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HomeMy WebLinkAbout203 Towne Center Cir 95-1940; (a) INTERIOR REMODEL5-— 9 Yc 72 r -& Z ZONE DATE CONTRACTOR ADDRESS PHONE # LOCATIOI OWNER ADDRESS PHONE # x y 5-cfsol y- PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR OUCLt ADDRESS PHONE # MISCELLANEOUS CONTRACTOR AU4-D ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS () ARCHI i ECTURAL APPROVAL DATE: SUBDIVISION: PERMIT # l) - l I LOT NO. JOB ,s-, (9'Y &t . BLOCK: COST $ 1011 5n b D SECTION: SQUARE FEET: FEE $ ASS MODEL: STATE NO. C Uv2 c/ OCCUPANCY CLASS: FEE $ ! -, FEE $ FEE $1 0 INSPECTIONS 1 TYPE DATE OK REJECT BY I FEE $! ENERGY SECT. CERTIFICATE OF O CUPANCCY . ISSUED # ZFS DATE: FINAL DATE EPI: CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT 0 H b U 0 N a a 0 PERMIT ADDRESS 2C7w_`J Total Contract Price of Job `u 1 , G- o0__ Describe Work 1 a T iL ICSIZ Type of Construction Number of Stories Occupancy: Residential LEGAL DESCRIPTION TAX I.D. NUMBER PERMIT NUMZB _ Total Sq. Ft. Flood Prone (YES Number of Dwellings Zoning Commercial _ Industrial lease attach printout from Seminole Count OWNER 106. PHONE NUMBER (Eb5a3 5- L7t)j ADDRESS I{f~ ICcfi C }C1Z. , Su FEE 46-1 1 0 CITY j Q p "e STATE F=L, ZIPL}(7 ( TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY STATE ZIP BONDING COMPANY ADDRESS CITY ARCHI ADDRE CITY STATE MORTGAGE LENDER ADDRESS CITY STATE ZIP ZIP CONTRACTOR inn CD. PHONE NUMBER ADDRESS 5. - Ln ST. LICENSE NUMBER C&i O'Z2CJC?P5 CITY PAL_ I-kaQFa., STATE __rL 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. y ro Z S j h ,— % 1< m o a 5 o n Signature o Owner/Agent & Date Signature of Contractor & Date 0 a'< George Gebhart 14 i L/ "J 6 c z Type or Print Owner/Agent Name Type or Print Contractor's Name d x Oil J Signature of Notary Date— Signature of Notary W Date Official Seal) Official Seal) OFFiC:IAL. NOTARY SEAL 1:5'1'I-iER L STACY UI I r IA L NOTARY SEA L i THER L STACY 0 a I NOTARY WiLIC STATE OF FLORIDA COMMISSION NO. CC28190 NOTARY PUBLIC STATE OF FLORIDA C'ONBMI, SION NO. CC281903 ti RY C)i h i, 1.`N I,XP, Iv111Y 2,199? o w 3 4w.....--- m GO C Application Approved BY: Date: c a FEES: Building a Radon Police Fire 7vV a H Open Space Road Impact pplication H i c o PERMIT VALIDATION: CHECK CASH DATE BY d o a ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) H ZaL THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE f 9 CITY OF SANFORD FIRE -.DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 qDATE: lj ` PERMIT #: I I I BUSINESS NAME: ADDRESS: 7 Lo 3 `n e,•L k're ',I1 , PHONE NUMBER:( ) PLANS REVIEW [a TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT COMMENTS: Fees must be paid to Sanford Building Department,,300 N. Park Avenue, Sarjford, 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. S ford ire Prevention Applicants Signature BUILDING DEPARTMENT CONTRACTOR INFORMATION SHEET Building & Zoning Dept. LICENSE HOLDER: David L. Brandon FIRM —NAME: Brandon Construction Company FIRM ADDRESS: 557 U.S. Alternate 19 CITY: Palm Harbor STATE FL. PHONE(813) 784-6378 ZIP 34683 I HEREBY AUTHORIZE THE BUILDING DEPARTMENT OF Sanford TO ISSUE PERMITS TO THE FOLLOWING INDIVIDUALS: AUTHORIZED PERSON (S): John Jack Wills NOTE: This section must bear the NOTARIZED SIGNATURE of the LICENSE holder. I understand that I remain fully responsible and liable for all acts performed under said permits. Date: Signed: License Holder) CGCO22908 Sworn to and subscribed before me this / day of /`l 19 95 . My commission expires: Notary Public) OFFICIAL NOTARY SEAL ESTHER L STACY NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC2819(Y3 my COMMISSION I;XP, MAY 2,)997 Pe mit Number: Tax Parcel Number; Address Of Job, NOTICE Of' COMMENCEMENT State cf rt C)VU 7 A couflt y THE UNDERSIGNED Yiez,eby gives no' -ice that. .Improvement W111 be made to certain real property, and in accordance with chapter 713, Fl.orlda Statutas, the foll.owi.ng infcrma ion is provided in his Notice of Commencamont. 1. Description of Prcperrv' .4i _' -4lL tAALL General oe+k%r1pt"on 0,`. Improvement: a. game &Address \jt!S \4n V- Zt tEre;t in pr p,1•ty S} c . ETA & Add: es-s ow e - a.m Te t1`Iehc er (ryt ier than Owner). 'T 4. Contractor's Na1r 0 A rasa: 1)aL. L0k#,rtv't_ T5. Surety Information: b . Am o U n t of Bond:---- 6. Leader t %SMa ; AddraSS: 7. Persons 14"thin t::e State of F1o,rTd>A esignated by Owner upon whorl ncti.ces oc- other documents may be served as provided by Section 713.!3(1),Ai7, Florida Statut.e$; Name & Address: S. In addition, to h,"nse ownerde innate L _ f o0 rec o reis T race v4 a copy of: the -;'tenor s Notice as prov e`c in Section 113.13( 1)(b), Florida statutes, 9, Ex'piratiar, date of sletice of Commencement (the` expiration date is one ( 1) yea,: from the date;;o£ recording unless a different date is soecified')'.' Signature. of Owner: Sworn to and subscribed before me this _Zk day of, t.t4d Fr1CiA1 1'OiARY S F:A NO'Cary Public tijT1rFRLSTACY NOTARY K;R1.1C STATE QV f,10> e My CommisslonExpires; f c=QtiM1SS!(,)NNO C :281?03 r,,..,,or, .\ E-XI'. MAY 2.1 C d ivi 1 1, C,lr (iitI X V J, NO i I')1l li A',,NO) 1g0GNL`I WV OZ : R HN S6-T-rU BUILDING SIZING SUMMARY Building Name : VW, SANFORD,RETAIL 05--02-95 Location : Sanford(Orlando), Florida Block Load Lite v1.00 Prepared By : Herb Newman Page 1 of 1 TABLE 1. INPUT DATA -- WEATHER City Sanford(Orlando) Summer dry-bulb - 93.0 F State Florida r Coincident wet -bulb= 76.0 F Data Source User Modified Daily Range - 17.0 F Latitude 28.4 deg. Winter dry-bulb - 38.0 F Elevation 106.0 ft Atmos. Clear. Num. = 0.90 TABLE 2. INPUT DATA -- BUILDING System Type : Clg & Warm System Start 600 Duration 24 Air Htg hrs SIZING SPECIFICATIONS Supply 57.0 F Ventilation 0.00 CFM/person Exhaust 0 CFM FAN Configuration : Blow-Thru Power in kW 0.0 kW TABLE 3. SIZING DATA -- COOLING THERMOSTAT SETPOINTS Cooling ( Occ ) cooling Mow) now ) Heating FACTORS Coil Bypass - Safety (Sens) Safety (Latent) Heating Safety RETURN AIR PLENUM Roof Load Lighting Load Wall Load 75.0 F 75.0 F 68 .O F 0.050 10 % 0 % 0 10 % Y 0 0 0 Total coil load - 55,218 BTU/hr Load occurs Jan 2300 Sensible coil load = 48,658 BTU/hr Outdoor Db/Wb = 69.1/ 64.9 F Total sensible - 48,658 BTU/hr Coil Conditions: Supply temperature = 57.0 F Entering Db/Wb = 75.0/ 63.9 F Supply air (actual> 2,513 CFM Leaving Db/Wb = 57.0/ 56.5 F Supply air (std) - 2,503 CFM Apparatus dewpoint= 56.1 F Ventilation air - 0 CFM Bypass factor - 0.050 Direct exhaust air = 0 CFM Resulting RH - 54.8 % Reheat required - 0 BTU/hr Floor area (sgft) 2,192 Total coil load 4.60 Ton Overall U-value 0.000 Sensible coil load 4.05 Ton Vent air CFM/sgft 0.00 SQFT/Ton = 476.37 Vent air CFM/person 0.00 Cooling BTU/hr/sgft = 25.19 Cooling,CFM/sqft = 1.15 TABLE 4. SIZING DATA -- HEATING Heating coil load - 0 BTU/hr Heating BTU/hr/sgft = 0.00 Ventilation load - 0 BTU/hr Heating CFM/sqft - 1.15 Total load - 0 BTU/hr Floor area sgft) - 2,192 Ventilation airflow= 0 CFM Overall U-value - 0.000 Supply airflow - 2,513 CFM Vent air CFM/sqft - 0.00 Vent air CFM/person = 0.00 K*:***c********=K*K****';k*:kW=K=:;k;k**=KW'K*c c***:k********:*:K*****c******c BUILDING SIZING SUMMARY Building Name : VW SANFORD TOT.LAB 05-02-95 Location Sanford,(Orlando), Florida Block Load Lite v1.00 Prepared By Herb Newman Page 1 of 1 TABLE 1. INPUT DATA -- WEATHER City Sanford(Or lando ) Summer dry-bulb - 93.0 F State Florida. Coincident wet -bulb= 76.0 F Data Source User Modified Daily Range - 17.0 F Latitude 28.4 deg. Winter dry-bulb - 38.0 F Elevation 106.0 ft Atmos. Clear. Num. = 0.90 TABLE 2. INPUT DATA -- BUILDING System Type Clg & Warm Air Htg THERMOSTAT SETPOINTS System Start, 600 Cooling (Occ ) 75.0 F Duration 24 hrs Cooling (Unocc) : 75.0 F Heating 68.0 F SIZING SPECIFICATIONS FACTORS Supply 57.0 F Coil Bypass 0.050 Ventilation 0.00 CFM/person Safety (Sens) 10 Exhaust 0 CFM Safety ( Latent) 0 Heating Safety . 10 FAN RETURN AIR PLENUM Y Configuration Blow-Thru Roof Load 0 Power in kW 0.0 kW Lighting Load 0 Wald Load 0 TABLE 3. SIZING DATA -- COOLING Total coil load - 45,335 BTU/hr Load occurs @ Jan 2300 Sensible coil load = 41,850 BTU/hr Outdoor Db/Wb = 69.1/ 64.9 F Total sensible - 41,850 BTU/hr Coil Conditions: Supply temperature = S7.0 F Entering Db/Wb = 75.0/ 63.6 F Supply air (actual)= 2,161 CFM Leaving Db/Wb = 57.0/ 56.5 F Supply air (std) - 2,153 CFM Apparatus dewpoint= 56.1 F Ventilation air - 0 CFM Bypass factor 0.050 Direct exhaust air = 0 CFM Resulting RH - 53.6 % Reheat required - O BTU/hr Floor area (sqft) 1,486 Total coil load - 3.78 Ton Overall U-value 0.000 Sensible coil load - 3.49 Ton Vent air CFM/sgft 0.00 SOFT/Ton - 393.34 Vent air CFM/person 0.00 Cooling BTU/hr/sgft 30.51 Cooling CFM/sgft - 1.45 TABLE 4. SIZING DATA -- HEATING Heating coil load - 0 BTU/hr Heating BTU/hr/sgft = 0.00 Ventilation load - 0 BTU/hr Heating CFM sgft - 1.45 Total load - 0 BTU/hr Floor area,(sgft) 1,486 Ventilation airflow= O CFM Overall U--value - 0:000 Supply airflow - 2,161 CFM Vent air CFM/sgft - 0.00 Vent air CFM/person = 0.00 a j 1 rl QAvVi 4x1 T 1 ,ti si r'Y i .•}'t St Flo Kn 21 RAW- rKzq my wom i 111} g$ p i Tai n..0 Ak 4.k y k S i NA nil P IY tL »ham AND a MIS 7j t y y At'," w., a.., s,.-u - aa•= v...3ca,:r_<mz..,a,,,,...,... ._ n. x.:v_.Na..+.,n,, 1-. ! rAtS x/ 3 4 a+ yy eo, r i iiifiJ t a t LLT I f41'. i fIf a 2 t i x 1 Ys F,. axa•.-.:.a av,. A xrs,w,a+a s - to . ,.^ f f j Y. ` kA V .O k; b 4 9r : ir CITY OF SANFO BUILDING DEPARTMENT SEMINOLE TOWNE CENTER OFFICE June 19, 1995 Brandon Construction Co. 557 U.S. Alt. 19 Palm Harbor, Fl. RE: Vision Works 203 Seminole Towne Circle Sanford, Fl. On June 19, 1995 I performed a plans review of the above project. The following item was found. 1) PVC pipe not allowed ie plans are approved with the above items. Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst BUILDING DEPARTMENT I SEMINOLE TOWNE CENTER OFFICE i June 19, 1995 I Brandon Construction Co. 557 U.S. Alt. 19 Palm Harbor, Fl. RE` Vision Works j 203 Seminole Towne Circle Sanford, Fl. I" 4 On June 19, 1995 I performed a plans review of the above project. The following item was found. l) PVC pipe not allowed II i I The above plans are approved with the above items. Your Servant; Charles D. Grover, C.C.A. Chief Code Analyst I a CITY OF SANFORD, FLORIDA E PERMIT NO. % DATE I THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL- LOWING ELECTRICAL WORK: OWNER'S NAMEonr-KS ADDRESS OF JOBZ 3 -1—ow l ey)4(' /C1 , LM 14 i — 2 ELEC. CONTR r Md G Residential Non-residenti"L_ Subject to rules and rag lations of the city and national electric codes. Number AMOUNT Alteration Addition Re air i an f Service Residential Commercial Mobile Home Factory Built Housing New Residential 0-100 Amp Service 101- 200 Am Service 201 Am and a ova New Commercial p ervice Application Fee i TOTAL II C By signing this application 1 am stating I will be in compliance with the NEC including Article 110, Section 110-9 and 110-10. Building Official Master Electrician STATE COMPETENCY NO. Pam- FLORIDA,OF CENTRAL City Of Sanford Building Department 203 Town Center Circle Sanford, FL To Whom it may Concern, I Steve Weiner, Owner of Lightning Electric of Central Florida, Inc. Give permission to Linda Bastian to pull Permits in Sanford. Thank You, Steve Weiner, President Cow. !ERCIAL;• RESID..ENTIAL INDUSTRIAL •; .LICENSE'D- • BONDED • INKS-URED CITY OF SANFORD. FLORIDA d PERMIT NO. DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL. LOWING PLUMBING WORK: OWNER'S NAME "' 5 (0 Al Poe - ADDRESS OF JOB Q o 3 / aw ;-L ` PLUMBING CONTR _ Res. _ Comm. i Subject to rules and regulations of Sanford plumbing code. Residential: I Number Amount Alteration, Addition, Repair I I New Residential: One Water Closet Additional Water Closet Commercial: Fixtures. Floor Drain, Trap Sewerr Water Piping Gas Piping Factory -built housing Mobile Home i Application Fee I Minimum Commercial Permit.- $25.00 Totil i Master Plumber Pd c 4- - s y COMPETENCY CARD NO 6R71 AV&3 I r CITY OF SANFORD, FLORIDA PERMIT NO. 1,' l DATE THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. M CHANICAL EQUIPMENT: V OWNER'S NAME • ADDRESS OF JOB /bti Y CCf1 c rr JAf 13Z MECHANICAL CONTR. IyJCC, 7 e 44 ,nT - RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK Ii COMPETENCY CARD NO. 09/18/1995 13:32 8139624349 NUCCIO A/C PAGE 01 September 18, 1995 TO WHOM IT MAY CONCERN: This letter is to authorize Albert Colloa to pull a permit for Nuccio Heating and Air in the City of Sandford. W.E. Edmonso WV-1IRi :1 VwTOJ MV NZr,,* m Mofah 98, IWO Comm NO CC 4116 GUNN HIGHWAY • TAMPA, FLORIDA 33624 (813) 961-7895 • 1-800-833-7895 - FAX (613) 962-4349 FL - CAC014365 - OK - 040679 • TN - CMC-C3448/ iX - TACL8012575E • WV - 031-1194-001 OA - CN006479 • SC - M-3885 - NC - 18690 VA - 2705-028156A • AL - 95017 CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS d -, ou' 0 Clyr"f-'a Total Contract Price of Jqb 15j 1 9O. OP Describe Workl::t S Type of Construction Number of Stories PERMIT NUMBER Total Sq. Ft.© 1, AI r Flood Prone (YES) (NO)' Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER OWNER S p ( Ocn l-, CaV4. 1 M t 't' r PHONE NUMBER 3 1-7 - 63 6-16J P- ADDRESS CITY TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY V7 Sf at-j Number of Dwellings STATE - q J. ZIP STATE ZIP STATE ZIP STATE ZIP STATE ZIP Zo CONTRACTOR Mfg jt 4• ?•1 PHONE NUMBERo ADDRESS fl . O ST. LICENSE NUMBER SD®D 3 CITY , 2a'rW STATE ZIP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performedtomeet 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 BEE14 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 WI THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713 A H a 3 0 A Z U) - i n7 w c o u o 4J 0, O N > 1 Z w H Signature of Owner/Agent & Date Type or Print Owner/Agent Name Signature of Notary & Date Official Seal) NOTIFY THE OWNER OF THE PROPERTY OF D O t ? r- ® ' ^ d tY r* j'O mma D on ig t. of Contractor & Datp o n '< 77 /l.. c z Ty e or Print ontractor's Name e x d o Sinatur of Notary & Date 0 r+ MY COMMISSION # CC 470040 aF Fyn'. Bm EXPIRES: August 4,1999 M Thru Notary PubIIC UndOrM tters O^ W Application Approve BX: Date: 0 FEES: Building ado Police Fire a Open Space Roa Impact Ap li ation H PERMIT VALIDATION: CHECK CASH DATE (j BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE r`: V C3= BUXLD331G OFFICSAL r September 12, 1995 TO:.. All Concerned Departments FROM: Gary Winn, Building OfficialW— SUBJECT: Issuance of Certificate of Occupancy for the Build Out of Interior of Mall and Interior Local Stores The undersigned have agreed to approve the issuance of the Certificate of Occupancy for all interior local stores and the Mall area itself. Engineering Zoning S-5 rtar s o Public Work Utilities GW/ar CyEch ow AeL O9yha ry Y BP101IO2 CITY OF SANFORD Land Master Selection By Street Address Ty e.options. press Enter. 1=Select 5=View detail ee e 9/ 12/96 14:25:49 Opt Street address Owner 184 TOWNE CENTER CR-Ve/97•S0 17/1Q/gS&2567_SUN COAST MOTION PIC 185 TOWNE CENTER CR I °19 186 TOWNE CENTER CR 187 TOWNE CENTER CR$W87.So S/io/9S#255'! RAVE 188 TOWNE CENTER CR04/87.so 7//3/9s# 2g9V LTTTMAN JEWELER'S 189 TOWNE CENTER CR UNITED ARTISTS' ' 190 TOWNE CENTER CR Aone• die- HEEL AND SEW 191 TOWNE CENTER CR SEMINOLE TOWNE CENTE 192 TOWNE CENTER CR POLICE SUB -STATION 193. TOWNE CENTER CR$/i37.60 17/zs1ls-*25/8 HAIR PLUS 196 TOWNE CENTER CR rcb1T_E 199 A TOWNE CENTER CR r_ 199 B TOWNE CENTER CR 199 C TOWNE CENTER CR S i 199 D TOWNE CENTER CR F3=Exit F12=Cancel 07 -04 SA MW KS IM II S 1'' AO KB BP101IO2 CITY OF SANFORD 9/12/95 Land Master Selection By Street Address 14.:26:49 Tvpe options? press Enter. 1-Select 5=View detail Opt Street address Owner.. 199 E TOWNE CENTER CR SE-1-40' 6 TOWNE- G-ET 199 F TOWNE CENTER CR 199 G TOWNE CENTER CR S 199 H TOWNE CENTER CR E :;owc-. r_ 2OO y Ce B TOWNE CENTER CR&SO 5 4/45A* 23ZS 611 201 TOWNE CENTER CR GALA ROOM F-16 202 TOWNE CENTER CR$487.50 7/zs/gs*25/7 FLETCHERS MUSIC 203 TOWNE CENTER CR$2g37.so 2,*5VISION WORKS 204 TOWNE CENTER CR NONE bUG CURIO ARTS 206 TOWNE CENTER CR$975 "'!/Z'gbs#2523 CHAMPS. . 207 TOWNE CENTER CRA(F7.50 V/S/45v 2 G 4 3 FINISH LINE 210 TOWNE CENTER CR N000 Wrz STOCKDALE . 211 TOWNE CENTER CRAIR 7. So 9122/1?54-4 2s4q JAN' S HALLMARK 212 TOWNE CENTER CR Wv"c avr- SUCCESSORIES 213 TOWNE CENTER CR BRICKLEY & COMPANY F3= Exit F12=Cancel 07- 04' SA MW KS IM II S1 AO KB VISIONMOnEgg INCE GEORGE E. GEBHARDT Senior Vice President - Merchandising/Marketing September 13, 1995 Z 1SanfordBuildingDepartment Attention Gary Winn, Building Official 300 North Park Avenue Sanford, Florida 32772 Dear Sirs: This letter verifies that no sales or business will be conducted at the Visionworks at Seminole Towne Center Mall in Sanford prior to the September 22nd mall opening date. This letter is also our formal request for a certificate of occupancy for our store and is being written from the direction given to us by our contractor, Brandon Construction Company. Sincerely, George Gebhardt GG/nwg Mailing Address: P.O. Box 17660, Clearwater, Florida 34622-0660 Street Address: 13830 58th Street North, Clearwater, Florida 34620 (813) 524-6201 FAX (813) 524-6290 Mr. Rob Roberson Vision Works, Inc. 8333 Bryan Dairy Road Clearwater, FL 34618 Reference: Dear Mr. Roberson: S MANAGEM[NT ASSOCIATES INDIANA). INC. 4I AUG 1 1995 SIGN REVIEW VISIONWORKS SPACE #P-08 July 26, 1995 Via regular mail SEMINOLE TOWNE CENTER SANFORD, FLORIDA Your sign design and construction drawings have been reviewed, and they are approved as noted. One set of plans marked with review comments is enclosed for your records. You are responsible for informing your vendor of pertinent lease requirements, procedures for checking in with the appropriate Landlord Representatives at the site, and all Mall Rules and Regulations. Sincerely, Lc0 1.0 Robert L. Horkay Tenant Coordinator Copy: Mall Manager, Central Files DMFNIS WOSA 1.DOC Direct Dial (317) 263-7916 NAERCHANTS PLAZA POST OFFICE BOX 7033 ° INDIANAPOLIS. INDIANA 46207, 317-636-1600 Pinellas (813) 573-7757 • WATTS (800) 526-3325 • FAX (813) 573-0328 August 9, 1995 City of Sanford` 300 - North Park Avenue Sanford, Florida 32771 To whom it may concern: I Priscilla G. Thomas, authorize Gregory T. Davis to represent Thomas Sign Awning Company, Inc., for the purpose of obtaining any permits/regis- tration, and signing on behalf, as needed by our company. President STATE OF FLORIDA COUNTY OF PINELLAS Before me this day personally appeared Priscilla G. Thomas, to me well known and known to me to be the person described in and who executed the foregoing instrument, and acknowledged to and before me that she executed said instrument for the purposes therein expressed. WITNESS my hand and official seal this 9th day of August , A. D. 1995. ota Public of Florida W.NMRAL WARM NOTARY PUKX SAE C My commission expires:, 4590 118th Avenue North • Clearwater, FL 34622 SALES AGREEMENT NO. ``6 9 6 day of Juno 19 ; 5 Represented by Dc t t n a Sl,i hereinafter called Buyer. I hereinafter "contained, the parties agree as follows: Seller will f .1 t rYA x n ri COST E 0 011) tJ}. k' t9:i't11 ".IlE3 Misc. 11 DELIVERY r1 wt)a r k 3 t s SUBTOTAL 00 ft'7:ac a—e.tt. b}+',- SALES TAX j 362. 60 f 09t are< SUB TOTAL i 5: 5 42 6 0 D oEPSIT 2!,.7.71 30 AMOUNT DUE'' 7 11 30 I 7 4 i i JUL-24-95 MON 4:23 PM BRANDON CONSTRUCTION; FAX NO. 813 789 3498 P. 1 NOTICEI(.E OF C R'CLSYC1RCIT C01 11" RECOR ED .. VCR FIEF Permit No. 1`1` Paicel I. D: No. Z 19 State of Florida County of Pinellas O (OU 1 RECEIVED Post- ie Fax Note 7671 THE UNDERSIGNED hereby give note T be made to certain real property in accordance c-J MaS Statues, the following information is provided Phone f Z-4joo x Zt commencement. Fax * Sa- n-vip Phone 4 95 JUL 10 AID a 1 I.Description of property (legal drscriptivn of property and address if available) 053 T6,-4jE: 2.General description of i a%2 n691h.1= 9 v 3 co o-- n b i— h MW 3. Owner information 115 `-jaF k,/t44j w S a)Name and address 60 n,> Toy40e Ler.Tt-2 LIMM R RPEiKA P itjo,&JA Lis, i 1 q b)Interest in property c)Name and address of fee simple titleholder (if other then owner) iEE scarp a)Name and address 4. A b),Amount of bond Q A _ b.Lender ( name and address) J/P 7.Person within. the State of Florida designated by o` i provided by Section 711130).W(7), Florida Statues. Name and address_ t4caRiC 8.1n addition to him or herself, owner designates I of.r eot Ttnr4 Cb to rE 713.13( 1)(b), Florida Statues. 9.Expiration date of notice of commencement L3 from the date of recording unless a different date is s upon who notices or other documents may be served as a copy of the Lienor's Notice as provided in Section expiration date is one year v STATE OF FLORIDA COUNTY OF PINELLAS Sipat of Owner Ge, qe F 5N_oP#hRDT The following instrument was acknowledged before me 'this `'`='day of 3^t ,199 S , by_azq, E, C c v"& who i ona iy lmoo) nm o me or who produced as identification. After recording, return to: Notar S' nature Narrre:l s C iorl Name(print) i_.: s , YY . i Address55 11.5, AL-- 11 Title or rank City'RAt bn i AP_K FL, _sQa3 Serial number, if any v 11 94 t.ISA M GREENWOOD NOTARY PUBLIC STATE OF FLORIDA F _ COMMISSION NO, CCM619 O dn'd6rwriters linderwritersULLaboratdries Inc.oLaboratorieslnc.qD LIST, IL) ELECTRIC SI Nj SECTIONELECTRICSIGNSECTION NO?' 548646 :NQ. BA7 5,418645 OF C9 bF 11L Ato Underwriters, Underwritersyi Uqde YLe Vaboratories Inc.0Laboratorlesln'6.0 IC SIGN SECTION lLECTRIC.' SIGN SECTION NO B A 5 4 '8-`B 4 4548639 r Fp 1 V2_ OF T U lu ife Laboratories Inc;'O' nderWr rs Upderw itlersYu0Laboratories Inc LISTED ELECTRIC' SIGN {SECTIONELECTRICSIGNSECTION NOBA 548638 548643NO- BA- t' 0 . q: 6 F0F UL UnderwritersSULUnderwriters. ( E) Laboratories lnc.@o .-Laboratories Inc.@ S ELECTRIC iSIGN SECTIONELECTRICSIGNSECTION NO BA- .548637 NO, BA- 1 . 548642 OF OFEQ U Underwriters E-4 ',underwritersT Laborator i Ind.@aboratoriesInc.@ '111T,ID ELIEC RI SELECTRIC0 GN SECTION, ISIGNSECTION fi A 548-636" P, BA 4.6 4 1/-U,- - V, F ®OF /4J1 IfI-- _lr7 SUnderwritersLaboratories Inc.o ELECTRIC SIGN SECTION NO, BA- 548647 ELl OF Fi Z-711 I I Underwriters Laboratories Inc.@ ELECTRIC SIGN SECTION NO BA- 548646 OF w t I MT! S E M - N 0 L E TM-W CO.......... ANFORD FLOR IDA 4 f t t PLAN- © - c FARS J.C. PENNEY 7ur a V / ono F max O / u_1 — PARISIAN yisioNrbRKS UPPER LEVEL c PLAN TRUE SSr '1, ^' `,yt , °;..;" a ' ,y..wa7 " s± 'Y-xe s,raa• „.. .. --i , : x. r CITY OF SANFORD FIRE -DEPARTMENT FEES FOR SERVICES PHONE #: 407-322-4952 DATE: Sr J,S PERMIT #: BUSINESS/ I SiO„ L ri,r-S ADDRES$? PHONE NUMBER: PLANS REVIEW BURN PERMIT TANK PE 'IT COMMENTS: AMOUNT $® TENT PERMIT REINSPECTION FIRE SYSTEM 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, 1 rida. A Sanford Prevention p lic7s S'igPa66re ro 0 W U b O w x O CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT 03 PERMIT ADDRESS OWNE CENTER CIRCLE, SPACE 34 PERMIT NUMBER Total Contract Price of Job $4000.00 Total Sq. Ft. Describe work INSTALLATION OF AUTOMATIC FIRE SPRINKLERS Type of Construction AUTOMATIC FIRE SPRINKLERS Flood Prone (YES) (NO) 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 SI ADDRESS PO BOX 703'3 CITY INDIANAPOLIS TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY ARCHITECT ADDRESS _ CITY MORTGAGE LENDER ADDRESS CITY S STATE I STATE STATE STATE STATE PHONE NUMBER ZIP 46207 ZIP ZIP ZIP ZIP CONTRACTOR WAYNE AUTOMATIC FIRE SPRINKLERS, INC. PHONE NUMBER 407-656-3030 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 constr,Wction 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. H U Z' D O 0 h rr , D o a; O ti . Signature of Owner/Agent & Date Signature of Contractor & Date 0 1'-I 6 RANDALL D. ALMOND H Z i Type or Print Owner/Agent Name Type or Print Contractor's Name C7 Di 1 6-30-95 E 1 ro; o n• i a 3 o r Z Q ri H rd w r G O 4 O 0 U) o J u a O N i Z w H Signature of Notary & Date Signature of Notary & Date I I ~ Official Seal) b0 i OMNbnlima^.. Q r' UTAAMy Comm Exp, s/09/99 e1 By Semce i. o. CC461401 wyKW,,_,/ (; AMwI D Application Approved BY: Date: FEES: Building Ra Police Open Space Road Impact AT PERMIT VALIDATION: CHECK CASH DATE 7Fire >© 1 c ttii o n G BY C ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD 'NCO. ADMIN) O ro n 0 a G D a I THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE CERTIFICATE.OF INSURANCE CSR AB DATE(MM/DD/YY) PRODUCER WAYNE-1 03/29/95 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Hugh Cotton Insurance, Inc. P.O. Box 1701 Orlando FL 32802 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE Thomas Cotton COMPANY 407-898-1776 A National Surety Corporation INSURED COMPANY B American Automobile Insurance Wayne Automatic Fire COMPANY Sprinklers, Inc. C Employers Self Insurers Fund 222 Capitol Court Ocoee FL 34761-3033 COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YYI LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR MZG80602893 09/01/94 09/01/95 GENERAL AGGREGATE s 2,000,000. X PRODUCTS - COMP/OPAGG s2,000,000. PERSONAL & ADV INJURY s 1,000,000. OWNER'S& CONTRACTOR'SPROT EACH OCCURRENCE s1,_000,000. FIRE DAMAGE (Any one fire) 50,000. MED EXP (Any one person) If 5,000. AUTOMOBILE LIABILITY XA ANY AUTO MZG80602893 09/01/94 09/01/95 COMBINED SINGLE LIMIT s 1, 000, 000. ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY person) Per X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY Per accident) sX PROPERTY DAMAGE s GARAGE LIABILITY AUTO ONLY - EA ACCIDENT ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT If AGGREGATE B EXCESS LIABILITY X UMBRELLA FORM XCG2550742 09/01/94 09/01/95 EACH OCCURRENCE s4,000,000. AGGREGATE s4,000,000. OTHER THAN UMBRELLA FORM s C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY X STATUTORY LIMITS EACH ACCIDENT 500,000. S/EXE U INCLPARTNETHERS/EXECUTIVEPARTNERSlEXECUTIVE 0830122960000 04/01/95 04/01/96 DISEASE - POLICY LIMIT- s 500, OOO. OFFICERS ARE: EXCL OTHER DISEASE - EACH EMPLOYEE $ 5 O 0 , 0 0 0 . DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION CITSANF SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL City of Sanford 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, 300 N. Park Avenue BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Sanford FL 32771 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ACORD 25-S (3/931 AUT PRIZED REPRESENTATIVE, , T omas - r 69tton\ 0ACORDCORPORATION 1993 THIS CERTIFIES THAT: BUSINESS ORGANIZATION: STATE OF FLORIDA OFFICE OF TREASURER DEPARTMENT OF INSURANCE TALLAHASSEE, FLORIDA STATE FIRE MARSHAL CERTIFICATE OF COMPETENCY RANDALL D ALMOND 222 CAPITOL COURT OCOEE, FLORIDA 34761 WAYNE AUTOMATIC FIRE SPRINKLERS INC. Ats d tHE STET FM07379 CONTRACTOR II IS LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TOLAYOUT, FABRICATE, INSTALL, INSPECT* ALTER* OR SERVICE WATER SPRINKLER SYSTEMS, WATER SPRAY SYSTEMS, FOAM -WATER. SPRINKLER SYSTEMS, FOAM -WATER SPRAY SYSTEMSSTANDPIPES, CUM3INATION STANDPIPES AND SPRINKLER RISERS, EXCLUDIN PRE-ENGINEEREDSYSTEMS. 1 07 O1 95 07 16 07 027668000181 16475d30002 .150.00 06.'.'l 30 )6 TREASURER INSURANCE COMMISSIONER ISSUE DATE TYPE CLASS COUNTY LICENSE OR PERMIT NUMBER APPLICATION TAXES 8 FEES COM PAFNY EXPIROTFION FIRE MARSHAL r VJ.JIVLV wVtcn Drawing Date:8/1/95 HYDRAULIC DESIGN INFORMATION SHEET 8/ 2/95 9:35 Job Name: VISION WORKS Location: 259 TOWNE CENTER CIRCLE SANFORD FL Drawing Date: 8/l/95 Contractor: BRANDONE CONST. 557 U.S. ALTRENATE 19 PALM HARBOR FL 34683 Designer: LOUIS P. Calculated By:SprinkCALC CSC Systems & Design Construction: SPRINKLER SYSTEM Reviewing Authorities:SANFORD Remote Area Number: 1 Telephone:1-813-784-6378 Occupancy:ORD. HAZ. 2 SYSTEM DESIGN Code:NFPA 13 Hazard:ORD. HAZ. 2 System Type:WET Area of Sprinkler Operation 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.20 1 Make:CENTRAL Model:H Area per Sprinkler 130 sq ftj Size:1/2" K-Factor: 5.60 Hose Allowance Inside 250 gpm Temperature Rating:165HoseAllowanceOutside0gpm CALCULATION SUMMARY gpm Required: 757.6 psi Required: 55.7 @ WATER SUPPLY Water Flow Test Pump Data Tank or Reservoir Date of Test 6-7-95 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 194 Gallons Notes: V1u71V1V w rcna Drawing Date:8/1/95 HYDRAULIC CALCULATION DETAILS 8/ 2/95 9:35 HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 508 46.4 psi1Pipe4" 10 10' 120 4.260 508 0.6 1 Pipe 6" 10 30' 120 6.357 508 0.2 1 6" Grvd 90 Ell 14' 120 6.000 508 0.1 1 4 x 4 x 6" Grvd Tee **No Takeout** 20' 120 4.000, 508 1.5 2 8" Flingd Gate Valve CENTRAL Model 4' 120 8.000 508 0.0- 2 8" Fingd Check Valve Model "CENTRAL 0' 0 8.000 508 0.0 1 Pipe 8" PV UNDERGROUND PIPING 500' 150 8.280 508 0.7 1 4" Fingd Butterfly Valve CENTRAL Mo 12' 120 4.000 508 0.9 Elevation Change 12'0" 5.2 Fixed Flow INSIDE HOSE 250 gpm Total Loss for 9.3 psi Required at 758 55.7 psi Water Source 71.0 psi static, 52.0 psi residual @ 134O--gpm 7,58 gpm'`"64.4 psi SAFETY PRESSURE 8.7 psi Available Pressure of 64.4 psi Exceeds Required Pressure of 55.7 psi This is a safety margin of 8.7 psi or 16 % of Supply Maximum Water Velocity is 25.2 fps vlbluN wuxx5 Drawing Date:8/l/95 8/ 2/95 9:35 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) =.K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T.-Tee LT - Long Turn SPEC.- Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total.pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)'1.85 / ID-4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID-4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: 90 Ell Pressures are balanced to.0.001 gpm. Pressures are listed to 0.01 psi. Addition may'v8Lry by 0.01 psi due to accumulation of round off. Calculations conform to'N'FPA 13 edition. Velocity Pressures are considered on branch lines and cross mains V-LbIUA WUNAb drawing Date:8/1/95 8/ 2/95 9:35 REMOTE AREA ## 1 PAGE 1 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 23 TO 49 (SUPPLY - DRAWING REF. "W" HEAD 23 16.3 1" 0 0 110" 6.1 fps 8.3 8.3 8.3 -12 0.26 gpm/sq ft 1.049" 1 0 510" 0.089 0.5 0.0 -0.2 12 K = 5.60 16.3 120 40 0 610" 0" 0.0 8.3 8.5 24 REF 48 16.8 1" 0 0 911" 12.4 fps 9.8 9.8 PATH 2 1.049" 0 0 0" 0.330 3.0 1.0 K = 5.34 33.1 120 40 0 911" 0" 0.0 8.8 REF 47 18.7 1-1/4" 0 0 610" 11.2 fps 12.8 12.8 PATH 4 1.380" 0 0 0" 0.199 1.2 0.8 K = 5.41 51.8 120 40 0 6'0" 0" 0.0 12.0 REF 45 18.9 1-1/4" 0 0 3'11" 15.3 fps 14.0 14.0 PATH 5 1.380" 0 0 0" 0.354 1.4 1.5 K = 5.35 70.7 120 40 0 3111" 0" 0.0 12.5 HEAD 20 19.8 1-1/4" 0 0 6" 19.6 fps 15.4 15.4 12.9 -12 0.34 gpm/sq ft 1.380" 0 0 0" 0.559 0.3 2.5 0.3 12 K = 5.60 90.5 120 40 0 6" 0" 0.0 12.9 12.6 60 REF 40 19.8 1-1/2" 0 0 1116" 17.6 fps 15.7 15.7 PATH 7 1.610" 0 0 0" 0.380 4.4 2.0 K = 5.35 110.3 120 40 0 1116" 0" 0.0 13.7 HEAD 21 22.8 1-1/2" 0 0 6" 21.2 fps 20.1 20.1 17.1 -12 0.52 gpm/sq ft 1.610" 0 0 0" 0.538 0.3 3.0 0.6 12 K = 5.60 133.1 120 40 0 6" 0" 0.0 17.1 16.6 60 REF_33 21.6 1-1/2" 0 0 2012" 24.6 fps 20.4 20.4 PATH 10 1.610" 1 0 810" 0.711 20.0 4.0 K = 5.34 154.7 120 40 0 2812" 0" 0.0 16.4 REF 29 3" 0 0 1310" 6.0 fps 40.4 3.260" 0 0 0" 0.023 0.3 154.7 120 10 0 1310" 0" 0.0 CONTINUED 4.0.7 psi vl lt iv w tcna urawing Date:8/1/95 8/ 2/95 9:35 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 1 FROM HYDRAULIC REFERENCE 23 TO 49 (SUPPLY - DRAWING REF. "W") CONTINUED REF 28 116.2 3" 0 0 8'1" 10.5 fps 40.7 40.7 PATH 12 3.260" 1 0 1510" 0.065 1.5 0.7 K =18.38 270.9 120 10 0 2311" 0" 0.0 40.0 REF 27 236.7 4" 0 0 25'11" 11.5 fps 42.2 42.2 PATH 3 4.260" 2 0 4010" 0.056 3.7 0.0 K =36.45 507.6 120 10 0 65'11" 0" 0.0 42.2 REF 30 6" 0 0 6119" 5.2 fps 45.9 6.357" 0 0 0" 0.008 0.5 507.6 120 10 0 6119" 0" 0.0 REF 49 507.6 gpm PATH 1 K = 74.55 46.4 psi PATH 2 FROM HYDRAULIC REFERENCE 22 TO 48 HEAD 22 16.8 1" 1 0 910" 6.3 fps 8.8 8.8 8.8 12 0.27 gpm/sq ft 1.049" 0 0 210" 0.094 1.0 0.0 0.2 12 K = 5.60 16.8 120 40 0 11'0" 0" 0.0 8.8 9.0 24 REF 48 16.8 gpm PATH 2 K = 5.34 9.8 psi PATH 3 FROM HYDRAULIC REFERENCE 11 TO 27 HEAD 11 17.1 1" 1 0 718" 6.4 fps 9.5 9.5 9.5 12 0.81 gpm/sq ft 1.049" 0 0 210" 0.098 0.9 0.0 0.2 12 K = 5.60 .17.1 120 40 0 918" 0" 0.0 9.5 9.3 60 HEAD 8 17.0 1" 0 0 4'0" 12.8 fps 10.4 10.4 9.4 12 0.39 gpm/sq ft 1.049" 1 0 510" 0.349 3.1 1.1 0.1 12 K = 5.60 34.1 120 40 0 9'0" 0" 0.0 9.4 9.2 60 REF 46 20.6 1-1/4" 0 0 410" 11.9 fps 14.5 14.5 PATH 9 1.380" 0 0 0" 0.220 0.9 0.9 K = 5.41 54.7 120 4-0 0 410" 0" 0.0 13.6 CONTINUED 15.4 psi V161UN wuhAa Drawing Date:6/1/95 8/ 2/95 9:35 REMOTE AREA ## 1 FLOW GPM) PIPE PAGE 3 OF LENGTH PRESSURE BRANCH LINE 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 3 FROM HYDRAULIC REFERENCE 11 TO 27 CONTINUED REF 44 20.0 1-1/4" 0 0 213" 16.2 fps 15.4 15.4 PATH 8 1.380" 0 0 0" 0.392 0.9 1.7 K = 5.42 74.7 120 40 0 2'3" 0" 0.0' 13.6 REF 41 19.7 1-1/4" 0 0 719" 20.4 fps 16.2 16.2 PATH 6 1.380" 0 0 0" 0.604 4.7 2.8 K = 5.35 94.4 120 40 0 719" 0" 0.0 13.5 REF 37 23.3 1-1/2" 0 0 513" 18.7 fps 20.9 20.9 PATH 15 1.610" 0 0 0" 0.429 2.2 2.3 K = 5.40 117.7 120 40 0 513" 0" 0.0 18.6 REF 34 23.8 1-1/2" 0 0 2016" 22.5 fps 23.2 23.2 PATH 17 1.610" 1 0 810" 0.603 17.2 3.3 K = 5.33 141.4 120 40 0 2816" 0" 0.0 19.8 REF 26 95.2 3" 0 0 9110" 9.2 fps 40.9 40.9 PATH 11 3.260" 1 0 1510" 0.050 1.2 0.6 K =14.89 236.7 120 10 0 24'10" 0" 0.0 40.4 REF 27 236.7 gpm PATH 3 K = 36.45 42.2 psi PATH 4 FROM HYDRAULIC REFERENCE 24 TO 47 HEAD 24 18.7 1" 0 0 2110" 7.0 fps 11.1 11.1 11.1 12 0.28 gpm/sq ft 1.049" 1 0 510" 0.115 0.9 0.0 0.1 12 K = 5.60 18.7 120 40 0 7110" 0" 0.0 11.1 11.2 24 REF 47 18.7 gpm PATH 4 K = 5.41 12.0 psi PATH 5 FROM HYDRAULIC REFERENCE 17 TO 45 HEAD 17 18.9 1" 0 0 512" 7.1 fps 11.3 11.3 11.3 12 0.35 gpm/sq ft 1.049" 1 0 5'0" 0.117 1.2 0.0 0.1 12 K = 5.60 18.9 120 40 0 1012" 0" 0.0 11.3 11.4 24 REF 45 18.9 gpm PATH 5 K = 5.35 12.5 psi vl IViv WVKttJ Drawing Date:8/1/95 8/ 2/95 9:35 REMOTE AREA ## 1 PAGE 4 FLOUT 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 6 FROM HYDRAULIC REFERENCE 9 TO 41 HEAD 9 19.7 1" 0 0 419" 7.4 fps 12.3 12.3 12.3 12 0.25 gpm/sq ft 1.049" 1 0 510" 0.126 1.2 0.0 0.1 12 K = 5.60 19.7 120 40 0 919" 0" 0.0 12.3 12.3 24 REF 41 19.7 gpm PATH 6 K = 5.35 13.5 psi PATH 7 FROM HYDRAULIC REFERENCE 18 TO 40 HEAD 18 19.8 1" 1 0 2110" 7.4 fps 12.4 12.4 12.4 12 0.33 gpm/sq ft 1.049" 1 0 7'0" 0.127 1.2 0.0 0.1 12 K = 5.60 19.8 120 40 0 9110" 0" 0.0 12.4 12.5 24 REF 40 19.8 gpm PATH 7 K = 5.35 13.7 psi PATH 8 FROM HYDRAULIC REFERENCE 5 TO 44 HEAD 5 20.0 1" 0 0 210" 7.5 fps 12.7 12.7 12.7 12 0.22 gpm/sq ft 1.049" 1 0 510" 0.130 0.9 0.0 0.0 12 K = 5.60 20.0 120 40 0 710" 0" 0.0 12.7 12.8 24 REF 44 20.0 gpm PATH 8 K = 5.42 13.6 psi PATH 9 FROM HYDRAULIC REFERENCE 7 TO 46 HEAD 7 20.6 1" 0 0 712" 7.7 fps 13.5 13.5 13.5 12 0.20 gpm/sq ft 1.049" 0 0 0" 0.137 1.0 0.0 0.0 12 K = 5.60 20.6 120 40 0 712" 0" 0.0 13.5 13.5 24 REF 46 20.6 gpm PATH 9 K = 5.41 14.5 psi VliJ1UIN wuhxa urawing uate:b/1/9b 8/ 2/95 9:35 REMOTE AREA ##1 PAGE 5 FLOW OF LENGTH PRESSURE BRANCH LINE GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 19 TO 33 HEAD 19 21.6 1" 1 0 2111" 8.1 fps 14.9 14.9 14.9 12 0.36 gpm/sq ft 1.049" 1 0 710" 0.150 1.5 0.0 0.0 12 K = 5.60 21.6 120 40 0 9111" 0" 0.0 14.9 14.9 24 REF 33 21.6 gpm PATH 10 K = 5.34 16.4 psi PATH 11 FROM HYDRAULIC REFERENCE 1 TO 26 HEAD 1 21.9 1" 0 0 4" 8.2 fps 15.3 15.3 15.3 12 0.24 gpm/sq ft 1.049" 1 0 510" 0.154 0.8 0.0 0.0 12 K = 5.60 21.9 120 40 0 514" 0" 0.0 15.3 15.3 24 REF 43 22.2 1" 0 0 8'8" 16.5 fps 18.0 18.0 PATH 13 1.049" 0 0 0" 0.562 4.8 1.8 K = 5.23 44.1 120 40 0 818" 0" 0.0 16.2 REF 39 25.1 1-1/4" 0 0 8'5" 15.0 fps 22.8 22.8 PATH 20 1.380" 0 0 0" 0.340 2.9 1.5 K = 5.44 69.2 120 40 0 815" 0" 0.0 21.3 REF 32 26.0 1-1/4" 0 0 1818" 20.6 fps 25.7 25.7 PATH 21 1.380" 1 0 610" 0.614 15.2 2.8 K = 5.44 95.2 120 40 0 2418" 0" 0.0 22.9 REF 25 3" 0 0 919" 3.7 fps 40.8 3.260" 0 0 0" 0.009 0.1 95.2 120 10 0 919" 0" 0.0 REF 26 95.2 gpm PATH 11 K = 14.89 40.9 psi PATH 12 FROM HYDRAULIC REFERENCE 12 TO 28 HEAD 12 22.0 i" 0 0 711" 8.3 fps 15.5 15.5 15.5 12 0.23 gpm/sq ft 1.049" 1 0 510" 0.156 1.9 0.0 0.0 12 K = 5.60 22.0 120 4-0 0 1211" 0" 0.0 15.5 15.5 24 CONTINUED 17.4 psi Vlblu1V wuxh6 Drawing Date:8/1/95 8/ 2/95 9:35 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 PIPEKFACTORPIPECTYPEOTHERTOTALELEVATIONPePnPheadFITS PATH 12 FROM HYDRAULIC REFERENCE 12 TO 28 CONTINUED REF 42 22.7 1" 0 0 7'1" 16.8 fps 17.4 17.4 PATH 14 1.049" 0 0 0" 0.577 4.1 0.0 K = 5.43 44.7 120 40 0 711" 0" 0.0 17.4 HE 1" 38 24.1 1-1/4" 0 0 2'2" 14.9 fps 21.5 21.5 PATH 19 1.380" 0 0 0" 0.336 0.7 1.5 K = 5.38 68.8 120 40 0 212" 0" 0.0 20.0 REF 36 23.8 1-1/4" 0 0 219" 20.1 fps 22.2 22.2 PATH 18 1.380" 0 0 off,0.583 1.6 2.7 K = 5.38 92.6 120 40 0 219" 0" 0.0 19.6 REF 35 23.6 1-1/4" 0 0 8'0" 25.2 fps 23.8 23.8 PATH 16 1.380" 0 0 0" 0.887 7.1 4.2 K = 5.33 116.2 120 40 0 810" 0" 0.0 19.7 REF 50 1-1/2" 0 0 1316" 18.5 fps 30.9 1.610" 1 0 810" 0.419 9.0 116.2 120 40 0 2116" 0" 0.0 REF 28 116.2 gpm PATH 12 K 18.38 40.0 psi PATH 13 FROM HYDRAULIC REFERENCE 3 TO 43 HEAD 3 22.2 1" 1 0 1213" 8.3 fps 15.7 15.7 15.7 12 0.22 gpm/sq ft 1.049" 0 0 210" 0.157 2.2 0.0 0.0 12 K = 5.60 22.2 120 40 0 1413" 0" 0.0 15.7 15.7 24 REF 43 22.2 gpm PATH 13 K 5.23 18.0 psi PATH 14 FROM HYDRAULIC REFERENCE 14 TO 42 HEAD 14 22.7 1" 0 0 lift 8.5 fps 16.4 16.4 16.4 12 0.40 gpm/sq ft 1.049" 1 0 510" 0.164 1.0 0.0 0.1 12 K = 5.60 22.7 120 40 0- 5111" 0" 0.0 16.4 16.4 24 REF 42 22.7 gpm PATH 14 K 5.43 17.4 psi vl3luiv wuruAa urawing Date:b/1/95 8/ 2/95 9:35 REMOTE AREA ##1 PAGE 7 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 15 FROM HYDRAULIC REFERENCE 6 TO 37 HEAD 6 23.3 1" 0 0 21011 8.7 fps 17.4 17.4 17.4 12 0.78 gpm/sq ft 1.049" 1 0 510" 0.173 1.2 0.0 0.1 12 K = 5.60 23.3 120 40 0 710" 0" 0.0 17.4 17.3 24 REF 37 23.3 gpm PATH 15 K = 5.40 18.6 psi PATH 16 FROM HYDRAULIC REFERENCE 13 TO 35 HEAD 13 23.6 1" 0 0 511" 8.8 fps 17.9 17.9 17.9 12 0.25 gpm/sq ft 1.049" 1 0 5'0" 0.177 1.8 0.0 0.1 12 K = 5.60 23.6 120 40 0 1011" 0" 0.0 17.9 17.8 24 REF 35 23.6 gpm PATH 16 K = 5.33 19.7 psi PATH 17 FROM HYDRAULIC REFERENCE 10 TO 34 HEAD 10 23.8 1" 0 0 419" 8.9 fps 18.1 18.1 18.1 12 0.23 gpm/sq ft 1.049" 1 0 510" 0.179 1.7 0.0 0.1 12 K = 5.60 23.8 120 40 0 919" 0" 0.0 18.1 18.0 24 REF 34 23.8 n gpm PATH 17 K = 5.33 19.8 psi PATH 1.8 FROM HYDRAULIC REFERENCE 15 TO 36 HEAD 15 23.8 1" 0 0 219" 8.9 fps 18.2 18.2 18.2 12 0.64 gpm/sq ft 1.049" 1 0 510" 0.180 1.4 0.0 0.1 12 K = 5.60 23.8 120 40 0 7'9" 0" 0.0 18.2 18.1 24 REF 36 23.8 gpm PATH 18 K = 5.38 19.6 psi Vloluri wurcxb vrawing Date:8/1/95 8/ 2/95 9:35 REMOTE AREA ## 1 PAGE 8 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 19 FROM HYDRAULIC REFERENCE 16 TO 38 HEAD 16 24.1 1rr 0 0 211111 9.0 fps 18.6 18.6 18.6 -12 0.62 gpm/sq ft 1.049" 1 0 5101' 0.183 1.4 0.0 0.1 12 K = 5.60 24.1 120 40 0 711111 0" 0.0 18.6 18.5 24 REF 38 24.1 gpm PATH 19 K = 5.38 20.0 psi PATH 20 FROM HYDRAULIC REFERENCE 4 TO 39 1HEAD425.1 11 0 0 21' 9.4 fps 20.3 20.3 20.3 -12 0.22 gpm/sq ft 1.049" 1 0 510" 0.199 1.0 0.0 0.2 12 K = 5.60 25.1 120 40 0 5121' 0" 0.0 20.3 20.1 24 REF 39 25.1 gpm PATH 20 K = 5.44 21.3 psi PATH 21 FROM HYDRAULIC REFERENCE 2 TO 32 HEAD 2 26.0 1" 0 0 ill 9.8 fps 21.8 21.8 21.8 -12 0.23 gpm/sq ft 1.04911 1 0 510" 0.212 1.1 0.0 0.2 12 K = 5.60 26.0 120 40 0 5 r 1 rr 0'r 0.0 21.8 21.6 24 REF 32 26.0 gpm PATH 21 K = 5.44 22.9 psi 140 120 100 80 C/-) F 60 40 20 REQUIRED PSI: 55.7 TOTAL FLOW(GPM): 758 VISION WORKS AREA #1 AT 250 GPM HOSE Zvv_Duu z+vu ouu t uu /u0 800 900 100 FLOW (GPM)