9 and 110-10. 1 Z Building e I Matter Electrician L-.COJ 1179 v STATE COMPETENCY NO. Qf— 2 7* CURIO Drawing Date:8/30/95 8/30/95 13:56x .. HYDRAULIC DESIGN INFORMATION SHEET Job Name: CURIO Location: 204 TOWNE CENTER CIRCLE SANFORD FL Drawing Date: 8/30/95 Remote Area Number: 1 Contractor: GREAT SOUTHERN CONSTRUCTION Telephone:699-9399 492 ROCKY BROOK COURT CASSELBERRY,FL 32727 Designer: LOUIS P. Calculated By:SprinkCALC CSC Systems & Design Construction: SPRINKLER SYSTEMS Occupancy:ORD. HAZ. 2 Reviewing Authorities:SANFORD 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 0 gpm Temperature Rating:165 Hose Allowance Outside 250 gpm CALCULATION SUMMARY gpm Required: 500.2 psi Required: 63.0 @ 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: Source of Information: SYSTEM VOLUME 74 Gallons Notes: CURIO Drawing Date:8/30/95 8/30/95 13:56 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 500 30.8 psi 1 Pipe 4" 10 320' 120 4.260 500 17.5 1 Pipe 6" 10 75' 120 6.357 500 0.6 2 6" Grvd 90 Ell 14' 120 6.000 500 0.3 1 4" Grvd Tee 0' 120 4.000 500 0.0 1 8" Thrd Other Valve BACKFLOW CHART LOSS 500 7.0 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 500 0.7 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 500 0.9 Elevation Change 12'0" 5.2 Total Loss for 32.1 psi Required at 500 63.0 psi Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 500 gpm 67.9 psi SAFETY PRESSURE 5.0 psi Available Pressure of 67.9 psi Exceeds Required Pressure of 63.0 psi This is a safety margin of 5.0 psi or 8 % of Supply Maximum Water Velocity is 16.5 fps CURIO Drawing Date:8/30/95 8/30/95 13:56 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)-l.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 CURIO Drawing Date:8/30/95 8/30/95 13:56 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 PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS PATH 1 FROM HYDRAULIC REFERENCE 6 TO 26 (SUPPLY - DRAWING REF. "W") HEAD 6 24.5 1-1/4" 0 0 2110" 5.3 fps 19.3 19.3 19.3 12 0.20 gpm/sq ft 1.380" 1 0 610" 0.050 0.4 0.0 0.1 12 K = 5.60 24.5 120 40 0 8110" 0" 0.0 19.3 19.1 24 REF 23 25.2 1-1/4" 0 0 7'2" 10.8 fps 20.5 20.5 PATH 3 1.380" 0 0 0" 0.184 1.3 0.8 K = 5.57 49.7 120 40 0 7'2" 0" 0.0 19.7 HEAD 8 24.6 1-1/4" 0 0 9'6" 16.1 fps 21.8 21.8 20.1 12 0.25 gpm/sq ft 1.380" 1 0 610" 0.388 6.0 1.7 0.7 12 K = 5.60 74.3 120 40 0 1516" 0" 0.0 20.1 19.4 60 REF 24 187.5 4" 0 0 118" 6.0 fps 27.8 27.8 PATH 4 AND 9 4.260" 1 0 2010" 0.016 0.4 0.0 K =35.56 261.9 120 10 0 2118" 0" 0.0 27.8 REF 22 238.3 4" 0 0 2814" 11.4 fps 28.2 28.2 PATH 2 4.260" 1 0 2010" 0.055 2.6 0.0 K =44.90 500.2 120 10 0 4814" 0" 0.0 28.2 REF 26 500.2 gpm PATH 1 K = 90.12 30.8 psi PATH 2 FROM HYDRAULIC REFERENCE 2 TO 22 HEAD 2 24.7 1-1/4" 1 0 417" 5.3 fps 19.4 19.4 19.4 0 0.73 gpm/sq ft 1.380" 0 0 3'0" 0.050 0.4 0.0 0.0 0K = 5.60 24.7 120 40 0 717" 0" 0.0 19.4 19.4 0 HEAD 3 24.0 1-1/4" 0 0 12'0" 10.5 fps 19.8 19.8 19.0 12 0.20 gpm/sq ft 1.380" 0 0 0" 0.177 2.1 0.7 0.7 12K = 5.60 48.7 120 40 0 1210" 0" 0.0 19.0 18.4 60 HEAD 9 24.7 1-1/4" 0 0 9'6" 15.9 fps 21.9 21.9 20.2 12 0.21 gpm/sq ft 1.380" 1 0 610" 0.379 5.9 1.7 0.7 12K = 5.60 73.4 120 40 0 1516" 0" 0.0 20.2 19.5 60 CONTINUED 27.8 psi CURIO Drawing Date:8/30/95 8/30/95 13:56 REMOTE AREA ## 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 2 TO 22 CONTINUED REF 21 164.9 4" 0 0 814" 5.4 fps 27.8 27.8 PATH 5,AND 7 4.260" 1 0 2010" 0.014 0.4 0.0 K =31.29 238.3 120 10 0 2814" 0" 0.0 27.8 REF 22 238.3 gpm PATH 2 K = 44.90 28.2 psi PATH 3 FROM HYDRAULIC REFERENCE 5 TO 23 HEAD 5 25.2 1-1/4" 1.380" 0 0 418" 5.5 fps 20.2 20.2 20.2 0 0.26 gpm/sq ft 0 0 0" 0.052 0.2 0.0 0.0 0 K = 5.60 25.2 120 40 0 418" 0" 0.0 20.2 20.2 0 REF 23 25.2 gpm PATH 3 K 5.57 20.5 psi PATH 4 FROM HYDRAULIC REFERENCE 1 TO 24 HEAD 1 25.6 1-1/4" 0 0. 1210" 5.5 fps 20.9 20.9 20.9 0 0.27 gpm/sq ft 1.380" 0 0 0" 0.054 0.6 0.0 0.0 0 K = 5.60 25.6 120 40 0 1210" 0" 0.0 20.9 20.9 0 HEAD 7 25.5 1-1/4" 0 0 4'0" 11.1 fps 21.5 21.5 20.7 0 0.33 gpm/sq ft 1.380" 0 0 0" 0.194 0.8 0.8 0.0 0 K = 5.60 51.1 120 40 0 410" 0" 0.0 20.7 20.7 0 HEAD 11 24.9 1-1/4" 0 0 716" 16.5 fps 22.3 22.3 20.5 12 0.39 gpm/sq ft 1.380" 1 0 610" 0.405 5.5 1.8 0.7 12 K = 5.60 76.0 120 40 0 1316" 0" 0.0 20.5 19.8 60 REF 25 55.8 4" 0 0 810" 3.0 fps 27.8 27.8 PATH 6 4.260" 0 0 0" 0.005 0.0 0.0 K =10.58 131.8 120 10 0 8'0" 0" 0.0 27.8 REF 24 131.8 gpm PATH 4 K = 24.98 27.8 psi CURIO Drawing Date:8/30/95 8/30/95 13:56 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 4 TO 21 HEAD 4 27.1 1-1/4" 0 0 1210" 5.9 fps 23.7 23.7 23.7 12 0.23 gpm/sq ft 1.380" 0 0 0" 0.060 0.7 0.0 0.3 12 K = 5.60 27.1 120 40 0 1210" 0" 0.0 23.7 23.5 24 HEAD 10 26.7 1-1/4" 0 0 9'6" 11.6 fps 24.4 24.4 23.5 12 0.22 gpm/sq ft 1.380" 1 0 610" 0.213 3.3 0.9 0.9 12 K = 5.60 53.8 120 40 0 1516" 0" 0.0 23.5 22.6 60 REF 20 55.4 4" 0 0 1010" 2.5 fps 27.7 27.7 PATH 8 4.260" 0 0 0" 0.003 0.0 0.0 K =10.51 109.1 120 10 0 1010" 0" 0.0 27.7 REF 21 109.1 gpm PATH 5 K = 20.71 27.8 psi PATH 6 FROM HYDRAULIC REFERENCE 16 TO 25 HEAD 16 28.1 1-1/4" 0 0 1210" 6.1 fps 25.5 25.5 25.5 12 0.23 gpm/sq ft 1.380" 0 0 0" 0.064 0.8 0.0 0.3 12 K = 5.60 28.1 120 40 0 1210" 0" 0.0 25.5 25.2 24 HEAD 12 27.6 1-1/4" 0 0 6" 12.1 fps 26.3 26.3 25.3 12 0.23 gpm/sq ft 1.380" 1 0 610" 0.228 1.5 1.0 1.0 12 K = 5.60 55.8 120 40 0 616" 0" 0.0 25.3 24.3 60 REF 25 55.8 gpm PATH 6 K = 10.58 27.8 psi PATH 7 FROM HYDRAULIC REFERENCE 18 TO 21 HEAD 18 28.1 1-1/4" 0 0 1210" 6.1 fps 25.5 25.5 25.5 12 0.23 gpm/sq ft 1.380" 0 0 0" 0.064 0.8 0.0 0.3 12 K = 5.60 28.1 120 40 0 1210" 0" 0.0 25.5 25.2 24 HEAD 14 27.6 1-1/4" 0 0 6" 12.1 fps 26.3 26.3 25.3 12 0.23 gpm/sq ft 1.380" 1 0 610" 0.228 1.5 1.0 1.0 12 K = 5.60 55.8 120 40 0 616" 0" 0.0 25.3 24.3 60 REF 21 55.8 gpm PATH 7 K = 10.58 27.8 psi CURIO Drawing Date:8/30/95 8/30/95 13:56 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 8 FROM HYDRAULIC REFERENCE 19 TO 20 HEAD 19 27.7 1-1/4" 0 0 12'0" 6.0 fps 25.5 25.5 25.5 12 0.23 gpm/sq ft 1.380" 0 0 0" 0.063 0.8 0.0 1.0 12 K = 5.60 27.7 120 40 0 1210" 0" 0.0 25.5 24.5 60 HEAD 15 27.6 1-1/4" 0 0 6" 12.0 fps 26.3 26.3 25.3 12 0.23 gpm/sq ft 1.380" 1 0 610" 0.225 1.5 0.9 1.0 12 K ='5.60 55.4 120 40 0 616" 0" 0.0 25.3 24.3 60 REF 20 55.4 gpm PATH 8 K = 10.51 27.7 psi PATH 9 FROM HYDRAULIC REFERENCE 17 TO 24 HEAD 17 28.1 1-1/4" 0 0 1210" 6.1 fps 25.6 2,5.6 25.6 12 0.23 gpm/sq ft 1.380" 0 0 0" 0.064 0.8 0.0 0.3 12 K = 5.60 28.1 120 40 0 1210" 0" 0.0 25.6 25.3 24 HEAD 13 27.6 1-1/4" 0 0 6" 12.1 fps 26.3 26.3 25.4 12 0.23 gpm/sq ft 1.380" 1 0 610" 0.228 1.5 1.0 1.0 12 K = -5.60 55.8 120 40 0 616" 0" 0.0 25.4 24.4 60 REF 24 55.8 gpm PATH 9 K = 10.58 27.8 psi 140 120 100 80 C 60 40 20 KL- ,1uIl-CLU I-'I: 0J.0 TOTAL ELOW(GPM): 500 CURIO AREA #1 AT 50 G M HOSE ED SUPPLY 150 225 300 375 450 525 600 675 750 FLOW (GPM) BP101IO2 CITY OFISANFORD Land Master Sel,rtion By Street Address 9/ 1 2/95 14:25:49 Type options,.press Enter. 1=Select 5=View detail Opt Street address Owner 184 TOWNE CENTER Ck-Vg97.s0 7//s/?5-A2602-SUN COAST MOTION PIC 185 TOWNE CENTER CR 186 TOWNE CENTER CR 187 TOWNE CENTER CR:5(5/87.so RAVE - 188 TOWNE CENTER CR$e/8'7.5'o 7/13/9_S& 2q9V LITTMAN JEWELER'S 189 TOWNE CENTER CR UNITED ARTISTS'' 190 TOWNE CENTER CR none.44 HEEL AND SEW 191 TOWNE CENTER CR SEMINOLE TOWNE CENTE 192 TOWNE CENTER CR POLICE SUB -STATION 193. TOWNE CENTER CR1 /i37.so 7/zsl9s 25/8 HAIR PLUS 196 TOWNE CENTER CR E 199 A TOWNE CENTER CR 199 B TOWNE CENTER CR 199 C TOWNE CENTER CR S 199 D TOWNE CENTER CR F3=Exit F12=Cancel 07-04 SA BP101IO2 MW KS IM II S1 AO KB CITY OF SA FORD Land Master, Selection By Street Address 9/ 12/95 14:26:49 Type options, press Enter. 1=Select 5=View detail Opt Street address Owner, 199 E TOWNE CENTER CR c4144 ° T^W"'L GE++T-E 199 F TOWNE CENTER CR 199 G TOWNE CENTER CR S 199 H TOWNE CENTER CR TOWNE t+c"ISiiJL1111\ Vc9 "T.OWN Trr 2 0 0 5 nce 8 TOWNE CENTER CR Aso 5 4/45 23zS Pd-Pi{6 TAWAI E-G4EN-i`f 201 TOWNE CENTER CR GALA ROOM F-16 202 TOWNE CENTER CRIW.5'o 7/z5/qs#2517 FLETCHERS MUSIC 203 TOWNE CENTER CR92437.so 2t/65VISION_ WORKS 204 TOWNE CR nSoNof D0 - - CURIO ARTS J' 206. TOWNE CENTER CENTER "'CR8-77S_ r//Z s 2523- CHAMPS, . j 207 TOWNE CENTER CR514(8T.5o V/5/95* 2s43 FINISH LINE 210 TOWNE CENTER CRNouE boa STOCKDALE 211 TOWNE CENTER CRK(g Z so 9/221ts4 2s49 JAN' S HALLMARK 212 TOWNE CENTER CR oovo"c SUCCESSORIES w 213 TOWNE CENTER CR BRICKLEY & COMPANY + F3=Exit F12=Cancel 07-04' SA MW KS IM II S1 AO KB FROM THE CITY BUII,OING OFFICTAY• September 12, 1995 TO: All Concerned Departments FROM: Gary Winn, Building Official,L_ SUBJECT: Issuance of Certificate of -Occupancy for the Build Out of Interior of Mall and Interior Local Stores The undersigned have agreed to approve the issuance of the Certificate of Occupancy for all interior local stores and the Mall area itself. Engineering Zoning 'eS o\ Public Work Utilities C#,fal( ow f4_1 A97' 7C-- GW/ar APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA DATE `i J To the Building Official: i PERMIT NO. i I The undersigned hereby applies for a permit for the following described work: OWNER ADDRES NATURE LEGAL DESCRIPTION 5 W/1 ia_6 T W11716 0_ I 1 APPLICANT'S NAME APPLICANT'S ADDRESS APPLICANT'S PHONE NUMBER 9 3 VALUATION dlkoa, ©v FEE FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS Building Qrfficial I certify that the above infor- mation is true and correct and that I will comply with all applicable codes and ordinances of the City of Sa%ford, FL. Applicant's Signature State No. SIMON PROPER Y< GROUP' September 1, 1995 United Studios Sign Group Julie McAfee 2120 North County Road 427 Longwood, FL 32750 Re: Permits for Various Tenant Signage A. Dear Ms. McAfee, This letter shall serve as authorization for United Studios Sign Group to fabricate and install signage for the following tenants per the attached prints: A. The Card Shack:, 4 B. Curio C. Historic FamilieSA, D. Calido Chili Traders E. Oh Nuts F. Acme Caps G. Mighty Mites S gned imon Propert Group Sworn to and subscribed before me t day of ' , 1995, npersoal y.._appeared---before-'me— -, 67- Lk T who is r nallyknoroducedavaliddriverslicense. Notary Public(` L Seal) My commission expires: PkC SUSAN YOUNG My Comm Exp. 3/0519.9 Bonded By Service Ins No. CC443320 Personnliy Known (9 Ma L D. _ ORANGE PARK MALL 1910 WELLS ROAD ORANGE PARK, FLORIDA 32073,1 904-269-2422 q n Description DesignJobrfcate and Install one (1) single faced ID sign to read: 'CURIO' with triple embossed copy pained Metallic Gold on second surface. Copy to have 114' White outline at background level. Background is painted Gloss Black. 'U' channel installed as top retainer. Double aluminum angle provides bottom and side closure. Alf retainers and hardware is painted gloss Black r r 26.7Y OAWIIDO 1 WALLENTRANCE 37' Q 7 R.R. 1017 988 JIYS J 143• q,3C 0 .? 25.46' J 2295 U-L WALL PANDA EXPRESS 58ARRO 60.5' SO' a S.C. 3(r p SUBWAY o o CAJUNCAFE o SPRINKLER EL ROOM HVAC DUCT 600 VIVA NATURES J.C. P E N N E Ya ---TACO III II EIIT OOZ'21DOR 4 zbr 600 TAB E 600 S • CLOSET Y Ems' asr RAWCFWCO'Sr CAFE ROCU UPPER LEVEL Coww ROOM 0 SARKU 600 mJAPAN C 2r i u JWITOR N 598 INFO. 598 BROOKSTONE FOOT- LA1- FLETCHER ENTER 585 QQ u aOSET WHAT A wORL2D4• ` YUS)CLANDn AERO_ pOSTALi b (D 777 goofli CHIC-FTL-A CRFAT a pOTAT O 774 R LOCKER RENTLEYS RAW ANDOMP KAY RIEDWANS 1a• CFWAPS T3tgm O W 3S.g H N pH Y CREAT AAI. COOKIES t J J Q 3657 3120 LUGC7 O 2070 4 O 1367 s 1315 O 1558 1t70 T 26b4 t 5492 4109 1812 903 1327 2907 75511 3550 3213 EiARNIES 700 Cvm j 35 22. 54 1 1993' 34.51 Ms M49' 37A3'• 525 5• 762 2- T 591 l9. 7 20' 43.Y 30' 3T • 27.9'• 2T 32' 30' 35' • 33.a•• t2. Y 21. t' N SU? 4 SS HUT SUCCESSORIES ANNES S F KitY CO. T,S 30. 6' 7.}• 49.1 • i tcT S-7-90253tE g. frO. 22 5 2D7•3. O COOO O 1441 M 440f 6248 6413 s O• j1,109 O• 4619 1411 1• 1312 O+ 1078- O 735 t 735 3763 4O" 3846 86 1817 2228 SHOES COUNTY SEATY LANE BRYANT WARNER EROS. 2 CROCOIX CAF< BA7N AND UWITFD EXPRESS - o UNITED 2 PROPOSED BUT wu j 27 PROPOSED HAILAURKz. FINISH LINEVISION WORKSS. I' OUC7' 13-r 800Y KORKSTOO E o JUNGLE i. 22.T RAJ1P NtC@ 30' a 21•1' 1 5• 1171 4788 - 5180 n21. 8' SAC N2n 10 20. 8' Z. HVA,^ RUBY TUESDAY r 48. 2' 23T 31.71 366' 20.' 9. R OUc0 N' S TOTS 9' ,' 1,.9 50.4' F- • i yL 18' f) UC I t9.8•`_' F1_ C. RCtI 1 ROOM PAPI I,N 00 4A UPPERLELE'tTR:-vCE - tfi LI D l K a'12 o 7 CT TO SCA—K ------------- C' \ ` = - —be,'S ,UBv—pff \ '-' ,-1 ' ,` Q __ — _ — / — f ,1/ f... r/ 11 I ..T—• Y \ ::_ ` \: `\ All, I. T, , Z:- d PARTIAL SITE PLAN ioo—v- CT I z! 00 71 Af, 77-* X 1 . 01 - - I -&& — TRACT 0 yrAm~mw 0r rxsiAc I 1 a g /-0. AK?A C rU7Z/,qr DEWL OPA.Z,VT AREA DIRECTION REF: 4,74; N sus RIDlloo-44 -< EVS761T V q, A ri CT 14 O (LIFT STA TXNV MACT) EXISTING WETLANDS TO Rf"41N CT I 5 TRACT 16 STORAMAMR A64M4GEAlEAT1 COWFFRM DOW ARE4) 5 TRACT 15J Z z z z (SMRMWER VOd-EACV, AREA) 9x DMECTION SIO CENT -lVT z Il IREF: AII.1/12N ER RAVCE ROAD z AtALVAC SM-Or TRACT 10 TRACT 9 174" c ( FURNE DEWU~Aq AI?LV Munh?f DfWL0PWNT AREA) Rkt SIGN UMENT SIGN I Al 1.1/1F: Al 1 1/9 E--4 t. L) a c z z 0 O a 0-4 E--4 E--4 a c L) W z U) CITY OF SANFORD, FLORIDA PERMIT NO. / -' DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNE' OIADDR ELEC. CONTR.-&(Ae, 1 Residential Non-r'e dentiaL— Subject to rules and regulations of the city and national electric codes. Numbor AMOUNT Alteration Addition Repair Change f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101-200 AMP Service 201 Am a_nd above New Commercial p Service Application Fee I. I TOTAL II By signing this application I am stating I will he in compliance with the NEC including Article 110. Section 110-9 and 110-10. wilding Official Masfor Elo STATE COMPETENCY NO. e UNITED STUDIOS Sign Group 2120 North County Road 427, Longwood, FL 32750 Phone: 407-831-348.4 Fax: 407-831-3272 POWER OF ATTORNEY Date: I hereby name and appoint of United Studies Sign Group to be my±24. n IMI-fulattorney in fact and to act for 'me and apply to for Sto sign my name and do all things necessary to secure a permit for the property listed below. Job Name_and Address: Bruce Warner License Num r: ER0007104 Acknowledge: Sworn to and subscribed before me this. G day of 1995 personally appeared before nie Bruce 'r iraer who is pclsonaill' known. Not Public 4 curiirriission expires: A. e` -,olary rublic, state of Florida JULIE McAFEE My Comm. Exp Feb.16. 1996 Coinm. No. CC 180787 2 j CITY OF SANFORD, FLORIDA PERMIT NO. qg( DATE " 8/28/95 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S N Curio Arts c/o Melvin Simon Assoc. Toi-me Center MallADDRESSOFJOB-- MECHANICAL CONTR. RESIDENT IAL..__..—_._COMMERCIAL xx St,bjeci to rules and regulations of Sanford mechanical code. NATURE OF WORK — DuCttiJOri{-------- -- i---- -..- — -- -- — — - -- Number AMOUNT FUEL MOTOR H.P. B.T._U INPUT---..-. --.OUTPUT--- CrD VALUATION 4 r 800.00 - ._— — ---.-- z' 0C APPLICATION FEE I 10 Oq I TOTAL J Master Mechanical — William R. Ellis COMPETENCY CARD NOUM CC Z01 8 I SIMON j' 5 a September 13, 1995 A Bob Casper City of Sanford Seminole,Towne Ce r tear nests T.C.O.'s for the following stores: Space: K5`J Stockdale Technologies Space: K3 t Historic Families Space: N 2 B Card Shack Space: 1-2 Caledo Chili Space: N2A1 Winddancer Space: Fill 1A F, F Seminole Towne Center Management yyyy r 5'..: - yr t 1 nr'M v7 T tr f 4 kti.- l MERCHANTS PLAZA POST OFFICE [SOX 7033- INDIANAPOLIS, INDIANAi 4G207x, 317 6 G160 ' W