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Home My WebLink About150 Towne Center Cir - BC95-002143 (1995) (NINE WEST) (INTER REMODEL) DOCUMENTS1-,D 7 C 41f C c /)L 0066,e ZONE CONTRACTOR ADDRESS J DATE J v_ PHONE # LOCATION OWNER 7 /1/)/" ADDRESS o PHONE # PLUMBING CONTRACTOR'QiXCJJy_UT(XA P( b ADDRESS PHONE # ELECTRICAL CONTRACTOR _5- I n vl ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (a FINISHED FLOOR ELEVATION REQUIREMENTS ARCHITECTURAL APPROVAL pn A/- ),r- L SUBDIVISION:,Q PERMIT # / 5__ Ld LOT NO. JOB -ram - (%/1»nn- - BLOCK: COST $—f' /D CO SECTION: SQUARE FEET: / c cl ` FEE $ Zoo 2 Ov MODEL: STATE NO. 1 S FEE $3 ct? FEE $ FEE $ FEE OCCUPANCY CLASS: efmm . INSPECTIONS ITYPEDATEOKREJECTBY ENERGY SECT CERTIFICATE OF OCCUPANCY DATE: ISSUED # I DATE: FINAL DATE 910DL5 C J BP101IO2 CITY OF SANFORD 9/12/95 Land Master Selection By Street Address 14:24:21 Type options. press Enter. 1=Select 5=View detail Opt Street address Owner, 136 TOWNE CENTER CR59975 1//5/95 aa98 GAP STORE 137 TOWNE CENTER CR 140 TOWNE CENTER CR GAP KIDS 141 TOWNE CENTER CR9812.50 '7%16IR5 2 1 iS MAYOR JEWELERS Y 150 TOWNE CENTER CR9V67.Sn %/7hs011 A2 /179 NINE. WEST i 151 TOWNE CENTER CR 152 TOWNE CENTER CR,9S/2,5,o e-1-;zqh-->e2-47qTALBOTS 155 TOWNE CENTER CR$/g5o 8/ii/95 ft 2s'sc/ BARNIE' S COFFEE & TE w 156 TOWNE CENTER CRX//37,s0,2//i/gS 025s& BODY SHOP 157 TOWNE CENTER CR$8/2,so 2ygo GODIVA 159 TOWNE CENTER CR:eg7S 23g9 VICTORIA SECRETS i 160 TOWNE CENTER CR,4etz,5o 24(,Z LERNERS DEPT STORE 161 TOWNE CENTER CRuotue vue PIERCING PAGODA 164 TOWNE CENTER CR SEMINOLE,TOWNE CENTE 165 TOWNE CENTER CRJ9'97s- 5+/to/9sst 2553 AMERICAN EAGLE OUTFI + F3=Exit F12=Cance) 07-04 SA MW KS IM II S1-AO KB BP101IO2 CITY OF SANFORD 9/12/95 Land Master, Selection By Street Address 14:25:06 Type options. press Enter. 1=Select 5=View detail Opt Street address 166 TOWNE 167 TOWNE 168 TOWNE 169 TOWNE 170 TOWNE 171 TOWNE 173 TOWNE 175 TOWNE 176 TOWNE 177 TOWNE 179 TOWNE 180 TOWNE 181 TOWNE 182 TOWNE 183 TOWNE F3=Exit F12=Cancel Owner CENTER COV-97.So B/2/95s# 2544J RIGGINS CENTER CRO'1187.5'o 6/36/15.ty 2g8o BOMBAY CO CENTER CO975 6/27/9s,aw 2c/(o7 LADY FOOT LOCKER CENTER CR NOJ& DUE SUNGLASS HUT (KIOSK) CENTER CRX(,5o 2562 GARDEN BOTANIKIA CENTER CRX-J87,50 7/3//95-tf2537 CARLTON CARDS CENTER CRg(ys'p 7/3//95tr252(v GYMBOREE STORE CENTER CRV 3?-,s 7/7/95-:9t 2487 A SHOP CALLED MANGO CENTER CR SEMINOLE TOWNE CENTE CENTER CRC&5o VIOH544 ZS52- PETITE •S.OPHISTICATES CENTER CR2:325 9/24/95ta 2565 PATCHINGT.ON CENTER CR ccut-"i9 T^W*i ^-u"!E CENTER CR CENTER CR$'S/87,S"o 7/Zy sr 2 5 / 2- G N C CENTER CR Norve DuE LETS TALK CELLULAR 07-04 SA MW KS IM II S1 AO KB FROM THE CITY BUILDING OFFICIAT. September 12, 1995 TO: All Concerned Departments FROM: Gary Winn, Building Officiary 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 n r`-J S ova Public W Utilities Cyich ow /W A9%7-1"ry GW/ar MINE WEST GROUP INC. August 15, 1995 Ms. Mary Muse City of Sanford 300 N. Park Ave. Sanford, FL 32771 Dear Mary, LSD This letter is to request a temporary C.O. for the Nine West store located at Seminole Town Center in Sanford, Florida. We understand the temporary C.O. can only be used to bring in stock and train our personnel. Nine West will not open its doors to the public until Seminole Town Center has received its Certificate of Occupancy. Thank you for your time and consideration to this matter. Sincerely, 4ktAj- Lauren Kruse Project Manager Neil Dorso RETAIL DIVISION • Corporate Headquarters: 9 West Broad Street, Stamford, CT 06902 203) 324-7567 FAX: (203) 328-3599 Telex: 264735 CAM FU M j PROJECT f' ADU»ESS S&lee i r THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD O: OBTAMED IN -ACCORDANCE WITH NEBB STANDARD PROCEDUR 9QUANTIT1ES WHICH EXCEED NEBB TOLERANCES ARE NOTED TI THE A1R DISTRIBUTION SYSTEMS HAVE BEEN TESTED & BALANi MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARD bF ENVIRONMENTAL SYSTEMS" AND THE PROJECT SPECIFICATI NI 413 CONT; RACTOR BAY TO BAY BALANCING, INC. i REG NO. 2675 CERTIFIED BY W. CARSON JUDGE i c RTIFtEn sx: NEBb CONTRACTOR i TAB SUPERVISOR PEG NO. 2675 I)A'ti -J 9 5 BAY TO BAY BALANCING, INC. W. CARSON JUDGE CERTIFICATION SYSTEM PERFORMANCE AND WAS S. ANY VARIANCES FROM DESIGN GHOUT THIS REPORT. BD AND FINAL ADJUSTMENTS HAVE BEEN FOR TESTING - ADJUSTING -BALANCING DATE 4? - - APPLICATION FOR BUILDING PERMIT CITY OF SANFORD, FLORIDA DAT////// Zl PERMIT N0. To the Building Official: The undersigned hereby applies for a permit for the following described work: OWNER ADDRESS t-: r.7 GGC /v v7 NATURE OF WORK /l/ 7/G//C / e / 4N LEGAL DESCRIPTION APPLICANT'S NAME A APPLICANT'S ADDRESS J APPLICANT'S PHONE NUMBER 1ALUATI1 1Q FEE FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS I certify that the above infor- mation is true and correct and that I will comply with all ! applicable codes and ordinances of the,,44ity of Sanford, FL. o Building Xi Ap licant's gn ture State No. i . T I t 11i -: i N I -N i. L-W NIJN--ILLUMIN, K ;-D ll,\ i Mt0W f ED L: 1z•• EMIRaLud i } PAINTED BLACK LETTERS 2. i1271 5p.c-,-r!5 n teG 3oi 1 ro.r, i e USA siGNs Of America, Inc. 9 F- C-AMNLAM RD, TA ST FARIMMD--U-P, N- Y.11735 pbouc C510 694 - 9700 Fa - ( 516) 694 - 6479 r7TCI''•, SIGNS a of America, Inc _ --- -- 11-16 694-9700 n tax 516-644-6479 ti'•. .li .. P: ' 1 i - C -S CITY OF SANFORD, FLORIDA PERMIT NO. DATE ? O—J J THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING H.A.R.V. MECHANICAL EQUIPMENT: 401 OWNERS NAME ADDRESS OF JOB — MECHANICAL CONTR. RESIDENTIAL COMMERCIAI Su6iect to rules and regulations of Sanford mechanical code. NATURE OF WORK 5 A VIS I i v 7wv FUEL MOTOR H.P. Number AMOUNT B.T.U. INPUT —OUTPUT VALUATION III— a NOTE: MINIMUM PERMIT FEE $1.50 TOT Master ,Mec apical g COMPETENCY CARD NO.— CITY OF SANFORD FI.RE.DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE:-7/3 / `J' PERMIT #: ~6S-ag,:3 BUSINESS NAME: //I n ADDRESS: L) PHONE NUMBER:( ) PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT a rJ j O COMMENTS:-c.--- lcyn 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. Sanfo d i e Prevention A ic/afts`Signatti e CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT NUMBER PERMIT ADDRESS t 4M Total Contract Price of Job Describe Work: Type of Construction: Change of Use From: Number of Stories: Occupancy: Residential DATE o v Total Sq. Ft. Y kFlood Prone: Change of Use To: Number of Dwelling Zoning: Commercial 7 Industrial LEGAL DESCRIPTION: (please attach printout from Seminole County) TAX I.D. NUMBER: c`] j i(i Ojoo- 0ontJ OWNER eM ( 116Jt_ Q (/i% P r ! . Y. PHONE NUMBER: ADDRESS r = CITY STATE ZIP CONTRACTOR ADDRESS CITY % 0 r ARCHITECT ADDRESS _ CITY STATE YES PHONE NUMBER: F3/,--3qlv ZIP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, REMOVAL OR THE RELOCATION OF TREES AND ADVERTISING SIGNS. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPEC'S COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. If applicable, check with your homeowner's association prior to applying for a permit. The named Contractor/Owner Builder to whom the permit is issued shall have the responsibility for supervision, direction, management, and control of the construction activities on the project for which the building permit was issued. SIGNATURE OF CONTRACTOR V; lqr-, DATE APPLICATION APPROVED BY: FEES: Building .3 3 00 Rad n Police Open Space Road Impact SIGNATURE OF OWNER DATE DATE: Fire 1-0_: Application Other PERMIT VALIDATION: CHECK CASH DATE BY THIS APPLICATION USED FOR WORK VALUED UNDER $2500.00. ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) FIRE PROTECTION BY COMPUTER DESIGN 0:.. ..:C>:. . 0000000000 :. .: 0000000000. . 00.- 0000) (0000 ::. 0: 00: 000000) (0C)OOC>0 : 0: . 0. 0: 00: . oo) ! V ! (0(:). : 00. 0. 0) 00) (00) (00) (00) 0) 00) 000) (000) (000) (000) 00) WWWWWW WWWWWWW WWWWWW WWWWWW WWWWWWW WWWWWW WWWWWW WWWWWWW ,.. WWWWWW WWWWWW WWWWWWW ., •, WWWWWW WWWWWW WWWWWWW : , :,:..:...:..,.. : •. WWWWWW WWWWWW WWWWWWW .,., ,.,..., WWWWWW WWWWWW WWWWWWW •:..:, :..:..,..i,r, :,.:.. WWWWWW WWWWWW WWWWWWW WWWWWW WWWWWW4J WWWWWWWWW •..: •.: ,: ,,..,.....:..:..,.,,.. WWWWWWW WWWWWWW WWWWW WWWWW :,.,.,.,.,...,..:, WWWWWWW WWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWW WWWWWWWWWWWWWWWWWW WWWWWWWWWWWW WWWWWWWWWWWW FIRE TURNS US ON ! WIGINTON FIRE SPRINKLERS, INC. # 450 S. R. 427 SOUTH LONGWOOD, FL. 32708 # 407- 831-3414 k E •)E• * •iF •li• iF #:• * •!F• •if• * E• F• E• -1i• * •• •!r• -lE•-li• iE• •li• # •li• iF -le• # •!i• * •iE ii• * •3E * * di• * * * iF iE •IE• •• * * * * # * • i• •• -)f• -1F •iE• •Ii• * * # 94• •• * • * 9i• •i•+• PROJECT- NAME: NINE WEST CONTRACTOR: U.S. DESIGN R CONSTRUCTION CORP. D/ A LOCATION: ALL/ SPACE.B-8A SYSTEM NO. 1 CONTRACT NO. 27240-S PAGE 001 STAL-EY CONSULTING WINTER SPRINGS, FL. 32708 407-696-7121 HYDRAULIC DESIGN INFORMATION SHEET NAME - NINE WEST DATE - 072695 LOCATION - ALL/ SPACE B-8A BUILDING - 183 ORE. AVE., SEM. TWN. CTR. , SANFORD, FL SYSTEM NO. - 1 CONTRACTOR - U.S. DESIGN & CONSTRUCTION CORP. CONTRACT NO. - 27240-S CALCULATED BY - M. FERGUSON DRAWING NO. - 1 OF i CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 12-0 OCCUPANCY - MERCHANTILE S I(X)NFPA 13 ( ) LT. HAZ. ORD. HAZ. GP. ( )I ( X) 2 ( ) 3 ( ) EX. HAZ. Y 1( )NFPA 231 ( )NFPA 231C FIGURE CURVE 5 1( )OTHER T 1( )SPECIFIC RULING MADE BY DATE C= M I AREA OF SPRINKLER OPERATION ALL I SYSTEM TYPE SPRINKLER/NOZZLE I DENSITY-GPM/Ft"'2 .20 1 (X) WET MAKE RELIABLE D 1 AREA PER SPRINKLER VARIES I ( ) DRY MODEL F-1 E I ELEVATION AT HIGHEST OUTLET" 10 1 ( ) DELUGE SIZE 1/2 S I HOSE ALLOWANCE GPM -INSIDE 250 1 ( ) PREACTION K.-FACTOR 5.62 I I RACK. SPRINKLER ALLOWANCE Cl I ( ) TEMP. RAT. 155 G I HOSE ALLOWANCE GPM -OUTSIDE G I N I NOTE CALCULATION I GPM REQUIRED 679.34 PSI REQUIRED 53.943 SUMMARY I C-FACTOR USED: OVERHEAD 120 UNDERGROUND 120 W I WATER FLOW TEST: 1 F'UMF' DATA: I TANK OR RESERVOIR: A I DATE OF TEST I I CAP. T" I TIME OF TEST I RATED CAP. 0 1 ELEV. E I STATIC (PSI) 60 1 itl PS I 0 I R I RESIDUAL (PSI) 49 1 ELEV. C> I WELL I FLOW (GPM) 1511 1 1 PROOF FLOW GPM S I ELEVATION C) i I U P I LOCATION AT B.F.P. P I L I SOURCE OF INFORMATION Y C I COMMODITY CLASS LOCATION 0 1 STORAGE HT. AREA AISLE W. M I STORAGE METHOD: SOLID PILED / PALLETIZED % RACK % M I I ( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP. S I R I ( > DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF ( > NON T I A I ( ) MULT. ROW ( ) OPEN SHELF 0 1 C R I K. I FLUE SPACING CLEARANCE:STORAGE TO CEILING A I I LONGITUDINAL TRANSVERSE G I E I I HORIZONTAL BARRIERS PROVIDED: UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW(GPM) PRESSURE (PSI) PAGE 002 WIGINTON FIRE SPRINKLERS,. INC. Water, Supply Curve I 1 Static Press.= 60.000 PSI I I I Res i d. Press. = 49.000 PSI I i I Resid. Flow = 1511.000 GPM 1 I Press Available at -----------------------------------I I 679. 34 .GPM I 57.493 PSI I I I I I I I I v 1 i Safety Margin I 1 i 3. 550 PSI -------> I 1 I v Flaw Available at Demand I I x <-------------> * <----- 1094. 43 GPM I I \ \ \ 1 Safety Margin I \ \ \ 1 415. 09 GPM I I Total System I Demand I 679.34 GPM \ I I I 53.94 PSI i I i I l I JOB- NINE WEST WIGINTON FIRE SPRINKLERS, INC. JOB NO- 07240-S -1 DATE 072695 PAGE 3 FITTING NAME TABLE ABBREV. NAME A Alarm Valve B Butterfly Valve C Roll Groove D Dry Pipe Valve E 901 Standard Elbow F 45' Elbow G Gate Valve H Kennedy Wafer Check Va. I Grooved Check Valve J Central Shotgun Valve K 901 Medium Turn Elbow L 901 Long Turn Elbow M Grooved 90 E11 N Grooved 45 Ell 0 Grooved Tee P Viking Deluge Va 0 Detector Check Valve R Reliable Deluge Va S Swing Check Valve T 901 Flow - Tee or Cross U Milwaukee Butterball Va. V CPVC Tee Branch W CPVC Tee Run X CPVC 901 Ell Y CPVC 45' E 1 1 W I G I NTON FIRE SF' R I NKLE RS, . I NC. JOB- NINE WEST -'JOB NO- 27240-S -1 DATE 072695 PAGE 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. FT.) K-FACTOR PSI) U. S. GPM) 1 10. 00 9. 0 2 10. 0c_) 9.4 3 10. 00 12: 0 4 10.00 15.4 5 10. 00 9.7 6 10. 00 9.8 7 10. 00 11.9 8 10. 00 15.5 9 10. 00 16.9 10 10.00 12.9 11 10. 00 13.9 12 10.00 14.1 13 10. 00 14.8 14 10. 00 18.5 15 10. 00 18.5 16 10. 00 20.5 17 10. 00 20.2 18 10. 00 22.8 19 10. 00 20.7 IA 10.000 5.62 8.7 16.6 20 10. 00 20.6 21 10.00 9.9 22 10. 00 12.7 23 10.00 17.0 24 10. 00 10.5 25 10.00 12.7 26 10.00 17.1 27 10.00 18.7 26 10. 00 14.7 29 10.00 18.8 2A 10.00 5.62 9.1 17. 0 30 10. 00 15.8 31 10. 00 19.0 32 10. 00 20.6 33 10. 00 22.6 34 10.00 25.1 35 10.00 32.5 36 10. t. 00 21.8 3A 10. 00 5.62 11.6 19.1 4A 10. 00 5.62 15.0 21.7 5A 10. 00 5.62 9.5 17.3 6A 10.00 5.62 9.5 17.4 7A 10. 00 5.62 11.5 19.1 8A 10.00 5.62 15.0 21.8 9A 10. 00 5.62 15.7 22.2 BR 10. 00 44.4 TR 10. 00 44.3 10A 10. 00 5.62 12.5 19.9 1 1 A 10. 00 5.62 13.1 20.4 12A 10. 00 5.62 13.8 20.8 13A 10. 00 5.62 14.4 21.3 14A 10.00 5.62 18. 0 23.8 15A 10. 00 5.62 18.0 23.8 16A 10. 00 5.62 20.0 25.1 WIGINTON FIRESPRINKLERS, INC. JOB- NINE WEST JOB NO- 27240-S -1 DATE 072695 PAGE 5 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. FT.) K-FACTOR PSI) U. S. GPM ) 17A 10.00 5.62 19.6 24.9 18A 10. 00 5. 62 22.2 26.4 19A 10. 00 5.62 19.4 24.7 20A 10. 00 5.62 20. 0 25.1 CITY 0. 00 53.9 250. 0 WIGINTON FIRE SPRINKLERS, INC. JOB- NINE WEST ..JOB NO- 27240-S -1 DATE 072695 PAGE 6 HYD. Qa DIA. FITTING PIPE Ft Pt REF C" or FTNG' S Pe Pv** NOTES#* POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn 16.62 1.049 1 E 2.00 1.000 8.75 8.75 K = 5.62 IA C=120 0.00 2.00 0.00 0. 00 16.62 0.0900 0.00 3.00 7---------------------------------------- 0.27 0.00 Ve l 6.17 1 16. 62 9.022 K 5.533 17. 00 1.049 1 E 2.000 1.000 9.15 9.15 K = 5.62 2A C=120 0.00 2.00 0.00 0. 00 17. 00 0.0966 0.00t_ 0 3.00 0.29 0.00 Ve l 6.31 t= - 17.00 9.44 K 5.533 19. 19 1.049 1 E 2.00 1.000 11.66 11.66 K = 5.62 3A C=120 0.00 2.00 0.00 0.00 19.19 ci. 1200 0.00 3.00 0.36 0.00 Vel 7.12 3 19. 19 1202 IJ, 535JJ 21. 77 1.049 l E 2.00 1.00 15.01 15.01 K = 5.62 4A C=120 0.00 2.00 0.00 0.00 21.77 0.1533 0.00 3.001ta 0.46 0.00 Ve l 8.08 4 21.77 15.47 K 5.535 17. 32 1.049 1 E 2.00 1.00 9.50 9.50 K = 5.62 . 5A C=120 0.000 2.00 0.00 0. tab 17.32 0.0966 01000 3.00 0.29 0.001t1 Ve l 6.43 5 17.32 9.79 K 5.534 17. 40 1.049 1 E 2.000 1.00 9.59 9.59 K = 5.62 GA C=120 0.00 2.00 0.00 0. 00 17.40 0.10000 0.00 3.00 0.30 0.00 Ve l 6.46 6 17.40 9.89 K 5.533 19. 12 1.049 i E 2.00 1.00 11.57 11.57 K = 5.62 7A C=120 0.00 2.00 0.00 0. CMG 19.12 0.1200 0 0.000 3.00 0.36 0.00 Ve l 7. 10 UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI) WIGINTON FIRE SPRINKLERS, INC. JOB- NINE WEST JOB NO- 27240-S -1 DATE 072695 PAGE 7 HYD. Da DIA. FITTING RIFE Pt Pt REF "C" or FTNG' S Pe Pv **F NOTES} POINT G t Pf/F Eqv. Ln. TOTAL Pf Pri 7 19.12 11.93 K - 5.536 21. 80 1.049 1 E 2.000 1.00 15.04 15.04 K = 5.62 8A C=120 0.00 >0 2.00 0.00 0.00 21.801 0.1533 0.000 3.000 0.46 0.000 Ve 1 = 8.09 8 21. SO 15. 50 K = 5.537 27 1.049 49 1 E 2.000 5.75 15.70 15.70 K = 5.62 9A - C=120 Q. GCS E. CCU 0. 00 C>. C)U 22.27 0.1587 0.00 7.75 1.23 0.00 Vel - 8.27 9 22.27 16.93 K = 5.412 19. 93 1.049 >49 1 E 2.00 0.75 12.58 12.58 K = 5.62 1 0A C=120 0.00 2.00 0.00 0,00 19.93 0.1309 0.00 2.75 0.36 0.00 Ve 1 = 7.40 10 19.93 12.94 K = 5.541 20. 40 1.049 1 E 2.00 3.58 13.18 13.18 K = 5.62 1 1 A C=120 0.00 2.00 0.00 0.00 20.40 0.1362 0.00 5.58 0.76 0. i 0' Ve1 = 7-57 11 20. 4i 13.94 K = 5.465 20. 88 1.049 1 E 2.00 >0 0.75 13.80 13.80 K = 5. 62 12A C=120 0.00 2.00 0.00 0.00 20.88 0.1418 0.00 2.75 0.39 0.00 Ve 1 = 7.75 12 20.88 14.19 K = 5.543 21. 36 1.049 1 E 2.00 O> 75 14.45 14.45 K = 5.62 13A C=120 0.00 2.00 0.00 0.00 21.36 0.1454 0.00CSC) 2.75 0.40 0.00 Ve 1 = 7.93 13 21.36 14.85 K - 5.542 mm==wwmm-------- T---------------------------------------------------- UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) RRESSUM MT) WIGINTON FIRE SPRINKLERS, INC. JOB- NINE WEST 'JOB NO- 27240-S -1 DATE 072695 RAGE 0 HYD. Ga DIA. FITTING FIRE Pt Pt REF C" or FTNG' S Pe Pv NOTES POINT Qt Pf/F Eqv. Ln. TOTAL Rf Pri 23.88 1.049 1 E 2.00 0.75 18.06 18.06 K = 5.62 14A C=120 0.00 2.00 0.00 0.00 23.88 0.1818 0.00 2.75 0.50 0.00 Ve l 8.86 14 23.88 18.56 K 5.544 23. 88 1.049 1 E 2.000 0.75 18.06 18.06 K = 5.62 15A C=12O 0.00 2.00 0.00 0.00 23.88 0.1818 0.000 2.75 0.50 0.000 Ve l 8.86 15 - 23.88 18.56 K 5.544 25. 14 1.049 1 E 2.000 0.75 20.01 20.01 K = 5.62 16A C=120 0.00 2.00 0.00 0.00 25.14 0.200000 0.000 2.75 0.55 0.00 Ve l 9.33 16 1 25.14 20.56 K 5.544 24. 92 1.049 1 E 2.00 0.75 19.67 19.67 K = 5.62 17A C=120 0.00 2.00 0.00 0.00 24.92 0.1927 0.000 2.75 0.53 0.00 Ve l 9.25 17 24.92 20.20 K 5.544 26. 49 1.049 1 E 2.00 0.75 22.22 22.22 K = 5.62 18A C=120 0.00 2.00 0.00 0. 00 26.49 0.2181 0.00 2.75 0.60 0.00 Ve l 9.83 18 26.49 22.82 K 5.545 24. 78 1.049 1 E 2.000 4.75 19.44 19.44 K = 5.62 19A C=120 0.000 2.00 0.00 0.00 24.78 0.1940 0.000 6.75 1.31 0.00 Ve l 9.20 19 24.78 20.75 K 5.440 25. 18 1.049 1 E 2.00 0.75 20.07 20.07 K = 5.62 20A C=120 0.00 2.00 0.00 0.00 25.18 0.1963 i . 00 2.75 0.54 0.00 Ve l 9.35 UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI) WIGINTON FIRE SPRINKLERS, INC. JOB- NINE WEST JOB NO- 27240-S 1 DATE 072695 RAGE 9 HYD. Goa DIA. FITTING RIPE Pt Pt REF C" or, FTNG' S Pe. Rv NOTES POINT Get Pf/F Eqv. Ln. TOTAL Pf Pri 20 25.18 20.61 K 5.546 16. 62 1.049 1 E 2.00 8.50 9. 02 9.02 1 C=120 0.00 2.00 0.00 0. 00 16.62 0.0923 0.00 7------------------------------------------------ 10.50 0.97 0.00 Ve l 6.17 21 16.62 9.99 K 5.258 17. 00 1.049 IT 5,00 0.75 9.44 9.44 a C=120 0.00 5.00 0.00 0. 00 17. 00 0. 0956 0. 00 5.75 0.55 0.00 Ve 1 6.31 2 1 17.. 00 9.99 K 5.378 19. 19 1.049 IT 5.000 0.7575 12.02 )2 12.02 3 C=120 0.00 5.00 0.00 0. 00 19.19 0.1200 0, C o 5.75 0.69 0.00 Ve 1 7.12 22 19.19 12.71 K 5.382 21. 77 1.049 1 E 2. 00 3.25 15.47 15.47 4 C=120 IT 5.000 7.00 0.00 0. 00 21.77 0.1521 0.00 10.25 1. 56 0.00 Ve 1 8-08 23 21.77 17.03 K = 5.276 33. 62 1.049 0.00 8.000 9.99 9.99 21 C=120 0. U0 0. 00 0. 0C) 0. 00 33.62 0.3400 0.00 00 8.00 )c i 2.72 0.00 Ve 1 12.48 19. 19 1.049 i_). C 0 5.50 12.71 12.71 22 C=120 0.00 0.00 0.00 0. 00 52.81 0.7854 0.00 5.50 4.32 0.000 Ve l 19. 60 23 52.81 17.03 K = 12.798 17.32 1.049 0.00 7.50 9.79 9.79 5 C=120 0.00 0.00 0.00 0. 00 17.32 0.1000 1000 0.00 7.50 0.75 0.00 Ve l 6.43 UNITS DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI) WIGLNTON FIRE SPRINKLERS, INC. JOB- NINE WEST JOB NO- 27240-S 1 DATE 072095 RAGE 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF C" or FTNG'S Pe Pv NOTES. POINT at Pf/F Eqv. Ln. TOTAL Pf Pry 24 17.32 10.54 K 5.334 17. 40 1.049 IT 5.000 1.50 9.89 9.89 6 C=1 `0 0.00 5.00 0.00 0.00 17.40 0.1000 0.00 6.50 0.65 0.00 Vet 6.46 24 17. 40 10.54 K 5.359 19. 12 1.049 IT 5.00 1.50 11.93 11.93 7 C=120 0.00 5.00 0.00 0. 00 19. 12 0. 1200 0. 00 6.50 0.78 0.00 Ve 1 7. 10 25 19.12 12.71 1K = 5.363 21. 80 1.049 1 E 2.00 4.000 15.50 15.50 8 C=120 IT 5.00 7.00 0.00 0.00 21.80 0.1527 0.00 11.00 1.68 0 00 Ve 1 8.09 26 21.80 17.18 K = 5.260 34. 72 1.049 0.00 6.00 10.54 10.54 24 C=120 0.00 0.00 0.00 0.00 34.72 0.3616 0.00 6.000 2.17 0.00 Ve 1 12.89 19. 12 1.049 0.00 5.50 12.71 12.71 25 C=120 0.00 0.00 0.00 0.00 53.84 0.8127 0.00 5.50 4.47 0.00 Ve 1 19.99 26 53.84 17.18 K = 12.990 22. 27 1.049 1 E 2.00 4.50 16.93 16.93 9 C=120 IT 5.00 7.00 0.00 0.00 22.27 0.1591 0.00 11.50 1.83 0.00 Ve I 8.27 27 22.27 18.76 K = 5.142 19. 93 1.049 1 E 2.00 12.00 12.94 12.94 10 C=120 0. 00 2. 00 0. 00 0. 00 19.93 0.1292 0.00 14.00 1.81 0.00 Ve 1 7.40 UNITS DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI) WIGINTON FIRE SPRINKLERS, INC. JOB- NINE WEST JOB NO- 27240-S 1 DATE 072695 RAGE 11 HYD. Goa DIA. FITTING RIFE Pt Pt REF C" or FTNG' S Re Pv NOTES POINT at Pf/F Eqv. Ln. TOTAL Pf Pri i E8 19.93 14.75 K = 5.190 20. 40 1.049 IT 5.00 1.00 13.94 13,94 11 C=1 20 C). C)U 5. 00 0. 00 0. C>0 20.40 0.1350 0.00 6.00 0.81 0.00 Vel 7.57 19. 94 1.049 IT 5.00 3.50 14.75 14.75 28 C=120 0. 00 5. 00 0. 00 0. 00 40.34 0.4764 0.00 8.50 4.03 0.00 Vel 14.98 c9 40.34 18. B0 K 9.305 i 20. 88 1.049 l E 2.00 9.75 14.19 14.19 12 C=1 c0 0.00 2.00 0.00 0.00 20.88 0.1404 0.00 11.75 1.65 0.00 Vel 7.75 30 20.88 15.84 K 5.246 21. 36 1.049 IT 5.00 1.75 14.85 14.85 13 C=120 0.00 5.00 0.00 0.00 21.36 0.1466 0.00 6.75 0.99 0.00 Vel 7.93 i i 20. 88 1.049 IT 5.00 1.25 15.84 15.84 30 C=120 0. 00 5. 00 0. 00 0. 00 42.24 0.52000 0.000 6.25 3.25 0.00 Vel 15.68 i 31 42.24 19.09 K 9.668 I i 3. 88 1.049 1 E 2.00 4.50 18.56 18.56 14 C=1 c0 IT 5.00 7.00 0.00 0.00 23.88 0.18000 0.00 11.50 2.07 0.00 Vel 8.86 i 32 23.88 20.63 K 5.257 7---------- 23. 88 1.049 1 E 2.00 9.50 18.56 18.56 15 C=1 c0 0.00 2.000 0.00 0. 00 23.88 0.1800 0.00 11.50 2.07 0.000 Vel 8.86 J' C C.J. 08 UNITS - DIAMETER (INCH) 20.63 K = 5.257 LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WIGINTON FIRE SPRINKLERS, INC. JOB- NINE WEST JOB NO- 27240-S -1 DATE 072695 PAGE 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF C" or FTNG' S Pe Pv NOTES POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn 25. 14 1.049 1 E 2. 00 3.50 20.56 20.56 16 C=120 IT 5.00 7.00 0.00 0. 00 25.14 0.1990 0.00 10.50 2.09 0.00 Vel 9.33 33 25.14 22.65 Ii - J. c8,h 24. 92 1.049 1 E 2.00 10.50 20.20 20.20 17 C=120 0.000 2.00 0.00 0. 00 24.92 0.1960 0.00i 12.50 2.45 0.00 Vel 9.25 22. 6J K - 5.236 p 26. 49 1.049 l E 2.00 3.75 22.82 22.82 18 C=120 IT 5.00 7.00 0.00 0. 00 26.49 0.2186 0.00 10.75 2.35 0.00CS0 Vel 9.83 s 34 26.49 25.17 K - 5.280 i 24. 78 1.049 0.000 5.50 20.75 20.75 a 19 C=120 0.00 0.00 0.00 0. 00 24.78 0.1927 0.00 5.50 1.06 0.00 Vel 9. 20----- i 36 24.78 21.81 K - s 5. 306 25. 18 1.049 IT 5.00 1.00 20.61 20.61 20 C=120 0. CMG 5. 00 G. 00 C). C>C) 25.18 0.20000 0.000 6.00 1.20 0.00 Vel 9.35 24. 77 1.049 0.00 4.75 21.81 21.81 36 I C=120 0.00 0.00 0.00 0. 00 49.95 0.7073 0.00 4.75 3.36 0.00 Vel 18.54 34 49.95 25.17 K - 9.956 74. 58 2. 635 0.000 9.00 17.03 17.03 23 C=1 `C> 0.00 0.00 0. 00 74.58 0.0166 0.00 9.000 0.1515 0.000 Vel 4.39 75. 64 2.635 2M 11.81 14.00 17.18 17.18 26 C=120 0.00 1 i . 81 0.00 0.00 150.22 0.0612 0.00 25.81 1.58 0.000 Vel 8.64 UNITS - DIAMETER INCH) LENGTH FOOT) FLOW GPM) PRESSURE (PSI) 9 JOLT- NINE WEST WIGINTON FIRE SPRINKLERS, INC. JOB NO- 27240-S -1 DATE 072695 PAGE 13 HYD. Goa DIA. FITTING PIPE Pt Pt REF C" or FTNG' S Pe Pv**** NOTES# POINT Get Pf/F Eqv. Ln; TOTAL Pf Pri 22.27 2.633 0.000 0.50i 18.76 18.76 27 C=120 0.00 0.00 0.00 0. 00 172.49 0.0800 )8c 0 0.00 0.50 0.04 0.00 Ve 1 = 10.13 4c 635 0.000 2.50 18.80 18; SO 29 C=120 0.00 0.00 0.00 0. 00 212. 82 0.1160 0.00 2.50 0.29 0.00 Ve l = 12.52 42.24 2.635 0.00 9.50 19.09 19.09 31 C=1.20 0.00 0.00 0.00 0. 00 255.06 0.1621 0.00 9.50 1.54 0.00 Vet = 15.01 47. 77 2.635 0.000 9.00 20.63 20.63 32 , C=120 c>. 00 0, c>0 0.00 0. 00 302.83 0.2244 0. 00 9.00 2.02r2 0.00 Ve l = 17.82 50 . c )7 2.635 0.00 8.50 22.65 22.65 33 C=120 0.00 0.00 0.00 0. 00 352.90 0.2964 0.00 8.50 2.52 0.000 Vet - 20.76 76. 44 2.635 1 E 8.24 3.25 25.17 25.17 34 C=120 1 M 5.90 14.14 0.000 0.00 429.34 0.4266 0.00 17.39 7.42 0.00 Ve l - 25.26 0. 00 4.260 5M 44.78 215.00 32.59 32.59 35 C=120 1 T 26.34 71.12 0.00 0. 00 429.34 0. 041 1 0.00 286.12 11.77 0.00 Ve l = 9.66 0. 00 6.357 1 G 3.77 5.00 44.36 44.36 T R C=120 0.00 3177 0.00 0. 00 429.34 0.0057 0.00 8.77 0.05 0.00 Ve 1 = 4.34 0.00 8.249 2M 30.55 15.00 44.41 44.41 BR C=120 20 77.55 108.10 9.33 0.00 Fixed Lass = +5. 0c) 429.34 0.0016 0.00 123.10 0.20 0.00 Vet = 2.58 25c 1, c_ 0 Ga = 250.00 CITY 679.34 53.94 K = 92.495 r CITY OF SANFORD. FLORIDA C(-/ i — PERMIT NO. DATE 737 s THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING ELECTRICAL WORK: OWNER' S NAME / d4, ADDRESS OF JOB— ELEC. CONTR.- 9; i - 45 /CResidenlial Non-residentiaL)c Subject to rules and regulations of the city and national electric codes. Number AMOUNT Alteration Addition Repair Change fSer ice Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101- 200 Am Service 201 Am an a ove New Commercial p Service Application Fee I TOTAL II By si Wing this application I am stating I will be in compliance with th NEC incE ' g Article 110. Section 110-9 and 110-10. ding Official Master Electrician L- 2oo so STATE COMPETENCY NO. I I i G CI ANFORD,/FLORIDA PERMIT NO ` t' DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING PLUMBING WORK: OWNER'S NAME`' ADDRESS OF JOB l 7,17 0.0'1 ix-r.- 0-6on, i PLUMBING CONTR. .fy.mo. r_ Res. _ Comm. ice, Subjecf to rules and Wulations of Sanford plumbing code. Residential: I Number Amount Alteration, Addition, Repair New Residential: One Water Closet _ Additional Water Closet j Commercial: Fixtures. Floor Drain, Trap Sewerr _ I Water Piping Gas Piping Factory -built housing j Mobile Home I I Application Fee Minimum Commercial Permit: $25. oo Total Mafsv COMPETENCY CARD NO. -02-33 CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 j I DATE: V % PERMIT #.q5' / BUSINESS NAME: ADDRESS: PHONE NUMBER:( ) i I I PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT a S COMMENTS:r nsi u i v 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 r II Citcv of Sanford. Florida. e Prevention CITY OF SANFORD,. FL'ORIDA FG XY APPLICATION FOR BUILD NG PERMIT, b W Pi GTE• % D Tv 0Jn t. cvxZrZ CA__, PERMIT ADDRESS PERMIT NUMBER 2 ,r, o o Total Contract Price of Job Describe Work T rA Type of Construction Number of Stories i Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER OWNER _ ADDRESS CITY TITLE HOLDER (IF OT ADDRESS -00 CITY r1„r\ 11 BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS ` CITY MORTGAGE LENDER ADDRESS CITY NER) Total S1. Ft. Flood t6rone (YES) (NO) Number of Dwellings Zoning Commercial Industrial lease attach printout from Seminole Count l L.1 LR ) . STATE —Y)C STATE ZIP ZIP STATE `Mfl r) ZIP STATE ZIP S` a/X / L'/ [ Ci PHONE NUMBER ` - CONTRACTOR ADDRESS ST. LICENSE NUMBER CITY STATE ,Q ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. !' e***;1*`****,r********,r*********,r********** 3 ro z Ll H C a 3 0 a c E x ro o z ri H ro W C O u o 0 0 >1 z w F Signature of Application Approved BY: FEES: Building Open Space PERMIT VALIDATION: Road Impact K (D O n0 D 0 a tY f ontractor & Date ° M a - A H H 1t_¢o r Name o x y / (D d t r ra:l`'S 1SE rt ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) 0 THIS APPLICATION USED'FOR WORK VALUED $2500.00 OR MORE RETAIL PERMIT SERVICES A National Permit Service Company TRANSMITTAL RE: Nine West - Seminole Town Center - Sanford, FL TO: Fire Marshal Cohen DATE: June 5, 1995 City of Sanford PAGES: 3 Sets/Info Sheet 1303 S. French Sanford, FL 32771 METHOD SENT: Federal, I" Express 407-324-0868 FROM: Kent Fahey { ) PER YOUR REQUEST, Retail Permit Services {XX) FOR YOUR APPROVAL" 800-556-8641 (XX) FOR YOUR INFORMATION XX) FOR YOUR FILES COMMENTS: Richard. ner nur rnnArnrcn*ir%" r,l i,..___ --, ___ _ for approval. If you have any questions, please don't hesitate to call. Thank you for your assistance. Sincerely, w) 22530 Townhall Court • Katy, Texas 77449 • Tel:(713) 347-2323 • Fax:(713) 347-4060 TENANT IMPROVEMENT tenant lay-out/build-out, interior remodel/finish) Pro ' elct : Nine West Seminole Town Center 183 Oregon Ave.. Space #B-8A Sanford, FL 32771 Owner: Nine West Group, Inc. 9 West Broad Street Stamford, CT 06902 203-348-2418 Vinnie B"redice Contractor: OUT TO BID G.C. will pick up and pay for Building Permit at a later date. Contractor will have all necessary licences. We are to submit or walk through plans, so permit will be ready when project is awarded. Use Group: Mercantile Construction Type: 2-C (1 Hr) Occupant Load: 32 Subdivision: Seminole T.C. Size: 1,494 Sq. Ft. Value: $ 27,500 No. of Employees: 3-4 Start date: June 12, 1995 Scope of work: INTERIOR ALTERATION (existing retail.lease space) Applicant: Retail Permit Services 22530 Townhall Court Katy, Texas 77449 800-556-8641 Kent Fahey Architect: Vanney Associates 255 E. Kellogg Blvd. St. Paul, MN 55101 612-222-4642 Robert Vanney