Loading...
HomeMy WebLinkAbout152 Towne Center Cir - 95-001974 (1995) (TALBOTS) (INTERIOR BUILDOUT) DOCUMENTSSUBDIVISION: / J( O-' e' ' r / h ZONE DATE CONTRACTOR ADDRESS ((' nrYlv c PHONE # L 5 C l ' Zo LOCATION G V I s- OWNER ADDRESS PERMIT* # Q S COST $ C, ( 1 ) oc FEE $ STATE NO. PHONE # PLUMBING CONTRACTOR PCIIILIIOQLIAf FEE $,6 ADDRESS PHONE # ELECTRICAL CONTRACTOR Q3--t-bltL F-Qs) FEE $ - ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (_Y) FINISHED FLOOR ELEVATION REQUIREMENTS () ARCH I ECTURAL .APPROVAL DATE: FEE $ Gjb/ c 11--e G LOT NO. BLOCK: SECTION: SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS ITYPEDATEOKREJECTBY FEE $ ENERGY SECT. _ CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE 9L(9/ LU BP101IO2 CITY OF SANFORD Land Master, Selection By Street Address 9/12/95 14:24:21 Type options, press Enter,. 1=Select 5=View detail Opt Street address Owner, 136 TOWNE CENTER CR$975 11/5/95 - a 98 GAP, STORE 137 TOWNE CENTER CR 140 141 TOWNE TOWNS CENTER CENTER CR CR9B12.S0 '7 /o/g5-02LISiS GAP KIDS MAYOR JEWELER$ 150 TOWNE CENTER CR%(/87.5 '7/71is0,25/99 NI'W,E WEST TOWNE TOWNS CENTER CENTER CR CR9/2 5_qTALBOTS152 jF155 TOWNE CENTERF_CRX/95D 8/ /4i9 2s51/ TBARNIE'S COFFEE & TE 156 TOWNE CENTER CRC//37,s'o S/O/9S025S4, BODY SHOP 157 TOWNE CENTER CR$3/z,s0 7/u/gso2y90 GOQ.IVA V 159 TOWNE CENTER CRg97S Z/r;)/qs.# 2349 VICTORIA SECRETS 160 TOWNE CENTER CRSeB'i2,5o 6/2z/45#t 2.4G7- LERNERS DEPT STORE 161 TOWNE CENTER CRNotiE DuE PIERCING PAGODA 164 TOWNE CENTER CR SEMINOLE,TOWNE CENTE 165 TOWNE CENTER CRJ`97S -9/r6/95# 2553 AMERICAN EAGLE OUTFI + F3=Exit F12=Cancel 07-04 SA MW KS IM II S1 AO KB BP101IO2 CITY OF SANFORD 9/12/95 Land Master- Selection By Street Address 14:25:06 Type options, press Enter. 1=Select 5=View detail Oat Street address Owner 166 TOWNE CENTER CRIVS7.5'o 2544J RIGGINS 167 TOWNE CENTER CRXS/87.S"o 6/36/95s= 24So BOMBAY CO 168 TOWNE CENTER CR;e975' 6/27/gs,4- 246,7 LADY FOOT .LOCKER 169 TOWNE CENTER CR NOME DUE SUNGLASS HUT (KIOSK) 170 TOWNE CENTER CRO6,50 8/ic-fvs-it- 2562 GARDEN BOTANIKIA 1.71 TOWNE CENTER CRX07,510 7/3//95-it25J7 CARLTON CARDS 173 TOWNE CENTER CRXfPS0 7/31/9str252,0 GYMBOREE STORE 175 TOWNE CENTER CR V32-s 917/9s$ 2e487 A SHOP CALLED MANGO 176 TOWNE CENTER CR >. SEMINOLE TOWNE CENTE 177 TOWNE CENTER CRC( S0 S iolSsA4 zSS2 PETITE —SOPHISTICATES j 179 TOWNE CENTER CRg32S 256s- PATCHINGTON V 180 TOWNE CENTER CR 14 T", E TF\IJ" nth' wIC 181 TOWNE CENTER CR 182 TOWNE CENTER CR('/87,S'o 7/2,110ra25/2 G N C 183 TOWNE CENTER CR NoN e DuE LETS TALK CELLULAR F3= Exit F12=Cancel 07- 04 SA MW KS IM II S1 AO KB i 1. FROM THE CITY BUILDING OFFICIAL September 12, 1995 TO: All Concerned Departments FROM: Gary Winn, Building Official, 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 nno- eS o Public Work Utilities Gy/ch o. GW/ar CITY OF SANFORD FIRE:DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: s` PERMIT #: (b - C.e'/7'7 BUSINESS NAME:. /A XL> 775 ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ ?'6 COMMENTS:nST.,` c/ h 06v 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. Sanford 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 S nford, Florida. At AppoNgants Si ature September 12, 1995 / J City of Sanford. '71orids Uil 1r+ L 37c,trrFnt To whc,n it .'lily cunL^ril: Please accept this letter as assurance that up n recaipt of a tempc•rar;-- Certificate of Occupancy issued by the City of Sanford, Florida. Talbcts will only utilize their lease space at Sanford Towne Center for stocking of rnerchr:i di ;e and training of sales associates while waiting or the rnAl to b:: -:sued its final Certificate of Occupancy. TalbWs will not and canv,r , );e,'i the store to the public until the mall is open to the pubiii,. This -,•aonot occur until the issuance of the final Certificate of Occupe ncy for tr-e mall by the City of Sanford. Sinus ; 'y, t Robei t Bedard, Projel0- Manger, Store Planning and Design 175 BEAL 8'rREET HINGHAM, MASSAC:HUSHI 7'S 02043 (617) 74A7600 CITY OF SANFORD, FLORIDA APPLICATION --=FOR BUILDING.PERMIT PERMIT ADDRESS 152 TOWNE CENTER CIRCLE PERMIT NUMBER / s ca H b U 7 0 a a 0 Total Contract Price of Job $90 $4500.00 Total Sq. Ft. Describe Work INSTALLING AUTOMATIC FIRE SP MTER SYSTEM Type of Construction AUTOMATIC FIRE SPRINKLERS Flood Prone (YES) (NO) Number of Stories Number of Dwellings Zoning Occupancy: Residential Commercial x Industrial LEGAL DESCRIPTION TAX I.D. NUMBER OWNER SIMON ADDRESS PO BO PARCEL please attach printout from Seminole Count 29-19-20-5LW-01-00-00.00i7 CITY INDIANAROLIS STATE TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY MORTGAGE LENDER ADDRESS CITY STATE STATE STATE PHONE NUMBER ZIP ZIP ZIP ZIP ZIP CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS, INC. PHONE NUMBER 656-3030 ADDRESS 222 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 WIiL:-NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. k***,k****,k* H 0 Z C D O 5 m n a o h Signature of Owner/Agent & Date Signature of Contractor & Date o nQJ K RANDALL D. ALMOND 7-17-95 Type or Print Owner/Agent Name Type or Print Contractor's Name d x a a 3 0 r. Z U1 r-I ro w 1 r r o 4 o ro w N 4J 14 04 0 W > Z a h D ' 7 -17 - 95 O b Signature of Notary & Date Signature of Notary & Date Official Seal) aF b _ f telly Comm . 5109199 v iN OTAY Fi a > Bonded By Service IN 00p1,". Io. CC461401 P..Wly Know ( ] f 6K I Df O 1 i Application Approv. Date: FEES: Building Rado Police ire V/ D I Open Space Roa/ Impact Application ( H PERMIT VALIDATION: CHECK C/ CASH DATE r S BY C7 ORIGINAL (BUILDING) YELLOW CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 9 THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE i. La Vlo urawing Date:'7/15/95 HYDRAULIC DESIGN INFORMATION SHEET 7/17/95 11:39 Job Name: TALBOTS Location: 259 TOWNE CENTER CIRCLE SANFORD FL Drawing Date: 7/15/95 Contractor: U.S. DESIGN & CONST. P.O. BOX 440577 HOUSTON TX Designer: LOUIS P. Calculated By:SprinkCALC CSC Systems & Design Construction: SPRINKLER SYSTEM Reviewing Authorities:SANFORD Remote Area Number: 1 Telephone:1-407-324-8010 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: Area per Sprinkler 130 sq ftj Size:1/2" K-Factor: 5.60HoseAllowanceInside250gpmTemperatureRating:162HoseAllowanceOutside0gpm CALCULATION SUMMARY gpm Required: 722.1 psi Required: 35.6 @ WATER SUPPLY Water Flow Test Pump Data Tank or ReservoirDateofTest6-7-95 Rated Capacity 0 gpm Capacity 0 gpmStaticPressure71.0 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 116 Gallons Notes: F '11-7 95" 1'L LriV'1' urawing vase:'//15/95 7/17/95 11:39 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 467 30.1 psi1Pipe4" 10 166' 120 4.260 467 8.0 2 4" Grvd 90 Ell 10' 120 4.000 467 1.3 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 467 0.6 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 467 0.8 2 8" Fingd Gate Valve CENTRAL Model " 4' 120 8.000 467 0.0 2 8" Fingd Check Valve Model "CENTRAL 0' 0 8.000 467 0.0 Fixed Flow INSIDE HOSE 250 gpm Fixed Flow BACKFLOW 5 gpm Elevation Change -12'0" 5.2 Total Loss for 5.5 psi Required at 722 35.6 psi Water Source 71.0 psi static, 52.0 psi residual @ 1340 gpm 722 gpm 64.9 psi SAFETY PRESSURE 29.3 psi Available Pressure of 64.9 psi Exceeds Required Pressure of 35.6 psi This is a safety margin of 29.3 psi or 82 % of Supply Maximum Water Velocity is 17.3 fps 1't!L t5 V'1' S drawing uate:'1/15/95 7/17/95 LEGEND 11:39 HYD REF K FACTOR SIZE ID C TYPE FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe 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. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)'1.85 / ID-4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. 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 urawing vale: i/i5/9b 7/17/95 11:39 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 21 TO 22 (SUPPLY - DRAWING REF. "W") HEAD 21 18.4 1" 0 0 812" 6.9 fps 9.6 9.6 9.6 54 0.20 gpm/sq ft 1.049" 1 0 510" 0.112 1.5 0.0 1.2 54 K = 5.60 18.4 120 40 0 1312" 0" 0.0 9.6 10.8 24 REF 39 18.9 1-1/4" 0 0 913" 8.1 fps 11.0 11.0 PATH 2 1.380" 0 0 0" 0.109 1.0 0.0 K = 5.70 37.3 120 40 0 913" 0" 0.0 11.0 REF 37 38.8 1-1/4" 0 0 12'4" 16.5 fps 12.0 12.0 PATH 4 AND 3 1.380" 0 0 0" 0.405 5.0 0.0 K =11.17 76.1 120 40 0 1214" 0" 0.0 12.0 REF 34 21.5 1-1/2" 0 0 13'10" 15.5 fps 17.0 17.0 PATH 5 1.610" 0 0 0" 0.303 4.2 1.6 K = 5.48 97.6 120 40 0 13110" 0" 0.0 15.4 REF 29 25.3 2" 0 0 6'9" 11.9 fps 21.2 21.2 PATH 12 2.0671,' 0 0 0" 0.138 0.9 0.9 K = 5.62 122.9 120 40 0 619" 0" 0.0 20.3 HEAD 5 25.5 2" 0 0 8'0" 14.3 fps 22.2 22.2 20.8 54 0.28 gpm/sq ft 2.067" 0 0 0" 0.195 1.6 1.4 0.0 54 K = 5.60 148.5 120 40 0 810" 0" 0.0 20.8 20.8 60 HEAD 1 26.1 2" 0 0 10" 16.9 fps 23.7 23.7 21.8 54 0.28 gpm/sq ft 2.067" 1 0 1010" 0.264 2.9 1.9 0.1 54 K = 5.60 174.6 120 40 0 10'10" 0" 0.0 21.8 21.8 60 REF 24 146.2 4" 0 0 1212" 7.3 fps 26.9 26.9 PATH 7 4.260" 0 0 0" 0.024 0.3 0.4 K =28.17 320.8 120 10 0 1212" 0" 0.0 26.6 REF 25 146.3 4" 0 0 40'5" 10.6 fps 27.2 27.2 PATH 6 4.260" 1 0 2010" 0.048 2.9 0.7 K =28.44 467.1 120 10 0 6015" 0" 0.0 26.5 REF 22 467.1 gpm PATH 1 K = 85.12 30.1 psi rr t rsur drawing Date:-//15/y5 7/17/95 11:39 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 20 TO 39 HEAD 20 18.9 1" 0 0 1'10" 7.1 fps 10.2 10.2 10.2 -54 0.21 gpm/sq ft 1.049" 1 0 510" 0.117 0.8 0.0 -1.2 54 K = 5.60 18.9 120 40 0 6110" 0" 0.0 10.2 11.4 24 REF 39 18.9 gpm PATH 2 K = 5.70 11.0 psi PATH 3 FROM HYDRAULIC REFERENCE 18 TO 37 HEAD 18 19.1 1" 0 0 812" 7.2 fps 10.5 10.5 10.5 54-- 0.21 gpm/sq ft 1.049" 1 0 510" 0.120 1.6 0.0 1.2 54 K = 5.60 19.1 120 40 0 1312" 0" 0.0 10.5 11.6 24 REF 37 19.1 gpm PATH 3 K = 5.51 PATH 4 FROM HYDRAULIC REFERENCE 17 TO 37 12.0 psi HEAD 17 19.6 1" 0 0 1'10" 7.4 fps 11.2 11.2 11.2 -54 0.21 gpm/sq ft 1.049" 1 0 510" 0.126 0.9 0.0 -1.1 54 K = 5.60 19.6 120 40 0 6110" 0" 0.0 11.2 12.3 24 REF 37 19.6 gpm PATH 4 K = 5.66 12.0 psi PATH 5 FROM HYDRAULIC REFERENCE 13 TO 34 HEAD 13 21.5 1" 0 0 5110" 8.1 fps 13.8 13.8 13.8 54 0.51 gpm/sq ft 1.049" 1 0 510" 0.149 1.6 0.0 1.0 54 K = 5.60 21.5 120 40 0 10'10" 0" 0.0 13.8 14.8 24 REF 34 21.5 gpm PATH 5 K = 5.48 15.4 psi 1 n,l.,DV1J Drawing Date:'//15/95 7/17/95 11:39 REMOTE AREA ## 1 FLOW # OF GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PAGE 3 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 6 FROM HYDRAULIC REFERENCE 14 TO 25 HEAD 14 22.9 1" 0 0 712" 8.6 fps 15.9 15.9 15.9 540.21 gpm/sq ft 1.049" 0 0 0" 0.168 1.2 0.0 0.9 54K = 5.60 22.9 120 40 0 712" 0" 0.0 15.9 16.8 24 HEAD 15 22.2 1" 1 0 9" 16.9 fps 17.1 17.1 15.2 54 0.31 gpm/sq ft 1.049" 0 0 210" 0.586 1.6 1.9 0.5 54K = 5.60 45.1 120 40 0 219" 0" 0.0 15.2 15.7 60 htl` J5 1-1/4" 0 0 41511 9.8 fps 18.7 1.380" 0 0 0" 0.154 0.7 45.1 120 40 0 415" 0" 0.0 HEAD 12 23.9 1-1/4" 0 0 116" 14.9 fps 19.4 19.4 17.9 -540.32 gpm/sq ft 1.380" 0 0 0" 0.338 0.5 1.5 -0.2 54K = 5.60 69.0 120 40 0 116" 0" 0.0 17.9 18.2 60 REF 32 1-1/2" 0 0 6'4" 11.0 fps 19.9 1.610" 0 0 0" 0.160 1.0 69.0 120 40 0 6-14" 0" 0.0 NEE J0 24.7 1-1/2" 0 0 818" 14.9 fps 20.9 20.9 PATH 9 1.610" 0 0 0" 0.281 2.4 1.5 K = 5.60 93.7 120 40 0 818" 0" 0.0 19.5 REF 28 26.2 2" 0 0 810" 11.6 fps 23.4 23.4 PATH 14 2.067" 0 0 0" 0.131 1.1 0.9K = 5.52 119.8 120 40 0 810" 0" 0.0 22.5 REF 26 26.5 2" 0 0 10" 14.1 fps 24.4 24.4 PATH 15 2.067" 1 0 10'0" 0.190 2.1 1.3 K = 5.51 146.3 120 40 0 10'10" 0" 0.0 23.1 NEE 25 146.3.gpm PATH 6 K = 28.44 26.5 psi 1 L LDVIL7 Lrawing Uate:-//1`J/9b 7/17/95 11:39 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 PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS PATH 7 FROM HYDRAULIC REFERENCE 4 TO 24 HEAD 4 23.5 1" 0 0 5111" 8.8 fps 16.8 16.8 16.8 54 0.22 gpm/sq ft 1.049" 0 0 0" 0.175 1.0 0.0 0.8 54K = 5.60 23.5 120 40 0 5111" 0" 0.0 16.8 17.6 24 HEAD 3 22.6 1" 0 0 4'0" 17.3 fps 17.8 17.8 15.8 54 0.31 gpm/sq ft 1.049" 1 0 5'0" 0.609 5.5 2.0 0.4 54 K = 5.60 46.1 120 40 0 910" 0" 0.0 15.8 16.3 60 REF 27 100.1 2" 0 0 1'8" 14.1 fps 24.6 24.6 PATH 8 2.067" 1 0 1010" 0.190 2.2 1.3 K =20.17 146.2 120 40 0 1118" 0" 0.0 23.3 REF 23 4" 0 0 1317" 3.3 fps 26.8 4.260" 0 0 0" 0.006 0.1 146.2 120 10 0 1317" 0" 0.0 REF 24 146.2 gpm PATH 7 K = 28.17 26.9 psi PATH 8 FROM HYDRAULIC REFERENCE 16 TO 27 HEAD 16 24.5 1" 0 0 3" 9.2 fps 18.4 18.4 18.4 54 0.21 gpm/sq ft 1.049" 1 0 510" 0.190 1.0 0.0 0.7 54 K = 5.60 24.5 120 40 0 513" 0" 0.0 18.4 19.2 24 REF 36 24.9 1-1/4" 0 0 10'9" 10.7 fps 20.2 20.2 PATH 10 1.380" 0 0 0" 0.182 2.0 0.8 K = 5.53 49.4 120 40 0 1019" 0" 0.0 19.4 REF 33 25.5 1-1/2" 0 0 313" 11.9 fps 22.2 22.2 PATH 13 1.610" 0 0 0" 0.186 0.6 0.9 K = 5.54 74.9 120 40 0 313" 0" 0.0 21.2 REF 31 25.2 2" 0 0 19'11" 9.7 fps 22.8 22.8 PATH 11 2.067" 0 0 0" 0.094 1.9 0.6 K = 5.35 100.1 120 40 0 19'11" 0" 0.0 22.1 REF 27 100.1 gpm PATH 8 K = 20.17 24.6 psi 1 CfLDV1J Lrawing Late r//15/9b 7/17/98 11:39 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 9 FROM HYDRAULIC REFERENCE 8 TO 30 HEAD 8 24.7 1-1/4" 0 0 7111" 5.4 fps 18.8 18.8 18.8 -54 0.30 gpm/sq ft 1.380" 1 0 610" 0.051 0.7 0.0 -0.7 54 K = 5.60 24.7 120 40 0 13'11" 0" 0.0 18.8 19.5 24 REF 30 24.7 gpm PATH 9 K = 5.60 19.5 psi PATH 10 FROM HYDRAULIC REFERENCE 19 TO 36 HEAD 19 24.9 1" 1 0 3" 9.3 fps 19.0 19.0 19.0 54 0.21 gpm/sq ft 1.049" 0 0 210" 0.195 0.4 0.0 0.7 54 K = .5.60 24.9 120 40 0 213" 0" 0.0 19.0 19.7 24 REF 38 1-1/4" 0 0 1410" 5.4 fps 19.5 1.380" 0 0 0" 0.051 0.7 24.9 120 40 0 1410" 0" 0.0 REF 36 24.9 gpm PATH 10 K = 5.53 20.2 psi PATH 11 FROM HYDRAULIC REFERENCE 10 TO 31 HEAD 10 25.2 1" 0 0 7110" 9.4 fps 19.6 19.6 19.6 54 0.52 gpm/sq ft 1.049" 1 0 510" 0.199 2.6 0.0 0.7 54 K = 5.60 25.2 120 40 0 12'10" 0" 0.0 19.6 20.2 24 REF 31 25.2 gpm PATH 11 K = 5.35 22.1 psi PATH 12 FROM HYDRAULIC REFERENCE 7 TO 29 HEAD 7 25.3 1-1/4" 0 0 316" 5.5 fps 19.8 19.8 19.8 54 0.30 gpm/sq ft 1.380" 1 0 6'0" 0.053 0.5 0.0 0.6 54 K = 5.60 25.3 120 40 0 916" 0" 0.0 19.8 20.4 24 REF 29 25.3 gpm PATH 12 K = 5.62 20.3 psi 1 ra.LDV1J Lrawing vaLe:i/15/Vb 7/17/95 11:39 REMOTE AREA #1 PAGE 6 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 13 FROM HYDRAULIC REFERENCE 11 TO 33 HEAD 11 25.5 1" 0 0 3" 9.6 fps 20.1 20.1 20.1 54 1.59 gpm/sq ft 1.049" 1 0 510" 0.204 1.1 0.0 0.6 54 K = 5.60 25.5 120 40 0 513" 0" 0.0 20.1 20.8 24 REF 33 25.5 gpm PATH 13 K = 5.54 21.2 psi PATH 14 FROM HYDRAULIC REFERENCE 6 TO 28 HEAD 6 26.2 1" 0 0 9" 9.8 fps 21.3 21.3 21.3 54 0.28 gpm/sq ft 1.049" 1 0 510" 0.214 1.2 0.0 0.6 54 K =.5.60 26.2 120 40 0 519" 0" 0.0 21.3 21.8 24 REF 28 26.2 gpm PATH 14 K = 5.52 22.5 psi PATH 15 FROM HYDRAULIC REFERENCE 2 TO 26 HEAD 2 26.5 1" 0 0 9" 9.9 fps 21.8 21.8 21.8 54 0.29 gpm/sq ft 1.049" 1 0 510" 0.219 1.2 0.0 0.5 54 K = 5.60 26.5 120 40 0 519" 0" 0.0 21.8 22.4 24 REF 26 26.5 gpm PATH 15 K = 5.51 23.1 psi 140 120 1 00. W• C 60 GSe] 20 REQUIRED PSI: 35.6 TOTAL FLOW(GPM): 722 TA.LBOTS AREA #1 AT SUPPLY 250 G M HOSE n C -7 C)v D 600 675 FLOW (GPM) 5U CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE it: 407-322-4952 DATE: ? PERMIT #: BUSIN SS NAME:jg ADDRESS: / S2 y (:fe,-,Ter G> PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM 19 C 7 AMOUNT $ J COMMENTS: /!-5 j/ ,o r, Y % / ' S 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. 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. tel f AFWe Prevention plicrt9 tp ture 1 06ITY OF SANFORD, FLORIDA AP CATION FOR BUILDING PERMIT vine C( -t- PERMIT ADDRESS VnIngle, Total Contract Price of Job 01 rj ji OHO Describe Work R i'L i-y PERMIT NUMBER Total Sq. Ft. ZI3-17,C% Type of Construction Ty 1 Flood Prone (YES) (NO) Number of Stories dhG Number of Dwellings Zoning Occupancy: Residential Commercial _ Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER _ ADDRESS PHONE NUMBER G/ % - 7y/ - Z/7SZ CITY /s `jp q STATE ZIP Ox/,V 3 TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS CITY 28G Goha..+t s.S f MORTGAGE LENDER ADDRESS CITY STATE ZIP ZIP a STATE /Clq ZIP Q,22/4C,7 STATE ZIP CONTRACTOR , 1L 1 _ 4_ LUS7r- PHONE NUMBER-413-%3 90 0 ADDRESS O -v r" S ST. LICENSE NUMBER CITY maw TO. STATE R-ms ZIP 3. 04z, 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. ro Z m 0 a o n , Sigp ture of Owner/Agent & Date ureContractor & Darte SiT-Tf0 0) 1< i 0 1/'ib/V/% l /f S Type or Print Owner/Agent Name Type Prin o t, t is Name d x 1 a a 3 O z o N H 0 w r. C 0 14 O a V) o 4J s4 04 0 a >1 Z a H 6- 6- Signature of Notary & Date Official Sga ) u+, CN+n n e /ab b/f 19 o cu b t L gn( ature e I tj r E OF OT RYp a+p/ uppp pISIC 'STATE OF N # CC13286 IDA t ` COMMIS yiES: August 4, i995 Application Approved BY: Date: FEES:, Building &5:5,Q Radon Police Fire Open Space Road Impact pplic tC,ionn,.(QJ(% PERMIT VALIDATION: CHECK CASH DATE ^B ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE lB e r B y e r Ai' s s ®C i a. e s, n e. Letter of Transmittal 286 Congress Street ,lob Number: 95033 Boston, MA 0221.0 617) 542-1.025 fax: (617) 338-6897 Date: June 6, 1995 To: FIRE MARSHALL Attn: Richard Cohen 1300 Central Park RD. Re: Talbots Missy # 350 Sanford FL 32773 Sanford FL 407) 324-0868 WE ARE SENDING YOUZ Attached Under separate cover vieFED EX the following items: QTY (TYPE{1 NUMBER I DATE I DESCRIPTION ACf TIpNI 1 A Application for Building Permit 2 B SET 5/19/95 Set of 20 Contract Documents - Signed and Sealed Original Copy / Print Reproducible Electronic Media Submittal Return Submittal Forward Other Remarks: Copy to For Approval For Your Use As Requested For Review & Comment No Exceptions Make Corrections Noted Revise & Resubmit Rejected Other / See Remarks Below Signed: Ray Mitrano If enclosures are not as noted, kindly notify us at once. CITE' OF SANFORD BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE June 12,1995 Bergmeyer Associates, Inc. 286 Congress St. Boston, MA. 02210 RE: Talbots 152 Seminole Towne Circle Sanford, Fl. During a plans review that I performed on the above plans I found the following violations. 1) Electrical master disconnect required. 2) MC cable not allowed in enclosed areas.. 3) Does not meet minimum plumbing fixture requirements 4) 3 sets of plans required. The above set of plans are REJ• Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst T r- CITY OF SANFORD. FLORIDA PERMIT NO. "I` ( DATE 7^ `0 I THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER'S NAMET,/J ADDRESS OF JOB li6 'c lowti r 1-11 I PLUMBING CONTR.fNa wouiert Res. _ Comm. Subject to rules and regulations of Sanford plumbing code. Residential: Numbs Amount I Alteration, Addition, Repair j I New Residential: One Water Closet Additional Water Closet Commercial: I Fixtures. Floor Drain, Trap Sewerr - — Water Piping Gas Piping rFactory-built housing Mobile Home I Application Fee i Minimum Commercial Permit: _ $25. oo Total Mn4a Plumber /% COMPETENCY CARD NO CITY OF SANFORD, FLORIDA PERMIT NO. DATE • f THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWINGELECTRICAL WORK; OWNER'S NAM © a ADDRESS OF JO ELEC. CONTR5+Ck—t Residential Non-residential/ Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change of Service Residential Commercial Mobile Home Factory Built Housing I New Residential 0-100 Amp Service 101-200 Amp Service j 201 Amp and above I U New Commercial Amp Service d Application.Fee I Q TOTAL^^ I By signing this application lam stating I will be in compliance with the NEC including Article 110, Section 119 9 and 110 10. Building Official Iles er Cleclrician STATE COMPETENCY NO. CITY QF SAAFORD, FLORIDA A PERMIT NO. DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAMEkk- 67? 5 ADDRESS OF JOB ,'D2 CEM\(\Ok.:F— 1 UVJK E ELEC. CONTR. SKA9 k_T R"den+ial Non-residen+iaL-X— f Z Subject to rules and regu a+ions_o e cQity and national electric codes. Number AMOUNT Alteration Addition Repair I Chan e of Service Residential Commercial I Mobile Home Factory Built Housingj New Residential 0-100 Amp Service 101- 200 Amp Service 201 Amp and above New Commercial Amp Service Application. Fee I I TOTAL By signing this app> lic tion I am stating I will be in compliance with the NEC including Article 110, Section 110 9 and 110-10. 0% . 0 V4 54 zz! I Master Clectrician STATE COMPETENCY NO. ETODM94q CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES Gj PHONE #: 407-322-4952 DATE: PERMIT #: BUSINESS NAME: ADDRESS: PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM ca AMOUNT a COMMENTS: n . Sal/ s.ni s %P - 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. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the i City of Sanford, Florida. I Sanf r ire Prevention XDDlicants Signature 803South Orlando Avenue . Suite Winter Park, Florida 32789 September 13, 1995 Richard A. Cohen Sanford Fire Dept. 1303 S. French Ave. Sanford, Florida 32771 RE: TALBOT'S SEMINOLE TOWNE CENTER 152 SEMINOLE TOWNE CIRCLE Dear Richard: Aw* ADT requests approval to install a Focus 200 FACP eog connect it to the existing Simplex FACP for monitoring purposes. Please refer to the drawing for locations. Please contact me at 628-5050 with any questions. Sincerely, Melissa Lohman FOCUS' 200 The Next Generation a Security Systems INTRODUCTION I t The FOCUS®.200 is a UL Listed burglar and fire alarm system which provides individual point annunciation and customization features. The .system monitors 255 points of protection including burglar alarm, fire alarm, holdup alarm, supervisory and other types of points. Burglar alarm protection can be divided into eight separate groups, each with multiple opening and closing schedules. The system is controlled by entering a User ID Code on an English language interactive keypad. FOCUS 200 provides 99 individual User ID Codes to MAJOR FEATURES 255 Points Of Protection High Security SIM Chip Devices DES Encrypted Communication 99 Passcodes 16 Keypads 8 BA Groups 255 User Privilege Levels 500 Event Buffer Universal Communicator 4,000' RS-485 Bus Listed for Life Safety Meets ADA Requirements UL Listed FM Listed CSFM Listed ULC Listed maintain a high degree of security and an audit trail-of--the-most recent-500 events.- -The event buffer can be viewed on the keypad or UL609, U4I 1, UL63.6, UL864, output to a local printer. Unique to the UL1610, I 16FOCUS200isADT's exclusive Sensor Interface Module (SIM) technology which utilizes a microchip manufactured inside BY DESIGN p security and fire alarm devices. Each. of the 255 devices reports as a unique point. Each Specifically designed to meet the requirements device has a factory generated identification of Commercial, Banking, Retail and Industrial number on a microchip hermetically sealed customers, the FOCUS 200 provides inside the device. The FOCUS 200 polls each unparalleled features at a reasonable price. , device and only accepts those devices'" Modular in nature, the FOCUS 200 can cost - answering with the proper identification effectively meet the needs of a small branch number. Because the ID is sealed inside the bank with fewer than 20 points of protection or device and known only to the FOCUS 200, an expand to cover a 255-point factory or large extremely high degree of internal line security retail facility. is afforded, and device substitution prohibited. TECHNICAL SPECIFICATIONS Control Unit Cabinet Dimensions 13-3/4" W x 16-3/8" H x 3-7/8" D Color: Warm Brown 34.9cm x 41.6 cm x 9.8 cm) Control Unit Weight 12 lbs. (5.45 kg) Control Unit Electrical Power 120V, 60Hz, Class II (Primary) 16.5V, 60Hz, 50VA or 82VA (Secondary) Backup Battery 12VDC, 7AH Sealed lead -acid (1 or 2-6 wired in parallel for rating up to 42AH) harge Voltage to Battery (Fuse F3) Fuse: 3.75A, Solid -State Resettable Standby Battery Requirements 4 Hour( 7 AH Battery) 24 Hour (28 AH Battery) 80 Hour (42 AH Battery) Communication Options With FOCUS 200 DES Encryption via AC, RS-232, SNA/SDLC. Universal Communicator Single or Dual Line FSK Control Unit Power Output to RS-495 Bus 13.9V nominal. Maximum Current: 1000mA RS-485 Bus Fuses: (Fuse F 1 & F2) Fuses each: 1.85A, Solid -State Resettable Maximum Cable Runs Total RS-485 Bus: 4,000' Per Gateway Trunk: 1,000' Per Device to Trunk: 100' Sensor Interface Module (SIM) Maximum Line Resistance: 3K ohms Supervisory current: 0.2mA End -of -Line Resistor: 33K ohms, 5%, 1/2W Loop off -normal Retard: 800 mSec Point Interface Device (PID) Maximum Line Resistance: 900 ohms Supervisory current: 3mA End -of -Line Resistor: 3,010 ohms, 1%, 1/2 W Loop off -normal Retard: 800 mSec. Environmental Operating Temperature Range: 32' F (00 C) to 120' F (49' C) Auxiliary Relays RL-1 & RL-2 . SPDT, Contacts rated 2A @24 VAC or 24 VDC Relay RL-3 (Voltage output) Jumper selectable 12 VDC @ 200mA -- or -- 22VDC @ OmA rated 2A @ 24 VAC or 24 VDC Keypad 16 Maximum Operating Panel Dimensions 8"W x 3"H x 1-1/2" D Color: Off white body, gray front 20.4cm x 7.7cm x 3.54 cm) Keypad Weight 14 oz (40 g) Keypad Operating Current 32mA (inactive) 64m . (active) Approvals Underwriters Laboratories Inc. (UL) Federal Communications Commission (FCC) Factory Mutual (FM) California State Fire Marshall (CSFM) Underwriters Laboratories of Canada (ULC) FOCUS 200 Complies with UL609, UL611, UL636, UL864, UL1610, UL1635, NFPA71 and NFPA72 01994 ADT Security Systems L4465-(X) (5-94/70M) Call ADT Security Systems: USA: 1-800-ADT-4636 security systa«nz C 7 Canada: 1-416-__,, 6- )_-1 300 Interface Parkway Parsippany, NJ 07054-1 177 FIRE -PROTECTIVE SIGNALING CABLE (NNOV) 121 POWER LIMITED FIRE -PROTECTIVE SIGNALING CABLE (HNIR)—Continued CABLE USA INC, NAPLES FL 33942 ETypeFPLP. 97928 (M) CABLEC CONTINENTAL CABLES CO, YORK PA 17406 E63397 (M) Types FPL, FPLP, Power limited fire protective signalling cable. CABLECRAFT INC, MANCHESTER NH 03103 E111385 (M) Power limited fire -protective signaling cable. CANADA WIRE AND CABLE LIMITED, ONTARIO CANADA E83163 (M) M3C 3J4 Types FPLP, FPLR. CAROL CABLE CO INC, PAWTUCKET RI 02862 E63490 (M) Types FPL, FPLP, Power limited fire -protective signaling cable. CAROL CABLE CO INC, WOONSOCKET RI 02895 E66267 (M) Types FPL, FPLP, FPLR, Power limited fire -protective signaling cable. CAT WIRE & CABLE CORP, MIAMI FL 33160 E137744 (M) Type FPL, Power limited fire -protective signaling cable. CHAMPLAIN CABLE CORP, WINOOSKI VT 05404 E70096 (M) Types FPL, FPLP. CHESTER CABLE CORP, CHESTER NY 10918 E63370(M) Power limited fire -protective signaling cables, Types FPL, FPLP, FPLR. COLEMAN CABLE SYSTEMS INC, NORTH CHICAGO IL E65391 (M) 60064 Types FPL, FPLP, FPLR, Power limited fire -protective signaling cable. COMMUNICATION CABLE INC, SILER CITY NC 27344 E100315 (M) Types FPL. FPLP, FPLR. COMMUNICATION CABLE OF MASSACHUSETTS INC, ATTLEBORO MA 02703 E72845 (M) COMPUTER WIRE & CABLE CO INC, LEOMINSTER MA01453 E93420 (M) COMTRAN CORP, WHITINSVILLE MA 01588 Power limited fire -protective signaling E111211 (M) bias. Types FPL, FPLP, FPLR. CONDUMEX, GRANADA 11520 D F MEXICO Types E138885 (S) FPL, FPLR. CONSOLIDATED ELECTRONIC WIRE & CABLE, FRPARKIL60131 ANKUN E76400 (M) COOPER INDUSTRIES INC BELDEN DIV, RICHMOND IN47374 E64959 (M) Types' FPL FPLP FPLR. DECA CABLES INC, ONTARIO CANADA K8V SW6 Type FPL, Power limited fire -protective E120816 (M) signaling cables. DENARDO WIRE & CABLE CO INC, FITCHBURG MA. 01420 E123828 (M) Power Limited Fire Protective Signaling Cable, DOMTECH HOLDINGS INC, ONTARIO CANADA KSV 5R2.._ Types FPL, FPLP, Power limited fire 990041 (M) protective signaling cable. EASTMAN WIRE & CABLE CO, PENNSAUKEN NJ 08110TypesFPL, FPLP and Power Limited Fire E70388 (M) protective Signaling Cable. LOOK FOR MARK ON PRODUCT 803 South Orlando Avenue Suite J Winter Park, Florida 32789 Telephone (407) 628-5000 Fax 407 628 4985 r ' a F Security Systems 803 South Orlando Avenue SuiteJ Winter Park, Florida 32789 Telephone (407) 628-5000 Fax 407 628 4985 BATTERY CALCULATION WORKSHEET DEVICE NUMBER OF DEVICES CURRENT PER DEVICE TOTAL CURRENT ALARM SUPV. ALARM SUPV. CONTROL oc.us 200 1 2oo to 200 10 E 1 o 032 0 0 4 032 TOTAL ALARM & SUPV. CURRENT IN AMPS 2(P I v ENTER TOTAL SUPV. CURRENT IM- XXXXXXXXXXX ENTER STANDBY TIME (24 OR 60) Zy XXXXXXXXXXX TOTAL SUPV. CURRENT X STANDBY TIME XXXXXXXXXXX 508 ENTER TOTAL ALARM CURRENT Z(A XXXXXXXXXXX ALARM TIME IN HOURS(5 MIN = .084 HAS) y XXXXXXXXXXX TOTAL ALARM CURRENT X ALARM TIME XXXXXXXXXXX p2ZZ TOTAL AMPERE HOURS 3 O 2 BATTERY BACKUP TALBOT-'S SEMINOLE TOWNE CENTER. SEMINOLE, TOWNE CIRCLE SCALE 1/8jv= 1. 1 SALES AREA STOCK q5—) _ CITY OF SANFORD,' FILORIDA PERMIT NO. _ DATE r THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME_ ADDRESS OF JOB — MECHANICAL CONTR. RESIDENTIAL COMMERCIAL v Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK A S I CIO I I FUEL MOTOR H.P. Number AMOUNT B.T.U. INPUT _OUTPUT VALUATION ao 6) 1 1 itI 1 I I NOTE: MINIMUM PERMIT FEE $1.50 OTAL aster Meee nical COMPETENCY CARD NO. Ji% C 53 / APPLICATION .FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA DATE`^' To the Building Official: PERMIT NO. -0N1 1 The undersigned hereby applies for a permit for the followings described wor k: OWNER L T`t /_ L 1 d1 i3-Vg ADDRESS Q( I L `J i - WAS- _ i NATURE OF WORK f L uj awA r-n—:7b vQA-L s c G-Ai y. LEGAL DESCRIPTION WaLA.M.- APPLICANT' S NAME APPLICANT' S ADDRESS APPLICANT' S PHONE NUMBER'.,Z t• ? VALUATION FEE y3. C C FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN I THEPROPERTYOWNERPAYINGTWICEFORBUILDINGIMPROVEMENTSBuildin Official I certify that the above infor, mation is true and correct andl thatIwillcomplywithallapplicable codes and ordinances oftheCityofSanfod, FL. Applica ' s Signature State No. iXG l h7 Boone Sy, ;.1 Erection and SI., Inc. 28 WEST MICHIGAN AVE. ® ORLANDO, FLORIDA 32806 ® PHONE (9It22.6149 Area code [4071 July 31, 1995 City of Sanford, Fl. Building Department Permit Division Sanford, Florida 32771 Re: Talbot's Petites Seminole Towne Center 152 Towne Center Circle Sanford, Florida Sign Permit To Whom It May Concern: I hereby authorize Phillip E. Siekiers to obtain permits for BOONE SIGN ERECTION AND SERVICE, INC. effective from this date. I agree to notify you in writing if this authorization is revoked. IN TESTIMONY HEREOF, witness the undersigned's signature on this _11,& day of 19 J`j— Signature: I.D. Form: UQ-' obert D. Boone President State of Florida Electrical Sign Contractor ER 001167. Subscribed and sworn before me this day of 19. Notary Public: s Q J -Commission No. ee35 UdS My commission expires: If_1.9_ 19_98 BOA SHEIL A R KIRKLAND L1 My Commission CC355145 Expires Mar. 13, IM Bonded by HAI r4` oFM1 800.4=.1555 TALBOTS —space 8--8 1 J I l i 5f8'X125PWWP 8R11S5 lti CCf1iT Rlbi - --- l 4 W)f PAW. }o I FART r s -• i y 7 i Nib ' FRONT- i t' X .125 6R+AS5 TRIM LFC ?5 r r^- r rti n• i T r 1 i"0 1 11 'i-1 ! 1 3 3/i" - 1'--c' PAW Fpi 0 PAINT Er win A mm TRW MASS AC" M i TALEDTS -_spoce R-8 0 A IN I ------ ROW T 11 [ ,,TKJN 'M III UL 21 iffy IMIYER I. + -Wlj Cli I AU M11i U(AR) MRM N", -ANDIR Ylll f . X1 vwL lzp-T- cNf.RLAn> We' fjm: 11,11r. Vvy 0', nwo* Nim Amm tonffR Flu l"i OT Pfi,G[ 1 RJAJcoy -4: VNIO. 01i0 AIM Hl. AR S S, AMI(I l .- - IOUOROC', TJMM1,101f Pill- r, A1-17L) Wtom -w lyfLf,1w,4- 0,16 4LUMNUW REFLECTW. tt. Mrvehj V Et1 uP Q, 4 I u s o . S s 1 i I IELLL', f 1L`J L cT'1iclis.'Tt:JP 1 iii_<JG'i1 a:`[I : I(n :g 0._u:a zaocflsi w+rsuor.ra+cu:o' t I I mu&W L 7 s W-fLE WILL BE DIEUVERED iD SJE SY SfG% )NSTALiEk AMD IM"Ud11 Fn nN IUIF NY e-'.CAfFPdt rn? 3?ArTO P TAEJ'AL tJWZl I%j i I iL` i1d'fa' — 3'-' 1'r..C'+]CC?Ft;pv,f dt r'lyF!?.;,+:^ C SC11II "VA E5` M—lif=E. If C, mandeville signs, inc. A;'I:..T,H;ftr..P.V1rMK-kTT,11f.DCtSL4H, I'401 j?22-310", WOCTS §W STOREPONT SIGN SECTIO J 1 7f 11 /45 RRE rATE iL` S104