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3767 Orlando Dr - BC03-001914 (TROPICAL CAR WASH) DOCUMENTSb t7 t7 PERMIT ADDRESS C5 l- SUBDIVISION En in CONTRACTOR' ADDRESS p •,_ ' S tt361 FD F-L 3 Z801 PHONE NUMBER 4 V -1 . 8 ,149 . co2 5 PROPERTY OWNER ADDRESS 1 l p - Ca/ F- C, 2DZS PHONE NUMBER :321 . o 2" Zc1 S3 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # D 3-( C) 1 4- DATE S PERMIT DESCRIPTION ca) -, U CIo- PERMIT VALUATION Skiy 0 SQUARE FOOTAGE 5 ZZ .(:-3 r CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR COMMERCIAL REMODEL **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/07/04 p 04-2051 3667 ORLANDO DR R. D. MICHAELS INC. RONNIE 321-229-1185 . The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. V/ngineering , st % 0 Fire 0 Public Works 0 Zoning 0Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR COMMERCIAL REMODEL **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/07/04 04-2051 3667 ORLANDO DR R. D. MICHAELS INC. RONNIE 321-229-1185 . The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engine ring OFire ublic Works , . _ . n rn ;Zoning OUtilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR COMMERCIAL REMODEL *tom* 1 I 1 DATE: 6/07/04 PERMIT #: 04-2051 j C 3 V 1W 1 i oADDRESS: 3667 ORLANDO DR N 1 CONTRACTOR: R. D. MICHAELS INC. E PHONE #: RONNIE 321-229-1185 W W u The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied.or approved with conditions. Your prompt attention will be appreciated. OEngineering OPubl!c Works ti ' 'es I'll z OFire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 6/08/04 15:31:50 Location ID . . . . . . . Parcel Number . . . . . Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5=View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 144905 XX.XX.XX.XXX-XXXX-1327 3667 ORLANDO DR KIMCO REALTY CORPORATION Free -form information AVCO MEN'S DEN*************** F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel F16=Related pty data CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR COMMERCIAL REMODEL **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/07/04 04-2051 3667 ORLANDO DR R. D. MICHAELS INC. RONNIE 321-229-1185 . The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering ire to lclY OPublic Works 0 Utilities OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION INTERIOR COMMERCIAL REMODEL **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/07/04 04-2051 3667 ORLANDO DR R. D. MICHAELS INC. RONNIE 321-229-1185 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering OFire OPublic Works O Utilities OLicensing 0111 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) t`T. + , a+tt-V;. --r +4 cea'i.-• • .-w+'N' , , ...''riv. q - i-P V. T.e7 "r y y? s3jv.1 ik CITY.OF SANFORIT D'PERM,APPWCATION{ ,. °" : y`;a ratio# i0/j 03„:.i. j - din t;,.. r.Date: Job Address: 376' Y1ct h b Y t• c, + Description of Work: t% 4Sh I Historic District: Zoning: Value of Work: $ Z6 DOd Permit Type: Building Electrical _-L Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS 600 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: 3' 7GZ Vrt Contractor Name & Address: 5Z(. 1)DA Phone & Fax: o.7 a Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: vtar Ca 1 tLoJ'+1 Proof of Ownership &i alDescription) X19re SS aV)c.. Phone: r State License Number: Person: rr &Y-01/C Phone: Fax: cloo/ C l / V6 6 -Z017 1 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 p pert)that may be found in the public records of this county, and there may be additional permits required from other governmental entities suOo( eoniractor/Agent Fcmdistricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirew, FS 713, Signature of Owner/Agent Date S• Date Y C--,r0 V Print Owner/Agent's Name Print ContractodAgent's Name Signature of Notary -State of Florida Date Owner/ Agent is " Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: 1.. J. . .,.V. 5 azure of.'Notary State of Flofi i C0'! X,!SS ON # CC 92 L J EXPIRES: Il.a Mh 23, : i t Contractor/Agent is_: Personally Known to Me - Zoning. Initial & Date) I Utilities: FD: Initial & Date) (Initial & Date) r' ` WINDSOR ELECTRIC, INC. 526 NORTH MISSION ROAD ORLANDO, FL. 32808 OFFICE (407)522-9000 FAX (407)522-1333 EC0002842 POWER OF ATTORNEY I PETER J. LOIACONO Do hereby authorize KENNY GROVER To act as my agent in ecuring perms and or collecting payments from I understand that I am responsible for all )PkryPJ—fjrmpd by my agent and or the collection of monies. 4C The foregoing instrument was acknowledged before me this_day of QZ—j— - , 200 -1. By PETER J. LOIACONO who is personally known to me and/or has shown valid picture ID. Seal: Notary Public PATRICIA S. BRICKNoyal,plic, State of Floridahayco,;,,:: 1 Ires Mar 11, 2007 Bonded ahru khlcn .eke„ Cy. 1nC. (800)451-4854 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 3767'ORLANDO DR for which permit, 03-00001914 has heretofore been issued on 5/22/03 has been completed according to plans and specifications filed in the office of the Building Of icial prior to the issuance of said building permit, to wit as complies with all the building, plumbing, a ectrical, zoning and s division regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROV DATE BUILDING: FIRE: Finaled Inspected ZONING: Inspected 1-D-04 UTILITIES: Water Sewer Lines In 3 31-0 Q.M Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage ' -31-a Paved Maintenance Bond ftalft1"COW1011MXS Street Name Street Signs 3 5 c, mow,, Lights Storm Sewer Street Driveway Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING RETURNED CHECK FEE 01-PREPOWER AGREEMENT 01-FIRE IMPACT - NONRES 01-FIRE INSPECT -NEW CONST FEES PAID DATE AMOUNT Yes No APPROVAL 10 07 03 10.00 5/23/03 10.00 2/23/04 10.00 12/01/03 10.00 12/01/03 10.00 3/16/04 60.00 5/23/03 290.32 5/23/03 170.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 3767 ORLANDO DR for which permit 03-00001914 has heretofore been issued on 5 22/03 has been completed according to plans and specifications filed in the office of the Building ficial.prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - NONRES 5/23/03 1851.30 01-RADON GAS TAX FEE 5/23/03 42.07 01-ROAD IMPACT FEES 5/23/03 20867.65 01-RECOVERY FD/CERT. PGM. 5/23/03 42.08 WD IMPACT:COMMERCIAL 5/23/03 1950.00 SD IMPACT:COMMERCIAL 5/23/03 5100.00 s OWNER BUILDING OFFI DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 03/25/04 03-1914 3767 ORLANDO DR INTERSTRUCT INC SEAN 321-239-6400 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering 0 Public Works O Utilities 0 Fire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 03/25/04 03-1914 3767 ORLANDO DR INTERSTRUCT INC SEAN 321-239-6400 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering OFire _ ublic Works 9 0'l 3//4Zonin g O Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i CERTIFCATE OF OCCUPANCy").1 W REQUEST FOR FINAL INSPECT P NEW COMMERCIAL BUILDING *f!*1 1 ILE DATE: 03/25/04 s PERMIT #: 03-1914 W 3= ADDRESS: 3767 ORLANDO DR U W U a Q ° Li0Va •ita CONTRACTOR: INTERSTRUCT INC o o o PHONE #: SEAN 321-239-6400 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering OPublic I tilities CONDITION : ( TO BE COMP OFire O Zoning OLicensing ONLY IF AP ROVAL IS CONDITIONAL) S* V-?4 - U e ri-eec ZViLe_ CERTIFCATE OF OCCUPANC REQUEST FOR FINAL INSPECT1 f NEW COMMERCIAL BUILDING ** _ DATE: 03/25/04 PERMIT #: 03-1914 w ADDRESS: 3767 ORLANDO DR aL 0 r v , ;. V c t a CL x a, CONTRACTOR: INTERSTRUCT INC = ; o PHONE #: SEAN 321-239-6400 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering OPublic Works tilities CONDITIONS: (TO BE O Fire 0Zoning _ OLicensing ONLY IF APPROVAL IS CONDITIONAL) m LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry s Location ID . . . . . . . 242865 Parcel Number . . . . . 11.20.30.300-0300-0000 Alternate location ID . . Location address . . . . . Primary related party . . Type options, press Enter. 5 View detail Opt Description CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES 3767 ORLANDO DR 3/31/04 15:40:54 Free -form information SW DEV FEE $ 5100.00 WA DEV FEE $1950.00 BP03-1914 PD 5-23-03 SEE REC#5800 TEMP ROLL OFF UNTIL OPEN IN 1/04*EMILY NOT OPEN YET**WILL OPEN AROUND END OF MARCH JMK F2 Address F3=Exit F5=Special Notes F9=Parcel Notes F12=Cancel CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING **** DATE: 03/25/04 PERMIT #: 03-1914 ADDRESS: 3767 ORLANDO DR CONTRACTOR: INTERSTRUCT I C PHONE #: --- ' •nn The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention wil be appreciated. g ' DEn ineerin ireg C DPublic Works D Utilities DZoning DLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW COMMERCIAL BUILDING **** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 03/25/04 03-1914 3767 ORLANDO DR INTERSTRUCT INC SEAN 321-239-6400 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering Fire 0Public Works ning OUtilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL 1S CONDITIONAL) 03/31/2004 14:32 FAX 4078976219 SEARS SURVEYING SEARS SURVEY, ING COMPAMY MARCH 31, 2 CITY OF SANFORD BUILDING DIVISIONS PO BOX 1788 SANFORD, FL .3; 772-1788 RE: TROPICAL CORNERS CAR WASH LOCATED -AT 3767 ORLANDO DRIVE, SANFORD TO WHOM IT MAY CONCERN: THE FINISHED % FLOOR ELEVATION OF THE STRUCTURE LOCATED AT 3767 ORLANDO DRIVE, A PORTION OF SECTION I1,. TOWNSHIP 20 SOUTH, RANGE 30 EAST, CITY OF SANFORD, .SEMINOLE COUNTY, FLORIDA, BEING MORE FARTICULARLY DESCRIBED AS FOLLOWS: AS A POINT OF REFERENCE COMMENCE AT THE PMRSECTTON OF THE EASTERLY RIGHT OF -WAY LTNE!OF U.S. HIGHWAY 17 AND U.S. HIGHWAY 92, A1,50 KNOWN AS STATEROAD 15 AND STATE ROAD 600, WITH THE -SOUTHERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA; THENCE NORTH 24 DEGREES, 58 MINUTES, 30 SECONDS EAST' ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID U.S.1311GHWAY 17 AND U-S_ HIGHWAY 9d, 5283,fEET, THENCE CONTINUE NORTH 24 DEGREES 58W4NUTES, 30 SECONDS EAST ALONG THE. EASTERLY RICHT-OF-WAY LINE OF SAID U.S. HIGHWAY 17 AND .U.S. HIGHWAY 92, SAID bNE;B1rjNG 90.00 FEET EASTERLY OF THE CENTERLINE OF. SAID U.S- HIGHWAY 17 AND U.S.'•II)GFFWAY 92, 157.03 FEET, TO A POINT OF CURVATURE OF X CURVE CONCAVE TO THE LEFT HAYING A RADIUS OF 5859.65 FEET; TFlENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE. OF. 00 DEGREES, 25 MINUTES, 12 SECONDS, AN ARC LENGTH OF 42.96 FEET., TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED LANDS: THENCE SOUTH 89 DEGREES, 55 MINUTES, 08 SECONDS WEST, 16.51 FEET TO A POINT ON A CURVE !CONCAVE TO THE LEFT HAVING A RADIUS OF 5644.65 FEET; THENCE NORTHEiA3TERLY ALONG THE- ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 01 'DEGREES, 13 MINUTES, 34 SECONDS AN ARC LENGTH OF 125.07 FEET SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 24 DEGREES, 00 MINUTES, 33 SEECONDS EAST, 125.07 FEET, THENCE NORTH 89 DEGREES, 44 MINUTES, 53 • SECONDS EAST, 29021 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION I LiTOWNSHIP 20 SOUTH, RANGE 30 EAST, THENCE SOUTH 00 DEGREES, 46 MINUTES, 59 SECONDS WEST ALONG EAST LINE OF SAID SOUTHWEST 114, 296.32 FEET; THENCE. SOUTH 89 DEGREES, 55 MINUTES, 08 SECONDS WEST, 123.51 FEET; THENCE NORTH 00 DEGREES, 46 MINUTES 34 SECONDS EAST, 131.26 FEET; THENCE SOUTH 89-DEG l ES, 55: MINUTES, 08 SECONDS WEST,199.49 FEET TO THE POINT OF BEGINNING, MEETS. OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC_ &7(A). 4 SINCERE Im 002 FLORIDI. tBGiS`F1 AT L01 10 4218 FLORIDA;LIG'ENS>Ii7$CESNESS. NO.5736 315 N. Fem6eek Avenue Orlando, Florida 32803 (407) 897-6220 FAX (407) 897-6219 03/31/2004 14:04 FAX 4078976219 SEARS SURVEYING Z 003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 2005 Important: Read the instimcdons on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Ina ance Company Use: TROPICAL CORNERS CAR -'WASH & LU$E EXPRESS, INC. MIMIlYr3 STREET ADDRESS Induding Apt, Uni% Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. nparry NAIC Number3767ORLANDO•DRIT SSANFORD, CRY FLORIDA 32 772 PROPERTY DESCRIPTION (L)t and SWK Nunbert., Tax Parcel Number, begs! Descmipwri. etc.) - PARCEL ID # 11-20-30-300-0300-0000 area, a nerxeraryj LATITUDE/ LONGRUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE LJ GPS (Type): OW ->r#A r' or W.Waalr) U NAD 1927 U NAD 1963 U USGS quad Map U Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNrrY NAME 3 OOMMUNrTY NUMBER BZ COUNTY NAME 53. STATE 71 1202940045ESEMINOLEIFLORIDAB4 D PANEL i35 SUFFUC B6 FlRM INDEX B7. FIRM PANEL Be. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER 112117CDATE EFFECTIVEIREVISED DATE ZONE(S) pone AO, use depth of flooding) 0045 E 04/1-7/1995 N/A X N/A III U. rnd=e Ina source of the Base Flood pevaWn (BFE) data or base flood depth entered in B9. LJ FIS Profile (_J FIRM LJ Community Determined JJ Other (Describe): B11. Indicate the elevation datum used for1ho BFE in 89: p J NGVD IBM I__I NAVD 19M L, j Other (Describe): 81Z Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Arco (OPA)? LJ Yes g_,) No Designation Date' SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: UConstrurdion Drawings' jJBuikibng Under Construction' MJFinished Construction A new Elevation CerVkste will be required when eonslrtueWn of the building is complete. C2. Building Diagram Number 1 (Select the buiiding diagram most similar to the building for which this eeditafa is being oornplatBd - see pages 6 and 7. If no diagram accurately represents the building, provide a eltatch or photograph.) C3. Elevations— Zones AI-A30, AE, AH, A (with BFE), VE, VI V30, V (with BFE), AR, AR/A, AR/AE, ARM-M, AR/AH, ARIAO Complete ! terns C3ja4 below according to the building diagram specified in Item C2. State the datum used. If The datum is Mutant f m the datum used for the BFE in Section B, convert the datum is that used for the BFE. Show field measurement and datum conversion eWula Jon. Use the spoon provided or the Comments area or Section D or Section G, as appropriam, tp document The datum conversion. Datum ConversionlCorrmnents Elevation reference marls used Does the elevation reference mark used appear on the FIRM? LJ Yes LJ No 0 A) Top of bottom floor (Including basement or endpsuto) 51 5 IL(m) e O b) Top of next higher floor fL(m) g O c) Bottom or lowest horizontal structural member (V zones only) IL(m) O d) Attached garage (top of stab) a e) Lowestelevation of machinery and/or equipment m servicing the building (Describe in a Commends area.) Iwo E D f) Lowest adjacent (finished) grade (LAG) 51 2 1L(m) z' O g) Highest adjacent (flnidwxQ grade (HAG) 51 X(m) W 0 h) No. of pwmanont openings (Hood vents) within 1 fL above adjacent grade O t) Total area of all permanent openings (flood vents) in C3. h sq. in. (sq. cm) J SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification ists be signed and sealed by a land surveyor, engineer, or arc kited authorized bylaw to certify elevation infotrrration. l oerp(y (hat due kftrmation in Sections A, B, and C on Buis ceilftete represents my best o0brfs to interpret the date available. at any false statement fine or inrumisonment under 18 U.S. Code. Section 100f. 8 7RVEYOR & MAPPER MATI-8 -MIRVEYING COMPANY, INC. AVENUE FEMA Form 9131, ,January 20M See reverse side for continuation. Replaces all previous aditions 03/31/2004 14:04 FAI 4078976219 SEARS SURVEYING Rh 004 IMPORTANT: In these spaces, eopythe corresponding inforrraatlion Imm Serllon A. For Irrxwm Company IJoe BUILDING STREET ADDRESS Indudit Apt, Una Sude, ar w Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 3767 ORLANDO DRIVE CRY STATE LP CODE I Company NAIC Number SANFORD FLORIDA 32172• SECTION D -SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both aides of this Oevation CerlMcate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS I cry here iF rhenss SECTIONIE -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WTTNOUT BFE) For Zone AO and Zone A (without BFE), complete Items El. through Fv. Ifft Elevation Certificate is intended for use as supporting irtf mmftn farla LOMA or LOWPt F, Sewn C must be completed. El. 9uilding Diagram Number (Soled Ito building diagram moat aimilarto the balding for which this Cerrifi le is being completed — see pag 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of bottom floor (including basement or enclosure) of the building is L j_j ft (m)1I 1 in. (cm) U above or" below check one) the highest adpcent grade. (Use natural grade, if available.) E3. For Buildrn® Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1I1 It m)1Itin. (cm) above the highest adjacent grade. Complete Items C3.h and C3J on front offonr. E4. The top of Pw platform of machinery andfor equipment servicing the building is I1I it (m) lII In. (Cm) U above or U below check one) the highest adjacent grade. (Use naWral grade. if avamble.) E5. For Zone AP only. If no Good depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain inanagernent ordinance? I I Yes I I No I I Unknown. The local official must oertify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who ca . pletes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A wihhout a FEMA-issued or oommunity4ssued BFE) or Zone AO must sign here. The statements in Sections A, B, 0, and E ere correct to tbs bsd ofmr iaowfedoe_ STATE 7JP CODE Ili I I I Chock herd IraftwIvnerds SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local otticidl who Is authorized by law or ordinance to administer the community's floodpiain management otdirrance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable ibm(s) and sign below. G1, LJ The information in Sewn C was taken from other documentation that has been signed and embossed by a Goensed surveyor, engineer, or architertwho is authorized by state or local law to oertify elevation in0unnation. (Indicate the source and data of the eleval on data in the Comments area below.) G2. J J A community official completed Section E for a building located in Zone A (without a FEMAiseued or community -issued BFE) or Zone 0. G3. J J The following information (Items G449) is provided for community floodpiain management purposes. CZ PERMIT NUMBER W. DATE PERMfr ISSUED 00. DATE CERTIFICATE OF COMPLIANCE100CUPANCY ISSUED W. This permk- has been im for. Lj New Construction LJ Substantial Improvement GS. Elevation 0 es built lowest floor (including baw"rit) of the building is: _ ft. (m) Dftm- W. BFE or pn done AO) depth *flooding at the budding site is: ft (m) Datum, LOCAL OFFICIALS NAME COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS LI_ Checc h M If alEadrneMs FEW Form 81-31, January 2DO3 Replaces all previous editions Tropical Corners Car Wash & Lube Express, Inc. 3767 S. Orlando Dr. Sanford, FL 32773 3/19/04 To Whom It May Concern: This letter is in reference to the construction taking place for Tropical Corners Car Wash on 3767 S. Orlando Dr. There were some changes made to the electrical system that I will explain since the company I hired to draw and design plans for my building has gone out of business. Because it is under 800 amps it is my understanding that there is no need for an engineer to sign off on the changes. The changes that were made were per code and Bill Oden is aware of the changes and has approved them per code. Enclosed, please find an electrical riser diagram. I have no plans to add anything electrical to the building. Thanks very much for your assistance. K Alan Van Campen Owner RECE VED MAR 3 Z006 B RSjULDE CERTIFIED GENERAL CONTRACTORS March, 2, 2006 Building Official City of Sanford 300 North Park Ave. Sanford, FL 32772 RE: Smiley's Sanford Auto Spa — 3767 South Orlando Drive Conveyor Trench Building Permit # 06525 To Whom It May Concern: As the General Contractor for the above referenced job, I testify the work was performed in accordance with the drawings submitted for building permit. Allworkiscompleteandinstalledandrequestthatafinalinspectionforthispermit be issued. Should you require additional information, please to not hesitate to contact me at 321) 863-5930 cerel L Rob George General Contractor — (CGC 1508115) OFFICE: (321) 863-5930 FAX: (321) 777-6098 F.MATT.- rrvhni1demnhntmail rnm CITY OF SANFORD PERMIT APPLICATION ?/ Permit # : d4 — ``\Ok xx Date: Job Address: _ 3-741 T- ti ° i . Description of Work: XftA* Z /WA y ( Historic District: oto Zoning: Wr Z. Value of Work: $ S000 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial Industrial Construction Type: Parcel #: kV Owners Name & Addres aSQ- idK.13 71w; Contractor Nam & Address: Phone & Fax: Bon n o Add e : Mortgage Len c Address: of Stories: # of Dwelling Units: to Total Square Footage: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) Phone: Sttaat/ee License Number. U 1 p ^1 Contact Person: r l(L pmril,' Phone: 1 U r d• r I f I nrcnuec n meerl Phone: Address"" Fax Application is a in rmit to do the wotk•gnd installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a p i th all t rformed {o tjieet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must s red or RK, PLUIdBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDI O 6, OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 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 r additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of rm' r ation that I will notify the^w r ofre property of the require Flori Li n Law,0 713. i O Signatu o Vr ongenDateSigna tractor/Agent Date i FIERCE XIDE GRAVE MY COMMISSION I DD 1642M MW EXPIRES: November 12, M Owner/447 Produced Print Contractor/Agent's Name gn re-State IQf' Date MY COMMISSION # DD 26W EXPIRES: March 23, 2DOS 0' Bonded Thru BudpN Stavkes + Contaac is Personally own to Me or roduced ID Z ( • I D •a APPLICATION APPROVED BY: Bldg: JIB" 3 —14 —0 4 Zoning: N 1 ' 014 Utilities: Initial & Date) (Initial & Date) FD: Initial & Date) (Initial & Date) Special Conditions: L, u 1 9 .5• to 8 64 6%;at - cup Shy.,;Y, v, o o c ?'-D'"' . y'•1 vO Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL A Q Back (> 4rmint4r )tt JTll a 1IItl f. Utr+t `1. j 2004 WORKING VALUE SUMMARYGENERAL S4-SANFORD 17-92 Value Method: Market Parcel Id: 11-20-30-300-0300 0000 Tax District: REDVDST Number of Buildings: 0 Owner: TROPICAL CORNERS Exemptions: Depreciated Bldg Value: $0 CAR WASH & Depreciated EXFT Value: $0 Own/Addr: LUBE EXPRESS INC Land Value (Market): $142,072 Address: 3767 ORLANDO DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32772 Just/Market Value: $142,072 Property Address: 3767 ORLANDO DR S SANFORD 32772 Assessed Value (SOH): $142,072 Facility Name: Exempt Value: $0 Dor: 10-VAC GENERAL-COMMERCI Taxable Value: $142,072 SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 05/2003 04848 0771 $320,000 Vacant 2003 VALUE SUMMARY SPECIAL WARRANTY DEED 03/1987 01851 1684 $100 Improved 2003 Tax Bill Amount: $2,964 WARRANTY DEED 03/1987 01829 0332 $160,000 Improved 2003 Taxable Value: $142,072 WARRANTY DEED 01/1983 01437 1270 $175,000 Improved DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/1983 01437 1265 $100,000 Improved ASSESSMENTS WARRANTY DEED 01/1973 00983 1266 $104,000 Improved Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LAND LEG SEC 11 TWP 20S RGE 30E BEG 659.86 FT N OF Land Assess Method Frontage Depth Land Units Unit Price Land Value SE COR OF SW 1/4 OF SE 1/4 RUN N 115.84 SQUARE FEET 0 0 35,518 4.00 $142,072 FT W 290.75 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG (LESS RD) NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL= 11203030003000000&c... 3/12/2004 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL P d Back SetnintJe County 1v,fh rt r v1>+irvitt IY + + iz t lot K. First 1.4. A sant6rd t•i. 12771 f j IS"A 2004 WORKING VALUE SUMMARYGENERAL S4-SANFORD 17-92 Value Method: Market Parcel Id: 11-20-30-300-0310-0000 Tax District: REDVDST Number of Buildings: 0 TROPICAL CORNERS Owner: CAR WASH & Exemptions: Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Own/Addr: LUBE EXPRESS INC Land Value (Market): $55,968 Address: 3767 ORLANDO DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32772 Just/Market Value: $55,968 Property Address: 3771 ORLANDO DR S Assessed Value (SOH): $55,968 Facility Name: Exempt Value: $0 Dor: 10-VAC GENERAL-COMMERCI Taxable Value: $55,968 SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 05/2003 04848 0771 $320,000 Vacant SPECIAL WARRANTY DEED 09/1987 01886 1808 $295,000 Vacant 2003 VALUE SUMMARY CERTIFICATE OF TITLE 10/1986 01784 1146 $100 Vacant 2003 Tax Bill Amount: $1,168 QUIT CLAIM DEED 03/1986 01744 0001 $100 Vacant 2003 Taxable Value: $55,968 WARRANTY DEED 02/1983 01436 0855 $150,000 Vacant DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 05/1978 01167 1839 $60,000 Vacant WARRANTY DEED 01/1976 01107 0794 $100 Improved Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LAND LEG SEC 11 TWP 20S RGE 30E BEG 528 FT N 24 DEG 58 MIN 30 SEC E & 281.33 FT E OF INT ELY R/W Land Assess Method Frontage Depth Land Units Unit Price Land Value 17-92 SQUARE FEET 0 0 22,387 2.50 $55,968 S LI SEC RUN N 181.26 FT E TO W LI OF SE 1/4 OF SE 1/4 S 181.24 FT W TO BEG NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=1 l 203030003100000&c... 3/12/2004 Division of Corporations Page 1 of 2 Florida Profit TROPICAL CORNERS CAR WASH & LUBE EXPRESS, INC. Document Number P02000009694 State FL PRINCIPAL ADDRESS 2512 CORBYTON CT ORLANDO FL 32828 MAILING ADDRESS 2512 CORBYTON CT ORLANDO FL 32828 FEI Number 900003343 Status ACTIVE Rep,istered Aizent Name & Address VAN CAMPON, ALAN 2512 CORBYTON CT. ORLANDO FL 32828 Name Changed: 06/16/2003 Address Changed: 06/16/2003 Officer/Director Detail Date Filed 01 /28/2002 Effective Date NONE Name & Address Title VAN CAMPEN II, ALAN V 2512 CORBYTON CT ORLANDO FL 32828 http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&nl=PO2000009694&n2=NAMFWD&n3=... 3/ 12/2004 Division of Corporations Page 2 of 2 Annual Reports Report Year Filed Date 2003 06/ 16/2003 Previous Filing Return to List I Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. 06/16/2003 -- ANN REP/UNIFORM BUS REP 01/28/2002 ---Domestic Profit THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corpora ox`s Inquiry http://www.sunbiz.org/scripts/cordet.exe?al =DETFIL&nl=PO2000009694&n2=NAMFWD&n3=... 3/12/2004 2/07/04 As the owner of the property located at 3767 Orlando Dr. Sanford, FL 32713, I hereby authorize Express Care, as tenant and/or lessee of said property, to obtain new and/or change existing signage at the above referenced address. I also authorize Diamond Electric/Media Design Factory and its agents to act as my agent in obtaining the required and necessary permits, licenses and approvals, which may be required for the installation of said signage, and to proceed with the installation in in accordance with all governing laws, statutes and ordinances. Alan Van Campen Owner Tropical Corners Car Wash & Lube Express, Inc. 3767 Orlando Dr. Sanford, FL 32828 v P •.,, Sonia Naniez Heged a o Commission # DD 044294 Fspires July 23, 2005 Bonded Thu I /ilwbc Boson$ CP- POWER OF ATTORNEY Date. November 21, 2003 I hereby name and appoint Ron Wright of Diamond's Electric to be my lawful attorney in fact to act forme and apply to the City of Sanford Florida Building Department for a Pylon sign permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision 13767 Hwy 17/92, Lake Marv, Florida Address of Job) Tropical Car Wash Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Larry B. Schnaper PE CGC A27951 Type or $int Name of Certified. C=ftctor and Contractor's License Number Signature of Certified Contractor The foregoing instrument was acknowledged before me this day of 20 by W%) 0 who is personally known to meJwho produced as identification and who did not take oath. State of Florida County of aaA(X otary Public, OAnge, County. Florida Erim J Fisk p Expires Novemibw 20, 2005 Seal ELEVATION INTERNALLY ILLUMINATED CHANNEL LETTERS Rf CHANNEL FABRICATED ALUMINUM LETTERS PAINTED WITH ACRYLIC AUTOMOTIVE ENAMEL RETURNS AND BACK FACES TO BE 3/16" ACRYLIC WITH JEWELITE TRIM CAP ILLUMINATED WITH 15mm WHITE 6500 NEON CHANNEL LETTERS MOUNTED ON PAINTED RACEWAY (RACEWAY TO MATCH BUILDING FASCIA) 1201p20.0 amp CIRCUIT WALL RACEWAY CHANNEL LETTE END ELEVATION INTERNALLY ILLUMINATED CHANNEL LETTERS FABRICATED ALUMINUM LETTERS PAINTED WITH ACRYLIC AUTOMOTIVE ENAMEL RETURNS AND BACK FACES TO BE 3/16" ACRYLIC WITH JEWELITE TRIM CAP ILLUMINATED WITH 15mm WHITE 6500 NEON CHANNEL LETTERS MOUNTED ON PAINTED RACEWAY (RACEWAY TO MATCH BUILDING FASCIA) 120 1 p 20.0 amp CIRCUIT PANS REVIEWED CITY OF SANFORD WALL END ELEVATION COLOR CHART RHIIOW MNtNNG SYM PMS-1795c PMS-BLACK COLOR CHART VON -n-G 55IEIA PMS 187C PMS-BLACK F.WT 318" LAG BOLT 0 TOP BLACK'JEV 15mm 6500 WHITE 3/16" RED AC 15000BOOmeTRANSFORMER PASS-THRU SLE GTO CABLE UL LISTED BOOT BUILDING ELEVATION NTS I w.- OQUICK DISCONNECT SWITCH a RACEWAY 10, SECTION SCALE 1 "-1 -0- WALL ELEVATION 7'-1 RACEWAY, CHANNEL LETTER o N O 0 3/4' SEALTIGHT FLEX TO FINAL CONNECTION END ELEVATION INTERNALLYILLUMINATED CHANNEL LETTERS FABRICATED ALUMINUM LETTERS PAINTED WITH ACRYLIC AUTOMOTIVE ENAMEL RETURNS AND BACK COLOR CHANT FACES TO BE 3/16" ACRYLIC WITH JEWELITE TRIM CAP ` ? " MAlCK*l6V Al ILLUMINATED WITH 15mm WHITE 6500 NEON PNS-3006C CHANNEL LETTERS MOUNTED ON PAINTED RACEWAY (RACEWAY TO MATCH BUILDING FASCIA) PWS-BLACK 120 1p 20.0 amp CIRCUIT CUSTOMER: TROPICAL CORNER CAR WASH DRAWING BY: MDF CUSTOMERS APPROVAL A AIIIIIIIIIIIIIIIIII, I CONTACT; ALLEN SCALE: A'=l'-0"BPAGE W"'' EXPOSITION SERVICES PHONE: 321-662-2953 FAX: DATE: 07/02/03 DATE: " '°° L` 6 s PlI l rj OF WORK ORDER # DRAWING # 12863 SIGNATURE: Mh Ig 41 Oi PNt 6 WM CUt I"E vAX11B1 Allied Convention Services Division i BUILDING ELEVATION NT5 ELEVATION 3/8" LAG BOLT p TOP 8 BOTTOM ALUfuIINUM RACEWAY RACEWAY COVER BLACK' JEWELITE 15mm 65M WHITE NEON 3/16" REDACRYLIC 15000 B00me TRANSFORMER PASS-THRU SLE GTO CABLE UL LISTED BOOT 15'-9" INTERNALLY ILLUMINATED CHANNEL LETTERS FABRICATED ALUMINUM LETTERS PAINTED WITH ACRYLIC AUTOMOTIVE ENAMEL RETURNS AND BACK FACES TO BE 3/16" ACRYLIC WITH JEWELITE TRIM CAP ILLUMINATED WITH 15mm WHITE 6500 NEON CHANNEL LETTERS MOUNTED ON PAINTED RACEWAY (RACEWAY TO MATCH BUILDING FASCIA) 120 1p 20.0 amp CIRCUIT urn• WICK O DISCONNECT OSWITCH RACEWAY SECTION SCALE 1-=1 0- WALL RACEWAY CHANNEL LETTERLi END ELEVATION cc ow cr+wwT PW101[ M51CM1G 51b1e.1 PN5-1796C PMS•SIACK 314' SEALTIGHT FLEX TO FINAL CONNECTION CUSTOMER: TROPICAL CORNER CAR WASH DRAIMNG BY: MDF CUSTOMERS APPROVAL BWAAMCONTACT: ALLEN SCALE: 1/2"=1 '-0' PAGE 321-662-2953 ""CIVED EXPOSITION SERVICES PHONE: FAX: DATE: 07/02/03 DATE: "E°` "s" "I'" b OF 8awecEcwanalse+n s wo iNao WORK ORDER # DRAWING # 12863 SIGNATURE: PNV 1.9: 41Mom" Oi PNi 6WTC'"'" vAM CN ICE vFNfie1 PBUTIN CC T „' Allied Convention Services Division R BERT WHITE, 2464 PRINCET N RD. DELAND , EL, 32720 PH# 407-322-6630 EL, CERT. #1319L__N m v 0 PRE-ENGINEERED ALUM, RACEWAY BY OTHERS 6' 10 SHEET METAL SCREWS PRE-ENGINEERED CHANNEL LETTER BY OTHERS B' DIAM ND ELECTRIC- CHANNEL LETTERS R E , JOBON RACEWAY WALL SIGN SHEET NO 1 F 1 CALCULATED BY WDD DATE 10-30-G CHECKED BY RW DATE 10-30102 SCALE SEE BELOW J B# 30379 PRE- ENG ALUM, F BY 10 SHEET METAL SCREWS m v 3/ 8'X5' LAG o SCREWS AT 36' O.C. TOP & fL BOT INTO EXIST. STUD. 3/8' DIA. TOGGLE BOLT OR THRU BOLT MAY BE SUBSTITUTED STUCCO OR EIFS ON 1/2' PLYWOOD PRE-ENGINEERE, ONWOODORMTLSTUDS CHANNEL LETTEI BY OTHER FRAME WALL M UNTING DETAIL 3/ 4'=1'-O' m v 0 L 7) NOTE- THE LETTERI SHOWN HERE 'T' IS DIAGRAMATIC AND IS USED TO SpiOW TYPICAL ANCHORAGE. ACTUAL LETTERS USED WI L RECEIVE TYPICAL ANCHORS. 48' MAX 0 0 3/ B'X5' LAG SCREWS IN WEDGE ANCHORS OR 3/8' DIA THRU BOLTS TOP 6 BOT AT 36' D.C. MAX HOLLOW BLOCK WALL M UNTING DETAIL OR S LID CONCRETE WALL 3/ 4'=1'-O' 3/ 8'X5' LAG SCREWS OR WEDGE ANCHOR NOT TO EXCEED 36'0.C. 10 SHEET METAL SCREWS RE - ENGINEERED ALUM. RACEWAY BY OTHERS PRE- ENGINEERED CHANNEL LETTER BY OTHERS CHANNEL LETTER ATTACHMENT TO RACEWAY NOTES: WIND IMP RTANCE CRITERIA 1. Design wind pressure In conformance with Florida Building Code,2001 ed., 120 mph region( 32.63 psf). 2. Anchors, BY HILTI 3. Contractor shall be responsible for all WIND VELOCITY 1211 MPH waterproofing. IMPOitTANCE FACTOR 1.0 C 4. Pre-engineered sign face by others. Delegate EXPOSURE CATEGORY C MWRF ) engineer shall provide design drawings to Robert White, INTERNAL PRESSURE COEFFICIENT 0/-0 P. E. for approval prior to fabrication or erection. COMPONENT L CLADDING PRESS'kE3 FORCE COEFFICIENT Cf A FA Permit #: c `\ / \,-1 w lPJobAddressL/ Orl of CITY OF SANFORD PERMIT APPLICATION Date: TO -%J! / r1 wz Description of Work: I )CLU c` q r m(!-, — Historic District: Zoning: Value of Work: $V Permit Type: Building —X-- Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial —X— Industrial Total Square Footage: Consi fiction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 71 Owners Name & Address: W 3-7 U - 7 Or laf)do D r- - tor Contractor Name & Address: L 65 Con Str 135 Mai FL - Phone & Fax. Bonding Company. Address: Attach Proof of Ownership & Legal Description) Ir" e &,n 12rt° S S Phone: State License Number: Cr4c M & Mortgage Lender: pp Address: MAR 0 2 2004 Architect/ Engineer: Phone: Address: i'. Fax: Application is hereby made to obtain a permit to do thew t to ion tca ed [certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to II a ating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. IN OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 thereWadditiotnal permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe it at I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. i On tyr(c.{ht o2 0 7 f o SiXteofcen Date Sig e of Contrac or/Agent Date 1 rint wner/Agent's Name t Contrac t or/A ent's Name Signattre gt"V-Sta}p* of Florida Date Signature of Notary -State of Florida Date c r LORENCE A. DE GRAVE MY COMMISSION # DD 164286 . Erica J Fisk EXPIRES: November 112 22006 Owner/ Age Dis oP Pbp Contractor/Agent is ly RJI>lAtltn DD075019 k— OProduced ID — Produced ID Noveniber 28.2005 APPLICATION APPROVED BY: Bldg: :7J Q 7 Zoning:6& Utilities: Initial & Date) (Ttrifial & Date) Special Conditions: oc 04e- 10/ k, A FD: initial & Date) (Initial & Date) M 6 A u rrtenT Si / h ot'1 Uzi toxn,— A 9 '1 31 '4 f' . r-y C"; t ca,,O S1' ov. 'i . 114a 3• L 01-011 gl4„ zF-o bed n FABRICATED ALUMINUM CABINET PANTED MTH ACRYLIC ENAMEL 2' FACE RETAINERS 3/16' WHTE TRANSLLCENTACRYUC APPLED MT SURFACE OPAQUE VINYL ADDRESS ROUTED AILUMNUM LETTERS PIN TO STRUCTURE 3116- WHIT: TRANSWCENTACfM.IC APPLED SECOND SURFACE OPAQUE VNYL (PR(MDED BY VENDOR) 3/1 6' WHITE 1RANSLUCENTACRYUC APPLIED FIRST SURFACE OPAQUE VINYL PLANTER ARQ BASE OF SIGN A END ELEVATION 41-6 1 ELEVATION W11FIE F?AN6 VLIMINUM FAC93 V VAN1fD wM A(ftVl1C EMAL.EI I1 t cy QVIDER BAR MIMED SN AEIlVMf1Ef17ANIlUClMFWJiACF V.1M H/OI 9URFAGE (VM OIINE 7n fYid..gED MlII)OMM PwCE37 APPU® V*N % 00,- a pIGITAL PR'NTEO GRN—Oi ACCXV= ROUTED ALUMINUM LE"FrIS PNNFED VATY. ENAAEL PN TCJ $KJ I ANTW AIUMNI.M SASE W"H CONCRETE EOOM PER y 4ANOLE COUNTY CODE AND E,.' .INEERnaO La1MI.NATED V-TTH IIOOMo Ft.LIOM9CEM LAM" 12OY ton ]EVVSCE ® 90.r T =-- OFF! PiANS rVIEWLJ CITY OFt SANFORD CUSTOMER' TROPICALOORNFRCARWASH DRAWINGBY: NDF CWOMERSAPPROVAL 0w1... p CELL401-227-1518 PAX 407-207•5812 PAGE CONTACT: ALLFIJ SCALE: 1l'1•= t' o` DATE: EootI..aomaaol,l, 2 OF 8PHONE:1 e62FAX: DATE: 07/02103 d .e.w..w 12180 E. Colonial Dr. WORK ORDER d DRAWING 4 12863 SIGNATURE a bP".°"" AEDKt esr®naFi4GaF Y OALAPDo. FLII2t26 101-011 9'-411 I _- ADDRESS ROUTEDALUMINUM LETTERS PIN TO STRUCTURE ALUMINUM STRUCTURE PAINTED WITH TEX COAT COLOR (TBD) FABRICATED ALUMINUM 0 0 I CABINET PAINTED WITH ACRYLIC ENAMEL 0 j",7,,,Y 2" FACE RETAINERS e e 3/16" WHITE TRANSLUCENT ACRYLIC PAN FACE APPLIED SECOND SURFACE GRAPHICS ACTUAL SIZE 119.75"x54.75" O N 3/16" WHITE TRANSLUCENT r - - ACRYLIC PAN FACE AF FACE AND PROVIDED BY VENIDOR) ACTUAL SIZE 119.75"x29.75" V 1--- N 8 36" WHITE TRANSLUCENT ACRYLIC FLAT FACE WITH APPLIED FIRST SURFACE VINYL ELEVATION ILLUMINATED PYLON SIGN FABRICATED ALUMINUM CABINETS PAINTED WITH ACRYLIC ENAMEL (1 1 /2" DIVIDER BAR PAINTED SAME( WHITE TRANSLUCENT PAN FACES WITH FIRST SURFACE (VALVOLINE TO PROVIDED THEIR OWN FACES( APPLIED VINYL COPY & DIGITAL PRINTED GRAPHICS ADDRESS ROUTED ALUMINUM LETTERS PAINTED WITH ENAMEL PIN TO SIGN PAINTED ALUMINUM BASE WITH CONCRETE FOOTER PER SEMINOLE COUNTY CODE AND ENGINEERING ILLUMINATED WITH 800ma FLUORESCENT LAMPS 120v 1 ph SERVICE ra, 20amps CUSTOMER: TROPICAL CORNER CAR WASH DRAWING BY: MDF CONTACT: ALLEN SCALE: 1/2"=1'-0" PHONE: 321-M-2953 FAX: DATE: 07/02/03 W'JRK ORDER # DRAWING # 12863 END ELEVATION I39NOTETO VALVOLINE: MAKE ( 2) TWO 3/16" ACRYLIC PAN FACES SIZED TO BE 75" HIGH x 119.75" WIDE CUSTOMERS APPROVAL PAGE B1Mv, waEMar,_ EXPOSITION SERVICES DATE: 2 OF 8 3r+ELE ET9(Enw SEM1 5 MO iMADEC SIGNATURE: 4t M'WCF M •LL A1 CS w1" pn TE CM Allied Convention Services Division MYfE5LL1INLYDvMAZEINR+INGEAEM ROBERT WHITE, P.E. 2464 PRINCETON RD. DELAND, FL. 32724 PH# 407-322-6630 FL. CERT413191 Notes IplCvn p(Ar W> tEit- 2 IC,-1- f'IC L CCGt,1Cf' ioB WP(4M :t,67 Hw Y (7 -q z LAK A `F- SHEET NO OF CALCULATED BY DATE CHECKED BY ;-N1 X/ DATE SCALE 11 II/ JOB#^303? 1. Design wind pressure in conformance with Florida Building Code, 2001 ed.,1 ZV mph region (3 2 & psf). 2. Soil shall be clean sand with a minimum allowable bearing pressure of 2000 psf and a minimum allowable lateral passive pressure (for isolated pole) of 600 psf/ft. 3. Concrete: 3000 psi @ 28 days. 4. Reinforcing: Grade 60. 5. Structural Steel: ASTM A36, Steel pipe: ASTM A53 Grade B, Square tube: Fy = 46 ksi. 6. All welding shall be in conformance with AWS D1.1 (latest ad.) using E70XX electrodes. All welds shall be full penetration welds at all points of contact unless noted otherwise. All welds done prior to erection, no field welds. 7. Submit shop drawings of structural steel for approval prior to fabrication. 8. Pre-engineered sign face by others. Delegate engineer shall provide design drawings to Robert White, P.E. for approval prior to fabrication or erection. P,C M p WIND IMPORTANCE CRITERIA WIND VELOCITY Zo NiPH IMPORTANCE FACTOR 1.0 EXPOSURE CATEGORY (MWRF) C INTERNAL PRESSURE COEFF!CIENT +Q COMPONENT & CLADDiNG PRESSUR L. f FORCE COEFFICIENT Cf wiOLITION NOTES: CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND REQUIRED PERMITS ARE IN HAND AND DISPLAYED ON THE SITE AS REQUIRED BY REGULATORY AGENCIES PRIOR TO PROCEEDING NTH DEMOLITION. "" ' 1. ALLL EEC HA UK.AP SYWOOLSMITERffilOPLA511CCONTRACTORSHALLASSURETHATTHEOWNERHASISSUEDANOTICE 73 2 STOP BARSTOPROCEEDPRIORTOCOMMENCEMENT TO RF 24• *F E cea r r TF#F.,MOPLASTIG 2. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO STCP 913NS TO BEwm X1' HIGH Kmits" GRADE, COMMENCEMENT OF DEMOLITION. 994 d .e ee3. CONTRACTOR SHALL PROTECT THE EDGE OF ALL REMAINING PAVEMENT Fks •° . AND HARDSCAPE. DO NOT HAUL OVER UNPROTECTED PAVEMENT OR TAX ID NUMBER IS 11-?0-30-300-0300-0000 AND 11-)0-30-300-0310-0000 44e1a 4lb U O m Io - wn 7S4J . j LOCATI014 SAWCUT EDGES. ,.s{. r6 e> g •- . eea ,° •aa 4. FILL AND COMPACT ALL DEPRESSIONS AND REMOVAL TRENCHES COMPACT TO 95% MODIFIED PROCTOR UNDER PROPOSED BUILDINGS AND PAVEMENT. COMPACT TO 95% OF MAXIMUM DENSITY FOR ASTM Y. em t54• vAOUM lDfiD-1557. •e .vr )g> J v+ o :. ASPHALT) .' <FP OSE C1S1R1RlSH FACl1TYy ^ c .• 8.S5' s s5CONTRACTORSHALLLEAVESITEFREEOFHOLES, HAZARDS, IMPOUNDMENTS AND DEBRIS UPON COMPLETION ; • ,, sDo hm m" L P ° 4ea EROSION CONTROL NOTES 4-1TOAVOIDPOTENTIALENVIRONMENTALPROBLEMSASSOCIATEDWITHTHESITEPREPARATIONTHEFOLLOWtNCL 'xi 700p'1,200• 1200- 2597' , . 24.00• STEPS WILL BE REQUIRED BEFORE AND DURING ALL CONSTRUCTION ACTIVITIES. ./ ` 1 fL M y TYP. 7\ es ? 9J.. _ 1. PRIOR TO COMMENCEMENT OF SITEWORK, CONTRACTOR SHALL INSTALL SILT FENCE BARRIERS (AND /K] 3 , v °) sm oo •' a ~ i` -- " P tFLOATINGBARRIERSWHEREREOUIRED.) ALL BARRIERS TO BE *DOUBLE' - A SINGLE WIRE REINFORCED i ` ; a3e 9 #m A #+ ? , (AST n SILT BARKER MAY BE USED IN LIEU OF A DOUBLE NON -REINFORCED BARRIER 51 #° III `n1X' 583 a '9 VACUJII52, ALL EROSION PREVENTION AND CONTROL MEASURES MUST BE INSPECTED AND APPROVED BY OWNER PRIOR TO ANY CONSTRUCTION ACTIVITIES. REMOVAL OF THESE SAME EROSION CONTROLS AND PREVENTION MEASURES t'I' ,00 wwa E11IFR' SKN a 4 a!p MAY BE DONE ONLY AFTER AUTHORIZATION BY OWNER IS OBTAINED. J• 3. ALL SURFACE WATER DISCHARGE FROM THIS SITE, INCLUDING DEWATERING DISCHARGE, SHALL MEET s o, 4r wn -son STATE WATER QUALITY STANDARDS (LESS MAN 29 NTU ABOVE BACKGROUND) PRIOR TO REACHING ANY WATERS OF THE STATE INCLUDING WETLANDS. 4. IN THE EVENT THAT THE EROSION PREVENTION AND CONTROL DEVICES SHOWN IN THESE PLANS DO •` s9e bn 5 52NOT PROVE TO BE EFFECTIVE, ALTERNATE METHODS FOR MAINTAINING STATE WATER QUALITY STANDARD FOR DISCHARGE FROM THE CONSTRUCTION SITE WILL BE REQUIRED. ore . _ , S0•° w n Tsr LEGEND: C - Calculated PC - Point of Curvature iZ - Centerline Pg. - Page C.B. - Concrete Block PI - Point of Intersection CM - Concrete Monument P.O.B. - Point of Beginning Conc. - Concrete P.O.L. - Point on Line r D - Description PP - Power Pole ' DE - Drainage Easement PRM - Permanent Reference Esmt. - Easement Monument F.E.M.A. - Federal Emergency PT - Point of Tongency Management Agency R - Rodius FFE - Finished Floor Elevation Rod. - Radial Fnd. - Found R&C - Rebor & CopIF,- Iron Pipe Rec. - Recovered LEGEND• L - Length (Arc) - Roofed M - Measured SetSet Rebor - Set 5/8" Rebor PR 06EDN&D - Nod& Disk & Cop "PLS 4200" LANDSCAPED AREAS N.R. - Non Official UE - Typical ORB - Records Records Book UE - Utility Easement - PROPOSED BtlU INKSPlotP - Plot WM - Water Meier P.8- - Plot Book W - Water Line a- - Wood Fence n - Delta (Central Angle) X- - Chain Link Fence AREA = 1 34 Acres EXISTING USE = Vacant Commercial MAIN BUILDING =7,033 SQUARE FEET (FOOT PRINT ONLY) DETAIL BUILDING =1,000 SQUARE FEET TOTAL BUILDING AREA =8,033 SQUARE FEET = 13% PAVEMENT AREA=20,464 SQUARE FEET = 35% PERVIOUS AREA = 53% WIDTH OF 17/92 RIGHT OF WAY- 120 FEET HEIGHT OF BUILDING = 18 FEET EXISTING FIRE HYDRANT IS 200 FEET SOUTH OF PROPERTY PARIMIG Required Parking-8,589sq. ft.-4000 sq, ft.-4589/1000=5 spaces + 2 spaces=7 spaces as an alternate, 6 full time employees c1 5= 9 spaces required (2 spaces fm fist 4,000 sqft. and 1 space per 1,000 sq, fi for remainder, of 1.5 spaces per full tine employee) Proposed Parking= 11 spaces (2 accessible, and 9 regular spaces) The 25c4O' detail building is a tap over a steel frome. ll ELECTRIC Florida Pc.er Corporation (Progress Energy) TELEPHONE Bell South WATER & SEWER city of Sanford ME GC- 2 cw F.9 son # a b• o .pg .-,8. 7. DO' DENNYS SITE PLAN SCALE- 1"=20' TRASH ENCLOSTIRE b4I xin 26- 45' '' STATION PCST FOR 'OOM SlADW SM TV N) 2 nAas 4SSp sits' 2 50• 5 W x.s WALKWAY w, aa W4 28. 39' sa° 60.90' 1114 25 89' 0000 0 PARM LDT AMKT) 10 OP rPI - BUILDING a 45. 99- H° 9. 1•D' 1.. nor ............__..:....._.. RETENTION POND 44 » es r 49' t wa N 20 0 20 40 THIS PLAN WAY HAVE BEEN REDII(EL MI SM VERIFY BEFORE SCALJK pME1t510NS I s 5&g ti 8 f{ Os- fi n gz8Ye Q ALL Z o rn Q Jf Exa tr3 ib U x pEt zggl W J Z L Yt;i Z RICK HOEPNER IS E (y23319) 2417 MARZEL AVENUE ORLANDO. FLORIDA 32806 RICK HOE PNERPEOAOL. COM PHQ, 407 898.4752 CITY OF SANFORD 2002- 06 s C- 200 POWER OF ATTORNEY Date: November 21, 2003 I hereby name and appoint Ron Wright of Diamond's Electric to be my lawful attorney in fact to act forme and apply to the City of Sanford Florida Building Department for a Wall Sign permit for work to be performed at a location described as: Section Township Range Lot Block Subdivision 13767 Hwy 17/92, Lake Mary, Florida Address of Job) Tropical Car Wash Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Larry B. Schnaper PE CGC A27951 j m or Print -lame of Certified Contractor and Contractor's License Number 1' " / Signature of Certified Contractor The foregoing instrument was acknowledged beforc me thi3(2J day of 20 r,)q_ by L-arr Y 'P who is pervonally !Toymj2jjelwho produced as identification and who did not take oath State of Florida County of --QraA0.P, *"Vj Erice J t My commission DD075019 A- 1AIma / Expires November 28. d l// w' $eel otery Public, &=r County, Fla" TROPICAL CORNERS CARWASH 00 AMP N3R FUSED 225 AMP N3F DISCONNECT LOAD FUSED AT 400 AMP CENTER W! 0 FEED THRU 1 LUGS Wo AMP METER GROUND TO RODS 8LDG STEEL r%Il_L'I sl B OFT APART MINIMUM 4410 COPPER CONDUCTORS WITH A A GROUND IN A 2.112' CONDUIT 4-35MKM COPPER CONDUCTORS WIM 103 GROUND IN 3112" CONDUIT v . ..., •:.K t S r.,p,k,,q..Y;:y' , x:., ' ,.: 7•; , _ R•w"Q•''`,..x Wfy.Fy 1 5: Mf „e f. Permit # Job Address: `ate Description of Work: Historic District: l9(` 3_)cn% OA.1 C442 WPq N CITY OF SANFORD PERMIT APPLICATION 4.Jd o Al I Gtrot Date: Pf -Ft kJfAT Zoning: Value of Work: S I, Sod 00 o Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm POW Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & 13nergy Cali, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial _ Occupancy Type: Residenti 1 Commercial Industrial Total Square Footage: ?SDti A-E+ av R. Construction Type:`6 , # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: I I- [.0 V LUV 7pt7 Owners Name & Address: At c}I9,l.1 Goe ow Cf . Contractor Name & Address: 9 pT- r— eel- Phone & Fax: a) Bonding Company:--t ` " Lk(:1 Address: Mortgage Lender: _ address: Architect/Engineer: Pvc C goepner Address: 2V17 f RP2-1 Attach Proofof Ownership & Legal Description) F_0PLCIaL CC'C.Ylt_'f'; Phone: Fax: go'1404/ 6L --- 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 rite 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certif that all of the foregoing information is accurate and that all work will be done in compliance with all applicable Law; tef;tdaling construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUh T'P, YING TWICE FOR 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 requireinents of this permit, there may be additional restrictions applicable to this property that may be found in the public record; of this county, and there may be additional permits required from other governmental entities such as water rnanaWtdistnctate agencies, or federal agencies. Acceptance of pe rrtjbfi7tI «ii11 notify the ownerf thproperty of the requirem o da L 03 5.2 2.03 Signature of Owner/ t Date Signa ure oU actor/ ent Date fP wner/Agent's a Print Co ractor Agent's Name 22. D3 Signaturo ry Iig anF unk lri Date Signature i\o -v-State of Flonda ^OF rt' ,: NNIFER L. REHAK Commission#DD163723 TARY o, my Comm Exp. 5/8/04 LIC Expires: Dec20, 2005 No. CC 934666 o Boned Thru O ner/ Yg¢n v o n [ "'I' or ('oniractor/Age'.: a P"'crsonah% Kno KI O"Ay Kn— I I Other LO. Produced ID t10 — I'roducec 11'I' LI(:\L[ON APPROVED BY: Bldg: // Zuning:c ked ull.::cs: FD:f/)c `rN II - :Initial & Date) ( Initial &, Date) (Initial K Date) (11-m Da[; 1pccial t , mduions. See S ---- — -- -- — - 5AGe`+ /11 "e y 2,CA o I Ce S OwA-5 orlQ A'e r AUK nUo vp 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 5rmint>dc 4 utntt GENERAL 2003 WORKING VALUE SUMMARY 11-20-30-300- S4-SANFORD 17-92 Value Method: Market Parcel Id: 0300-0000 Tax District: REDVDST Number of Buildings: 0 Owner: FACLCON GROUP Exemptions: Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Own/Addr: C/O MEADOWLAND JV PETER BARACK Land Value (Market): $142,072 Address: 333 W WACKER DR STE 2700 Land Value Ag: $0 City,State,ZipCode: CHICAGO IL 60606 Just/Market Value: $142,072 Property Address: 3767 ORLANDO DR S Assessed Value (SOH): $142,072 Facility Name: Exempt Value: $0 Dor: 10-VAC GENERAL-COMMERCI Taxable Value: $142,072 SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 03/1987 01851 1684 $100 Improved 2002 VALUE SUMMARY WARRANTY DEED 03/1987 01829 0332 $160,000 Improved 2002 Tax Bill Amount: ,0 08 WARRANTY DEED 01/1983 01437 1270 $175,000 Improved 2002 Taxable Value: $14422,07722 WARRANTY DEED 01/1983 01437 1265 $100,000 Improved WARRANTY DEED 01/1973 00983 1266 $104,000 Improved Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LAND LEG SEC 11 TWP 20S RGE 30E BEG 659.86 FT N Land Assess Method Frontage Depth Land Units Unit Price Land Value OF SE COR OF SW 1/4 OF SE 1/4 RUN N 115.84 SQUARE FEET 0 0 35,518 4.00 $142,072 FT W 290.75 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG (LESS RD) NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel= l 1203030003000000t... 5/22/2003 oll?d46Iq 1 Sperml ( S l on T Lb n C L rU 1 1 S 1 U e ( f`-rl j -ro rvz c n,` l Y J CUi0,1TY UF GEMIN0'[ IMPACT FEE STATEMENT STATEMENT NUMBER: 03100003 BUILDING APPLICATION No 03-10000371 BUILDING PERMIT NUMBER: 03-10000371 UNIT ADl}RESSw ORLANDO AVE 3787 TRAFFIC ZONE:022 JURISDICTION: SEC: TWPu RN8: SUF: S()BDIVISIQNu PLAT BOOK: PLAT BOOK PAGEw OWNED NAM[: ADDRESS: APPLICANT NAME: ALAN B. VAMCAMPEN ADDRESS: 2512 CORBYTGw CT. ORLANDO DATE: April 28, 2003X PARCEii TRACT: BLOCK: ' LOT: FL 3282[ TYPE US[: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1O96.5 s. ft. eq1563.68 sq. ft. lubeqgarage, 415.8wsq. ft. carwash FE[ BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS 'TYPE ROADS- AR7ERIALS CC -WIDE ORD Sgecial Use 3,120.26 1.000 unit 3,120.26 ROADS - COLLECTORS NORTH ORD Special Use 678.44 1.000 unit 678;44 ROADS- AR7ERIALS CO -WIDE ORD Retail < 50K Square Feet 3,421.00 4.150 1000gsft 14,197.15 ROADS - COLLECTORS NORTH ORD Retail < 50K Square Feet 692."O 4.150 1000gsft 2,871.80 FIRE RESCUE N/A 00 LIBRARY N/A 00 SCHOULS N/A 00 PARKS N/A 00 LAW 1i:1,41'--[R('.*E N/A 00 RAINAGE N/A VO AMOUNT DUE 20,867.65 A | STATEMENT RECEIVED BY: / ' ^ - ~ ' k- ' _SIGNATURE: ` P\[ AS[ PRINT NAME) DATE: `___ 1_____________________J NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER ANDENSURE TIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. WWAV DISTRIBUTION: 1-BLD8 DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT N[ TE$* ' PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, , FIRE/RES[UE LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT" . ._.^.`, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED I,rACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE. BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULESGOVERNING APPEALS Y BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE! 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EACT FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE B CHECK OR MONEY ORDER. AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 4 OP LEFT OF THIS STATEMENT. jTHIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALEWR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAIUABLE UPON REQUEST. CALL 407-665-7356. N MAY.22.2003-3.37PM BARACK FERRAllANO NO. 739 P. 2 FALCON GROUP, LTD. May 22, 2003 VIA FACSIMILE (407-330-5677) City of Sanford, Florida Attn: Joanne Re: Dvpical Corners Car Wash & Lube Express, Inc. (` tropical Corners') This letter shall confum that Falcon Group, Ltd., the owner of the property legally described on Exhibit A attached hereto, consents to the issuance of a building permit to Tropical Comers with respect to such property. imK 1.00c Peter J. ck, ident of Chicago M ent Group, Inc., the general partner of CMG Investors Limited Partnership, and Secretary of Meadowland Property, Inc., the general partners of Falcon Group, Ltd., a Florida general partnership MAY.22.2003 3:37PM BARACK FERRAllANO NO. 739 P. 3 EXH]IT A LEGAL DESCRIPTION OF THE LAND A PORTION OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: AS A POINT OF REFERENCE COMMENCE AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 17 AND U.S. HIGHWAY 92, ALSO KNOWN AS STATE ROAD 15 AND STATE ROAD 600, WITH THE SOUTHERLY LINE OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA; THENCE NORTH 24 DEGREES, 58 MINUTES, 30 SECONDS EAST ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID U.S. HIGHWAY 17 AND U.S. HIGHWAY 92, 528 FEET, THENCE CONTINUE NORTH 24 DEGREES 58 MINUTES, 30 SECONDS EAST ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID U.S. HIGHWAY 17 AND U.S. HIGHWAY 92. SAID LINE BEING 90.00 FEET EASTERLY OF THE CENTERLINE OF SAID U.S. HIGHWAY 17 AND U.S HIGHWAY 92,157.03 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 5359.65 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL ANGLE OF 00 DEGREES, 25 MINUTES,12 SECONDS, AN ARC LENGTH OF 42.96 FEET; TO THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED LANDS: THENCE SOUTH 89 DEGREES, 55 MINUTES, 08 SECONDS WEST,16.51 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF S644.6S FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CENTRAL. ANGLE OF 01 DEGREES, 13 MINUTES, 34 SECONDS AN ARC LENGTH OF 125.07 FEET SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 24 DEGREES, 00 MINUTES, 33 SECONDS EAST, 125.07 FEET; THENCE NORTH 89 DEGREES, 44 MINUTES, 53 SECONDS EAST, 290.21 FEET TO A POINT ON THE EAST LINE OF THE SOUTHWEST 2/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST, THENCE SOUTH 00 DEGREES, 46 MINUTES 59 SECONDS WEST ALONG EAST LINE OF SAID SOUTHWEST 1/4, 296.32 FEET; THENCE SOUTH 89 DEGREES, 55 MINUTES, 08 SECONDS WEST, IM-51 FEET; THENCE NORTH 00 DEGREES, 46 MINUTES, 34 SECONDS EAST,181.26 FEET; THENCE SOUTH 89 DEGREES, 55 MINUTES, 08 SECONDS WEST,199.49 FEET TO THE POINT OF BEGINNING. 146549 2 1 A -I Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL ZX=Arm= jm==t ' .11 © Scmin(Ac Ciwnty F.,,rrlre prw+srr ter„ /r ti GENERAL 2003 WORKING VALUE SUMMARY 11-20-30-300- S4-SANFORD 17-92 Value Method: Market Parcel Id: 0300-0000 Tax District: REDVDST Number of Buildings: 0 Owner: FACLCON GROUP Exemptions: Depreciated Bldg Value: $0 Depreciated EXFT Value: $0 Own/Addr: C/O MEADOWLAND JV PETER BARACK Land Value (Market): $142,072 Address: 333 W WACKER DR STE 2700 Land Value Ag: $0 City,State,ZipCode: CHICAGO IL 60606 Just/Market Value: $142,072 Property Address: 3767 ORLANDO DR S Assessed Value (SOH): $142,072 Facility Name: Exempt Value: $0 Dor: 10-VAC GENERAL-COMMERCI Taxable Value: $142,072 SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 03/1987 01851 1684 $100 Improved 2002 VALUE SUMMARY WARRANTY DEED 03/1987 01829 0332 $160,000 Improved 2002 Tax Bill Amount: $3,008 WARRANTY DEED 01/1983 01437 1270 $175,000 Improved 2002 Taxable Value: $142,072 WARRANTY DEED 01/1983 01437 1265 $100,000 Improved WARRANTY DEED 01/1973 00983 1266 $104,000 Improved Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LAND LEG SEC 11 TWP 20S RGE 30E BEG 659.86 FT N Land Assess Method Frontage Depth Land Units Unit Price Land Value OF SE COR OF SW 1/4 OF SE 1/4 RUN N 115.84 SQUARE FEET 0 0 35,518 4.00 $142,072 FT W 290.75 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG (LESS RD) NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusVMarket value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel= l 1203030003000000,... 5/22/2003 Division of Corporations Page 1 of 1 Florida I_ epartnte it ofState, TW74sion of Corporation 71M171I.; II?IN7.11 Public. Inquin. TROPICAL CORNERS 2512 CORBYTON CT ORLANDO, FL 32828 Document Number Status Date Filed G03045900169 ACTIVE 02/ 14/2003 Expiration Date Current Owners County 12/ 31/2008 000000001 ORANGE Total Pages Events Filed FEI Number 000000001 000000000 NONE No Filing History Previous on List Return to Name List Next on List Owner Information Name & Address FEI Number 11 Charter Number TROPICAL CORNERS CAR WASH & LUBE EXPRESS INC 2512 CORBYTON CT 90-0003343 P02000009694 FORLANDO, FL 32828 Document Images Listed below are the images available for this filing. G03045900169 -- 02/14/2003 -- Fictitious Name Filing THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Fictitious Name Inquiry Fictitious N.-Ime Heltp http:// www. sunbiz.orglscriptslficidet. exe?action=DETREG&docnum=G03045900169&rdo... 5/22/2003 Division of Corporations Page 1 of 2 Florida Department of State, f>;oislor? C orporation zt r Tzn.r rhi-.r rt? Public Inquiry Florida Profit TROPICAL CORNERS CAR WASH & LUBE EXPRESS, INC. PRINCIPAL ADDRESS 2512 CORBYTON CT ORLANDO FL 32828 MAILING ADDRESS 2512 CORBYTON CT ORLANDO FL 32828 Document Number FEI Number P02000009694 NONE State Status FL ACTIVE Reizistered Aizent Name & Address SMITH, PAUL 218 SOUTHERN COUNTRY LANE OUINCY FL 32351 Officer/Director Detail Date Filed 01 /28/2002 Effective Date NONE Name & Address Title VAN CAMPEN 11, ALAN V 2512 CORBYTON CT I'I) ORLANDO FL 32828 Annual Report Report Year 11 Filed Date IF Intangible Tax http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n 1=PO2000009694&n2=NAMFWI... 5/22/2003 Division of Corporations Page 2 of 2 No Events No Name History Information Document Images Listed below are the images available for this filing. 01/28/2002 -- Domestic Profit THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry Corporations Help http://www. sunbiz.org/scripts/cordet.exe?al =DETFIL&nl=P02000009694&n2=NA-WWI... 5/22/2003 CITY OF SANFORD PLANS REVIEW COMMENT SHEET PROJECT: ADDRESS: CONTRACTOR: OWNER: PLANS REVIEWED BY: COMMENTS: f oll i i PERSON NOTIFIED: DATE: DATE 6 — / Z O3 PHONE: f FAX: 21 :5 _ 9 C — 014,O 6 NO ONE NOTIFIED: DATE RESPONSE RECEIVED: 1. WILLIAM MARCOUS Sanford Car Wash - COMMENT RESPONSES - 02100ALEN Pege 1 From: "David R. Hein, Jr." <drhein@tampabay.rr.com> To: <marcousw c@ci.sanford.fl. us> Date: 5/1 /03 1:45PM Subject: Sanford Car Wash - COMMENT RESPONSES - 02100ALEN Bill, The following is our response to the comments per our conversation on May 1, 2003. 1. Mop sink P-4 in fixture schedule on P-1, Not shown on riser or floor plan? Answer: The mop sink has been added to the floor plan and riser. It is located by the employee bathroom, inside the utility closet. 2. On P-2 EWC. Is this an electric water heater? Is this miss labeled? There is no EWH. Only a Electric Water Cooler. We will add the EWC to the Plumbing Schedule and delete the EWH with details from sheet P-2. 3. The car wash recycle system is not shown on riser diagram. The discharge flows into the tanks and then overflows into the Sanitary Sewer. The recycle system has been added to the riser diagram. Thanks for working with us on the project. If you have any questions, please call me at (813) 960-9300 or (813) 787-0161. Dave DR Associates CC: <rickhoepnerpe@aol.com>, <p_mangos@yahoo.com> DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. 0. BOX 1788 SANFORD, FL 32772-1788 Project Name: C!q/C_. 1, AS i Date: S t U Owner/Contact Person: _ kiV1 `/ GQ/`,/t/V Phone: 3I_66)-2553 Address: 1-7 6 l)V l ti t71i• S 1niFUt.l Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.) : 7 Total Number of Buildings.: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap) : Cry. L,q Water Meter Size (3/4" 1", 2", etc.) L' REMARKS: OR CONNECTION FEE CALCULATION: *-CA _ /J-7 Name - Signature - Date. IN `"7'W(-.r REVISED ' 1) Hater System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/unit - Single-family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 751 - 225 GPD of the water and sewer service of an average single family unit.) Commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined by increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five 25) fixture units will be rated as 1.25 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) l_,xN,+t - Se w•e D, •71S f 6Sa )( 3 9 1 700 v S It/yso 4 stoo TABLE 709.1-.=--- _. ,....r 1, DRAINAGE,FIXTURE'.UNITS FOR FIXTURES 'AND GROUPS FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (Inches) Automatic clothes washers; commercial' 3 Automatic clothes washers, residential?; .;-t Bathroom group consisting of witer'closet, lavatory, bidet and bathtub or shower s.,t <. 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 11/2 Bidet 2 1 /4 Combination sink and tray 2 l2 Dental lavatory 1 /4 Dental unit or cuspidor r ) 1 /4 Dishwashing machine,° domestic 2 11/2 Drinking fountain 2 11/4 Emergency floor drain p 2 Floor drains ( I ( 2 1 L 2 Kitchen sink, domestic 2 11/2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 11/2 Laundry tray (1 or 2 compartments) 2 11/2 Lavatory it i I 1 4 1 /4 Shower compartment, domestic 2 2 Sink ( 2 0/2 Urinal 4 Footnote d Urinal, I gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each set of faucets 2 11/2 Water closet, flushometer tank, public or private 4c Footnote d Water close4 private installation 4 Footnote d Water closet, public installation ( / 6 17 Footnote d For SI: 1 inch = 25.4 mm. 1 gallon = 3.7951- "2 Q • ,, f = S>S For traps larger than 3 inches, use Table 709.2. p A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. See Sections 7092 through 709A for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the future outlet size. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 11/4 1 11/2 2 2 3 21/2 4 3 5 4 Tic 6 >< = For Sr: 1 inch = 25.4 mm. Standard Plumbing Code@1997 1 City of Sanford Engineering And Planning Department memorandum TO: Dan Florian, Building Official FROM: David L. Richards, Engineering Assi i A N DATE: May 22, 2003 Nm G SUBJECT: Tropical Corners Carwash Site Plan Engineering and Planning has provided a conditional approval of the subject project. The conditions are minor issues that will be addressed by the design engineer prior to issuance of a Site Development permit. Thanks, Dave Engineering and Planning Department Phone: (407) 330-5671 Fax: (407) 330-5679 F:\SHA_ENG\Development Review\04-Engineering\2003\Hoepner Carwash\Tropical Corners Carwash.Conditional Approval.memo.wpd Printed May 22, 2003 (3:11pm) F -0 WL L v 2, p I ulqN "9,5 s,ti 1,1 nupsIti0 (-P4) 0 heA+ CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: a PERMIT #: O BUSINESS NAME / PROJECT: w ADDRESS: PHONE NO.: 0 FAX NO.: EMIA CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERXI[ ] TENT PERMIT I ] (f TANK PERMIT [ ] OTHER TOTAL FEES: $ `tf 70 (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15: 16. 17. 18. 19, 20. S9uare Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all agplicable codes and ordinances of the City ig;77-77 Sanford Fire Prevention Division Applica 's Sig ature o.. r s0\ CITY OF SANFORD PERMIT APPLICATION Permit # : %-01/ se-- Date: 7 2 Job Address: 3767 South Orlando Drive, Sanford Description of Work: 4Instal lation.. of -underground--f ire' mai h and inside 'f ire` sprinkler V^ 6-,— ... ---- J . '- 14• 000:00- - - ---system., Historic District: Zoning: Value of Work: $ — Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler'ON" x Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets "t Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial xL Industrial Total Square Footage: 3 , 0 0 0 Construction Type: # of Stories: 1 # of Dwelling Units: 1 Flood Zone: (FEMA form required for other than X) Parcel C 1.1r- 2 0- 3 0- 3 0 0- 0 3 0 0- 0 0 0 0 (Attach Proof of Ownership & Legal Description) Owners Name &Address: Tropical Corners Car Wash & Lube Express 3767 Orlando, Drive, , Sanford Phone: Contractor Name&Address: Southern Fire, 3801 E. State Road 46, SAnford Robert H. Caldwell, Jr. State License Number: 74072300011990 Phone & Fax: 4 0 7- 3 2 8- 8 9 31 Fax contact Person: Tiffany Kirk phone: 4 0 7- 3 2 3 2-4 2 0 0 Bonding Company: N/ A _ Address: Mortgage Lender: N/a ' Address: Architect/ Engineer: N/A Phone: Address: Fax: 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. t : 7 23/03 Signature of Owner/Agent Date VigmaFure of Contractor/Agent Date Robert H. Caldwell, Jr. Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date CAROL ANNE MURCHISON Notary Public, State of Florida Owner/Agent is _ Personally Known to Me or Contractor/Agent is x Personally Know NMy oa.ry Pil. eXp. rateJUIY 11, orid Produced ID Q _ Produced ID 2005 rgffifn. No. DD 037233 APPLICATION APPROVED BY: Bld U — Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ILI( el, CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 2 Ir. 1 0 3 BUSINESS NAME / PROJECT: A PERMIT # Gs -LyAs-', PHONE NO.'-b`j, Za3ADOCD FAX NO.:Cqg 3 -Film l CONST. INSP. [ 1 / O INSP. j 1 REINSPECTION [ ] PLANS REVIEW[ ] F. A. [ ] F.S. HOOD [ ] PAINT BOOTH (]BURN P€,% SI VTENTPERMIT ] TANK PERMIT [ ] OTHER ( y1Jl,Q TOTAL FEES: $ , (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Sauare Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Is Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the Ci f Sanford, Florida. La-181—n Sanford Fire Pre tion Division Applicant's Sig ur Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL Vr Seminole Count, I l U l k . k rs 1 • 1tq. vf._ . Al turd 1.1. i... 411 GENERAL 2003 WORKING VALUE SUMMARY Parcel Id: 11-20-30-300-0300- Tax District: S4-SANFORD 17- REDVDST Value Method: Market 0000 92 Number of Buildings: 0 TROPICAL Depreciated Bldg Value: $0 Owner: CORNERS CAR Exemptions: WASH & Depreciated EXFT Value: $0 Own/Addy: LUBE EXPRESS INC Land Value (Market): $142,072 Address: 3767 ORLANDO DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32772 Just/Market Value: $142,072 Property Address: 3767 ORLANDO DR S SANFORD 32772 Assessed Value (SOH): $142,072 Facility Name: Exempt Value: $0 Dor: 10-VAC GENERAL-COMMERCI Taxable Value: $142,072 SALES Deed Date Book Page Amount Vac/Imp SPECIAL WARRANTY DEED 05/2003 04848 0771 $320,000 Vacant SPECIAL WARRANTY DEED 03/1987 01851 1684 $100 Improved 2002 VALUE SUMMARY WARRANTY DEED 03/1987 01829 0332 $160,000 Improved 2002 Tax Bill Amount: $3,008 WARRANTY DEED 01/1983 01437 1270 $175,000 Improved 2002 Taxable Value: $142,072 WARRANTY DEED 01/1983 01437 1265 $100,000 Improved WARRANTY DEED 01/1973 00983 1266 $104,000 Improved Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LAND LEG SEC 11 TWP 20S RGE 30E BEG 659.86 FT N Land Assess Method Frontage Depth Land Units Unit Price Land Value OF SE COR OF SW 1/4 OF SE 1/4 RUN N 115.84 SQUARE FEET 0 0 35,518 4.00 $142,072 FT W 290.75 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG (LESS RD) NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=l 1203030003000000&... 7/23/03 FLANS REVIEWED CITY OF SANFORD RECEIVE AUG 01203 F' I RE PROTECTION LAY COMFlUTER £3ES I (3M HYDRATEC, INC- RTE III W I NDHAM NH eIZ3087 iFlt F#tK#+.:##i###;Ei-#i: CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. # NAME CARWASH FACILITY LOCATION 3767 SOUTH ORLANDO DRIVE SANFORD, FLORIDA SYSTEM NO. T CONTRACT NO. c::03e, t HYDRATEC. INC RTE 111 WINDHAM NH 03087 603-434-050: HYDRAULIC DESIGN INFORMATION SHEET NAME CARWASH FACILITY DATE 5-12-03 LOCATION 3767 SOUTH ORLANDO DRIVE SANFORD, FLORIDA BUILDING SYSTEM NO. CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. CONTRACT NO. 23030 CALCULATED BY LM DRAWING NO. 1 OF i CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT EXPS OCCUPANCY CAR SERVICE AREA S !(X)NFPA 13 ( ) LT. HAZ. ORD. HAZ. CP. ( ) 1 (X) 2 ( ) 3 ( ) EX. HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE S !( ')OTHER T ! ( ) SPECIFIC RULING MADE BY N.F. P. A. # 13 (1999 ) DATE E M !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE DENSITY- GPM .2 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 120 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 0 MAKE RASCO MODEL G S !HOSE ALLOWANCE GPM -OUTSIDE 250 SIZE 1/2" K-FACTOR 5.62 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 200 G ! N CALCULATION ! GPM REQUIRED 393.88 F'SI REQUIRED 40.37 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 150 W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST JUNE 2002 ! RATED CAP 0 ! CAP. 0 T !TIME OF TEST AM ! AT PSI 0 ! ELEV. 0 E !STATIC (PSI) 64 ! ELEV 0 ! R !RESIDUAL (PSI) 54 ! ! WELL FLOW (GPM) 1130 ! ! PROOF FLOW GPM 0 S !ELEVATION 2.5 ! ! t1 P ! P !LOCATION :HYDRANTS ON CITY WATER MAIN L !SOURCE OF INFORMATION :SANFORD WATER UTILITIES v i COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED Y PALLETIZED % RACK M M ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON-ENCAP. S ! A ! ( )MULTIPLE ROW ( )OPEN SHELVING 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING R ! ! LONGITUDINAL TRANSVERSE A G ! ! HORIZONTAL BARRIERS PROVIDED: E ! ! UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) F-IRE: 1=1R0-rF 0-T I ON L'3Y CCjMl=&l..-t- E:P. DES 1 [3N HYDRATEC. JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-15-03 PAGE 1 HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW C" FITTING FTGS. PE PV*}}* NOTES POINT QT LOSS/F LENGTHS TOT. PF PN 24.02 C=120 10.00 18.57 Q=K*SQR(P): P= 18.27 1 1.080 0.00 0.00 K= 5.620 V 8.41 24.02 0.1584 10.00 1.56 25. 05 C=120 10.00 19.86 K= 5.620 P= 19.86 1.408 0.00 0.00 VELOCITY = 10.11 49.07 0.1632 10.00 1.63 26.05 C=120 10. 00 21.49 K= 5.620 P= 21.49 3 1.639 0.00 0.00 VELOCITY =' 11.42 75.12 0.1713 10.00 1.71 27. 07 C=120 8.50 23.20 K= 5.620 P= 23.20 4 1.639 0.00 0.00 VELOCITY = 15.53 102.19 0.3027 8.50 2.57 28. 53 C=120 2.50 25.78 K= 5.620 P= 25. 78 5 2.104 i T 10. 0 10.00 0.00 VELOCITY = 12.06 130.78 0.1414 12.50 1.77 130.72 27.54 CS 1 0 24.00 C=120 10.00 18.24 Q=K*SQR(P): P= 18.24 6 1.080 0.00 0.00 K= 5.620 V 8.4 24.00 0.1582 10.00 1.58 25. 02 C=120 10.00 19.82 K= 5.620 P= 19.82 7 1.408 0.00 0.00 VELOCITY = 10.1 49. 02 0. 1 E.31LI 10.00 1.63 26.03 C=120 10.00 211.45 K= 5.620 P= 21.45 8 1.639 0.00 0.00 VELOCITY = 11.41 75.05 0.1710 10.00 1.71 27.05 C=120 10.00 23.16 K= 5.620 P= 23.16 9 1.639 0.00 0.00 VELOCITY = 15.52 102.10 0.3022 10.00 3.02 28. 76 C=1 c0 1.00 26.19 K= 5.620 P= 26.19 10 2.104 1T10.0 10.00 0.00 VELOCITY = 12.07 130.86 0.1417 11.00 1.56 130.86 27.74 CS 2 21 24. c7 C=120 10.00 18.65 Q=K*SQR (F,) : P= 18.65 11 1.08Ql 0.00 0.00 K== 5.620 V 8.5 84. 217 0. 1615 10.00 1.62 a;iat HYDRATEC, JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 2 x-t•••-x•r:••;••••x••3:•DESIGN AREA-•••••x-•-•••x•x•••;•••••••;• HYDRLC. DA C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV*} NOTES** POINT QT LOSSiF LENGTHS TOT. PF PN 25.30 C=120 10.00 20.26 K= 5.620 P= 20.26 12 1.408 0.00 0.00 VELOCITY = 10.21 49.57 0.1663 10.00 1.66 26.32 C=120 10.00 Q.93 K= 5.620 P= 21.93 13 1.639 0.00 0.00 VELOCITY = 11.54 75.89 0.1745 10.00 1.75 27.34 C=120 10.00 23.67 K= 5.620 P= 23.67 14 1.639 0.00 0.00 VELOCITY = 15.69 103.23 0.3084 10.00 3.08 29.07 C=120 1.00 26.76 K= 5.620 P= 26.76 15 2.104 1T10.0 10.00 0.00 VELOCITY = 12.2 132.30 0.1446 11.00 1.59 132.30 28.35 CS 3 22 130.72 C=120 12.00 27.54 QA= 130.72PT= 27.54 20 3.260 0.00 0.00 VELOCITY = 5.02 130.72 0.0167 12.00 0.20 130.86 C=120 10.00 27.74 QA= 130.86PT= 27.74 21 • 3.260 0.00 0.00 VELOCITY = 10.05 261.58 0.0605 10.00 0.61 132. 30 C=1 E0 l E 7.0 3.00 28.35 QA= 132. 30PT= 28.35 2 3.260 7.00 6.28 VELOCITY = 15.13 393.88 0.1290 10.00 1.29 PE= FOR HT. OF 14.5 0. 00 C=120 l E 7.0 17.50 35.92 QA= 0. 00PT= 35.92 TASR 3.260 17.00 0.00 VELOCITY = 15.13 393.86 0.1290 10.00F. 34.50 4.45 393.88 40.37 CS 4 BASR HYDRATEC. JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-18-03 PAGE 3 130.72 75.12 84.02 80>>>>>))>5))>>))>)>4))>>)})>',•3>)1>>>)))8>1>>>>)))1 11 102.19 49.07 14 30. 72 130.86 75.05 24.00 102.10 49.02 261.58 A 132.30 75.89 24.27 151>1>>)>114>>1)}))/13'10>i>))J1 >>1>)>>>11 103. 23 49.57 393.88 TASR 393.88 TEST BASR HYDRATEC. JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 4 WATER ANAL`fSIS--••••#•••••••••••••• i OR --rUNNaL- OnRWASH I=AC I L I TY DENSITY AREA 0.200 X 1500.00 = 300.00 OVERAGE = 93.88 GPM = 93.88 RACES = 0.00 INSIDE HOSES = 0.00 OUTSIDE HOSES = 250.00 FLOW REQ'D FOR SYSTEM = 393.88 FLOW AT BASE OF RISER = 393.88 MIN FLOW AT BASE OF RISER = 393.88 TOTAL FLOW = 643.88 STATIC PRESSURE = 64.00 RESIDUAL PRESSURE = 54.00 RESIDUAL FLOW = 1130.00 FLOW FROM CITY SUPPLY AT 2OPSI = E517 GPM PRESSURE FROM CURVE @ TOTAL FLOW = 60.46 ELEVATION 2.50 FOOT = 1.08 NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW VELOCITY ADDITIONAL VALVE LOSS, ETC. = 5.00 SAFETY MARGIN - 0.00 PRESSURE AVAILABLE FOR SYSTEM = 56.55 HYDRATEC. JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 5 WATER SUPPLY SCHE14ATIC***************************** I.--------------------------------------------------------------------- l - 1 l STATIC PRES, l 64. 000 PSI l 1 l l J l U l P l P I L Y l C U l l R V l E I PRES. AVAILABLE ! 1,0.467 PSI ! SAFETY MARGIN 1 i. 177 PSI v l SYSTEM DEMAND--) *---------------* * (-- FLOW AVAILABLE l 393. 88 GPM / 250 GPM HOSE '' 1392.13 GPM ! l i E ! TOTAL DEMAND ! ! V ! 49.290 PSI AT' l R ! 643.88 GPM '. l U----------------- l C RESIDUAL PRES. -) 54.000 PSI AT ! D 1130.00 GPM i N l A i M 25i7.04 GPM. + ! C AT 20,000 PSI D I I 6.280 PSI (ELEVATION) l l l I 1----------------------------------------------------------------------- 1 FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 393.88 GPM OUTSIDE HOSE 250.00 GPM TOTAL DEMAND 643.88 GPM w SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 ID Plans Review Sheet Date: August 6, 2003 Business Address: 3767 Orlando Drive Business Name: Tropical Corners Car Wash Ph.() Fax. () Contractor: Southern Fire Protection Ph. (407) 323-4200 Fax. (407) 328-8931 Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] Reviewed by: Timothy Robles, Fire Protection Inspector Comment: Instillation of Fire Sprinkler system and with new 4" D.R.44 pipe@ 140 ft run 1.1 Application — Ordinary hazard group #2 Wet system. Twelve 12' maximum storage 1.2 Fire sprinkler head %z orifice (roscoe) with 200 degree rating brass upright heads K — Factor of 5.62 with a 250 G.P.M. outside hose allowance Two hour under ground hydro andflush required Two hour above ground hydro required Tamper switches required on all fire sprinkler valves Signs and fire sprinkler rating/test plate required at time offinal 1 frame bot_products Pagel of 3 killark I Is a leading manufacturer of hazardous and non -hazardous location fittings, enclosures, distribution equipment, plugs and receptacles, controls and lighting fixtures. Killarks trademarks include: ACCEPTORY" (plugs and receptacles) - interchangeable plug and receptacle system for hazardous locations CERTI-LITET" (lighting fixtures) - luminaires for standard and certain hazardous locations CLENCHERTM (MCC connectors) - metal clad cable connectors for NEMA 4x locations DURATECH TM (control stations) - non-metallic control stations and devices for standard locations HOSTILE-LITETm (lighting fixtures) - luminaires for hazardous and hostile locations PRISM"' (motor controls and panelboards) - motor controls and panelboards for hazardous locations QUANTUM^' (enclosures) - electrical junction boxes and enclosures for hazardous locations SEAL-XTM (control stations) - factory sealed control stations for hazardous locations SNAPPY FITTINGS^' (fittings) - PVC fittings for standard locations fittings standard conduit bodies standard location service entrance standard location device boxes device box covers conduit opening data accessories hazardous location conduit/outlet bodies weatherproof SNAPPY® conduit bodies SNAPPY®, boxes/covers hazardous location sealing fittings hazardous location miscellaneous fittings drains and breathers close-up plugs conduit nipples union, reducers, elbows, adapters hazardous location flex couplings bronze flexible couplings stainless steel flexible couplings connectors cord connectors connector grips hazardous location cord connectors corrosion resistant nylon cord connectors metal clad cable connectors weatherproof conduit hubs enclosures corrosion resistant - stainless steel NEMA 4X JIC boxes NEMA 4X enclosures pushbutton enclosures dust ignition proof junction boxes hazardous location QUANTUM® enclosuresfjunction boxes enclosuresfjunction boxes operator layout information enclosure accessories blank mounting pans hinges drains and breathers round lenses rectangular lenses circuit breaker handles modular terminal blocks instrument enclosures instrument and device enclosures conduit opening data distribution equipment hazardous location circuit breakers cast conduit hubs drilled & tapped hubs http://www.hubbell-killark.com/930—kil_products2.htm 05/15/2003 frame bot_products Page 2 of 3 hazardous location disconnect switches non -fusible dust ignition proof, non -fusible fusible hazardous location panelboards PRISM® series lighting panelboards power panelboards branch circuit breakers accessories hazardous location circuit breaker load center threaded cover plugs & receptacles weather resistant 30 Amp plugs and receptacles 60 Amp plugs and receptacles 100 Amp plugs, receptacles and connectors 200 Amp plugs, receptacles and connectors hazardous location plugs, receptacles and connectors ACCEPTOR® interchangeable plug and receptacles 20 Amp plugs and receptacles 30 Amp plugs and receptacles 30/60 Amp plugs and receptacles controls corrosion resistant non-metallic DURATECHO control stations hazardous location control stations control centers disconnect switches terminal boxes control devices SEAL-X® series splice boxes/sealing methods cover assemblies with devices tumbler switches ground fault interrupter back boxes conduit opening data remote bulb thermostat fire alarm stations custom control operators potentiometer operators rotary/motor shaft operators capillary seals operator bodies accessories, replacement parts custom operator ordering motor starters universal enclosure magnetic line & combination motor starters manual motor starting switches manual motor starter lighting incandescent fixtures corrosion resistant standard location midget hazardous location hazardous location - handlamp dust ignition proof HID fixtures CERTI-LITE® series (standard and certain hazardous locations) HID fixtures for hazardous locations HOSTILE-LITE® series fluorescent fixtures CERTI-LITE® series (standard and certain hazardous locations) stainless steel (standard and certain hazardous http://www.hubbell-killark.com/930—kil_products2.htm 05/15/2003 frame bot_products Page 3 of 3 locations) hazardous location floodlight fixtures standard location hazardous location portable flood strobe signal light fixture hangers standard location hazardous location i oil x & K 17V1 MRhaV hrrer.wom All FII i/ll:i Fl•=if l:y}II http://www.hubbell-killark.conV930—kil_products2.htm 05/15/2003 Electrical Equipment for hazardous wet and dusty enviroments - Walsall Page 1 of 1 3 f3ox sales@walsall- ltd.c e _ r.Ne+e ucts" . News a Information Automated Enquiry System E210 - EEx d )unction Box Summary Catalogue Order Catalogue Hazardous Area Specification Certificate Number BAS99ATEX2239 Lighting Ingress Protection IP65 to EN60529:1991 (by the application of grease) unction Boxes Area Classification Zone 1 & 2 Apparatus groups IIA, IIB Control Stations Apparatus Standard EN50014:1997 (Al to A2) & EN50018:1994 Control Systems Temperature Classification T6 + 85?C (Ta - 20?C to +40?C) Type of Protection Ex II 2 G EEx d IIB T6 Plugs & Sockets Enclosure Specification Heaters Mounting Method Steel mounting strap with two 8.Omm diameter Sounders & Beacons Finishing fixing holes Hot dipped galvanised to BS729:1971(1994) Cable Glands Lid Fixing 4 M6 allen head stainless steel screws Material Cast iron not inferior to grade 150BS1452:1977 Storm Proof Entry Through threaded hole in body Earth Continuity External and internal M4 earth clamps Cable Management T Dimensions 106 mm x 145 mm x 66 mm Custom Build Gaskets By grease Weight 3.5kg ATEX and FM Y approvals Electrical Specification Voltage Rating 440 Volts max Current Rating Maximum current density of conductors is 4 amps Terminal Type MK3/12, MK6/6 Terminal Capacity 2.5 mm2and 10.0 mm2 Entry Specification All products are supplied with 20mm threaded holes as standard in the configurations listed. Orde rin anrvrmaovn io request a puce, smpiy cncK me prouuct Conductor size mm? entry position No of Was Produc 0. 5 to 10.0 A, B, C, D, (2 plugged) 6 E2 0. 5 to 10.0 A, B, C, D, E, F (2 plugged) 6 E2 0. 5 to 2.5 A, B, C, D (2 plugged) 12 E2 0. 5 to 2.5 A, B, C, D, E, F (2 plugged) 12 E2 http:// www.walsall-ltd.com/index.asp/page=itenVCaWogueID=4&ID=39 05/15/2003 L Z - u GNr rixru2S Day-Brite Lighting 8' VAPORLUME WET LOCATION INDUSTRIAL 1 or 2 lamp APPUCATION Acceptable for outdoor as well as indoor installations. Can be surface (walViceiling) or suspended mounted unless otherwise specified. UUWL Listed. Wet Location -Areas of high humidity, water vapor, rain, incidental water spray, or other non -corrosive or non- flammable liquid. CONSTRUCTION/FINISH Non-conductive, non -corrosive housing. Smooth exterior surface for easy cleaning. Molded fiberflass reinforced polyester body. High impact DR acrylic molded lens. Continuous dosed cell, foam in -place gasket. ABS cam action latches are standard. Lighting channel has high reflectance baked white enamel finish. Wet location hubs installed on ends. T8 or T12 or Slimline or High Output T8(380mA) or T12(800mA) NSF Certified for Non -Food Zone Installations. ELECTRICAL Class P, HPF, CBM certfied ballasts. Electronic ballasts are standard on high output (86HO and 96HO) models. Day-Brite's standard fixtures for high output T8 (380mA) and T12 (800mk) include ballasts rated for -200 F starting temperature. Self-contained fluorescent emergency ballasts available: Wet location only, use DEB-7W. UUWL listed. Wet Location UL 1570/cUL C22.2 No. 9. ACCESSORIES TBK - Stainless Steel Top Bracket Kit (pair of brackets plus hardware) EBK - Stainless Steel End Bracket Kit (pair of brackets plus hardware) CATALOG NUMBER W A D — Fiberglass Wet A — OR Acrylic only 120 Location Industrial (not included) 277 TD — Tandem Unit T 347 2 W — Wet Location E — Ends only See Section 1600.OA for Option Info. See Page 1455•IF for mounting hardware. NOTES: With generic Electronic Ballasts (Brand selected by WBrite) Suffix Catalog i wilh- Balmd N!!!- /— iPer SWIML E1lam4le: ILM = One 2 Lamp Electronic Ballast. E1lemI 1110= One 4 Lamp Electronic Ballast. JOB INFORMATION 1516.2-PF 8' VAPORLUME WET LOCATION INDUSTRIAL D Day -Brice Lighting DIMENSIONS O,a FOY4 R Fr_l B - End Moulting Bradal r OD 144• a • 1 rS r6' • I . j T. ICI SNALLOW LEAS VERSI011(STANDARD) aF TT Sin DEEP LENS VERSION FOR INCH AMBIENT, OR WHEN MOM LAMPS ARE OPERATED ON MAGNETIC BALLASTS. PHOTOMETRIC DATA CATALOG I!DWA09-120-12EB LAWS F96TB INPUT WATTS a 102 LER = F-74TESTILSC7929301w1.5 BALLAST ELECTRONIC BALLAST FACTOR - .85 COMPARATIVE YEARLY LIGHTING ENERGY COST PER 1ODD LUMENS = $3.24 BASED ON 30DO HRS. AND S.08 PER KWH. FIXTURE EFFN,'IENCY= 76.6% CANDLEPOWER Mqr End 4S crm 200s 203352017 15 2075 25 2077 35 4574911 7469955a7570 45 105 402 115 171 13355 22 145155 5 30 195175 25 820 24 MAINTAINED RLUMINATION TABLE- SODome FnWili me• 80-50-20 Reflectances (Ceiling -Wall -Floor) LLF = 074 5800 LLRnensllanlp very clean Room width divided b7 roan hergM . 5 a more, 2 or 1 Fbftm so Rohr wim Aaron. A6eN . B. FIeMs aewlag6 R66.R.arE' loos 3/Rs sorts Tons loons 2-lamD 5 2 1w w w 5gw 1 137 a r 59 w 42 n Obseve FuNe SThW Rwis, r ens la Spedtc Aypiralial3 AVERAGE LUMINANCE TYPICAL V.C.P.'s MIM WITH COMM LUMEN LAMPS s Ln m crewmen ANGLE BID 4V CII033 Id 10 8.5 10 45 5585 5601 5807 =30 34 40 26 31 55 4986 5390 5612 40M 31 35 24 27 65 4182 5133 5785 1141= 35 39 30 35 75 3574 5361 6028 60a00 29 31 21 24 85 3122 5057 5506 1 1 IDIO 8 28 29 21 22 LLF..74 LLf.LGHTLOSSFACTOR LLF.LWXLLDXW LOD.VERY CLEAN 0.94 CLEAR 0.90 LLD.0.00040%RMEDIAIRPLFE OF. 035 ELECTRONIC BALLAST & 59-18 LAMP IREIAMP AT 701E LAMP LIFE) COEFFOW OF UTRIIATNIN Fa r 9w w n r r7 TO 50 30 70 w 30 w 30 run r r r w w 81 810w7975707571www 2 70 54 57 w 51 5657 53 3 54 55 47 61 54 48 so 45 4 r 48 40 56 46 40 M 35 s S..2 35 s2 41 N 1, 14 1. 7 45 34 28 44 34 27 32 25 1 41 32 25 40 30 23 26 23 9 40 28 221 38 28 22 27 2D 10 36 27 20 35 26 20 25 19 UGHT DISTRIBUTION DEGREES LUMENS %LAMP %FDRURE 0 1 14. 19. 0_40 2554 24.5 12.1 0460 $402 46.5 50.8 0.90 BM 69.5 90.8 94150 815 9R 0.1w Iw1 7.6Ti' 1OD1 PHOTOMETRIC DATA CATALOG IIOWAE286H0-120.12EB LAMPS-F86T8HO ON7I WATTS 145 LER c F-70TEST /LSC79M VM1.5 BALLAST a ELECTRONIC BALLAST FACTOR a .88 COMPARATIVE YEARLY LIGHTING ENERGY COST PER 10M LUMENS = $3.43 BASED ON 3000 HRS. AND S.08 PER KWH. FIXTURE EFFIC191"a 72•6% CANDLEPOWER Angle End 45 cren 1 515 2216602705 35 M7 45 408 55 123 a907 75 607 95 we 105 542 11125 2775 135 36 145 7 155195 931 13 175 30 is a MAINTAINED ILLUMINATION TABLE- Spam hOffl otm * 80-50-20 Rellectances (Ceiling -Wall -Floor) r LLF - a74 8000 Lumen llmp Clean Room width divided by room height - 5 or more. 2 or 1 FlTdro Stre Noor wND AEp IL pp e i • of Ian Noor Now - 10 R 0 Rs 50 Rs 70" IN" 24amp 5 120 84 86w 2 110 78 55 1 131 79 55 39 uumw rmlo wm rlaq www a nor w=i; AVERAR=LUMMMANCE WnH OM LUMEN LAMPS ANGLE END 4v CROSB 45 7143 7282 7317 55 GM 11M 7117 85 5342 6709 7380 75 4391 6944 7117 85 3614 5724 7109 Applica m TYPICAL Y.C.P.'s IMer N-U" NNjR Sloe Lm*Nn w CToeerlw IS 10 11,5 10 301130 28 33 22 25 40840 25 28 19 22 9WO 29 32 25 29 Nao z4 2s 17 l9 100e100 23 23 17 18 LLF..74 LLF. LGHr LOSS FACTOR LLF.LODXLLDXBF LOD.VFRFCLFAn094CLEANa50 LLD.0480406RATTDLAMPLIFE BF.Ow ELECTRONIC 1511"T&VIN T810 LAMP IBELAMP AT 70% LAM LIFE) COEFFICILTR OF IRNIIATION Ft w Fa r t w r- To 50 30 70 50 30 50 30 NCR0 84 84 M 81 81 81 77 77 1 75 TO OT 71 w w 64 w 3 w 53 46 w 61 45 46 41 4 56 45 39 63 45 36 41 35 5 51 40 34 a 40 33 36 W 6 46 36 29 45 35 20 33 28 7 11 33 26 425 5 4029 23 39 28 23 28 22 9 38 27 20 35 2720 25 20 10 34 25 19 34 25 19 23 17 UGNT DISTRIBUTION OEGREE3 LUMM %LAMP %R:NRE 0.40 3732 23.3 32.1 0.60 7009 43.5 50.3 0.90 1040 65.4 90.1 90.18D 1153 7.2 9.9 0•180 11618 72.6 100.0 1516 2s-PF DA7 "n"'° == DAY4*M LIGHTING G - Tupelo. Mis3osiopi 38804 - PH: (662) 842-M2 - FAX: (662) $41.5501 06 91O3-5M D 'YI Ilri Ugl,Yng 189 Buw Give- M2r91arm Ork,'m L3P 1W4 - PH: (905) 294XA70 - FAIL (905) 294-9611 6 nm ,6, ro enlyte Thomas Group Rolling Doors 615 Series Specifications SECTION 08330 ROLLING DOORS 615 Series Service Doors PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions, and Division l General Requirements, apply to the work of this Section 1.02 SUMMARY A. The work of this Section includes rolling doors. B. Related Sections: Other specification sections which directly relate to the work of this Section include, but are not limited to, the following: 1. Section 08710 -Finish Hardware; key cylinders for locks. 2. Section 16100 - Electrical; wiring. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product dat and installation instructions for each type of rolling door. Include both published data and any specific data prepared for this project. B. Shop Drawings: Submit shop drawing for approval prior to fabrication. Include detailed plans, elevations, details of framing members, required clearances, anchors, and accessories. Include relationship with adjacent materials. 1.04. QUALITY ASSURANCE A. Manufacturer: Rolling doors shall be manufactured by a firm with a minimum of five years experience in the fabrication and installation of rolling doors. Manufacturers proposed for use, which are not named in these specifications, shall submit evidence of ability to meet performance and fabrication Overhead Door Corporation PO Box 809046 Dallas, Texas 75384 1-800-887-3667 Rolling Doors 615 Series Specifications requirements specified, and include a list of five projects of similar design and complexity completed within the past five years. B. Installer: Installation of rolling doors shall be performed by the authorized representative of the manufacturer. C. Single -Source Responsibility: Provide doors, guides, motors, and related primary components from one manufacturer for each type of door. Provide secondary components from source acceptable to manufacturer of primary components. D. Pre -Installation Conference: Schedule and convene a pre -installation conference just prior to commencement of field operations, to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver materials and products in labeled protective packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from damage from weather, excessive temperatures and construction operations. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER A. Provide rolling doors by Overhead Door Corporation, Pennsylvania Division; Telephone 800- 929-2553 or 717-248-0131; Fax 800-929-1274. 2.02 ROLLING DOORS A. Trade Reference: 615 Series Service Doors by Overhead Door Corporation. B. Curtain: Interlocking roll -formed slats as specified following. Endlocks shall be attached to each end of alternate slats to prevent lateral movement. Overhead Door Corporation PO Box 809046 Dallas, Texas 75380 1-800-887-3667 Rolling Doors 615 Series Specifications Curved profiletype C-187 for doors up to 16'4" wide, fabricated of 24 gauge galvanized steel (22 gauge galvanized steel). C. Finish: Slats and hood shall be galvanized steel in accordance with ASTM A 525 and receive rust - inhibitive, roll coating process, including bonderizing, 0.2 mils thick baked -on prime paint, and 0.6 mils thick baked -on polyester (powder coated) top coat. Non -galvanized exposed ferrous surfaces shall receive one coat of rusinhibitive primer. D. Color: Gray polyester top coat. (Tan polyesterdp coat.) (Powder coating finish in color as selected by Architect from manufacturer's standard colors.) E. Windload Design: 20 PSF. F. Weatherseals: Vinyl bottom seal. G. Bottom Bar: Extruded aluminum. (Two galvanized steel angles.) H. Guides: Roll -formed galvanized steel shapes attached to continuous galvanized steel wall angle. 1. Brackets: Galvanized steel to support counterbalance, curtain and hood. J. Counterbalance: Helical torsion spring type designed for 20,000 cycle life design. Counterbalance shall be housed in a steel tube or pipe barrel, supporting the curtain with deflection limited to 0.03" per foot of span. Counterbalance shall be adjustable by means of an adjusting tension wheel. K. Hood: 24 gauge galvanized steel with intermediate supports as required. L. Manual Operation: Manual push up for doors up to 108 sq. ft. Chain hoist for doors over 108 sq. ft. Overhead Door Corporation PO Box 809046 Dallas, Texas 75386 1-800-887-3667 Rolling Doors 615 Series Specifications M. Electric Motor Operation: Provide UL listed electric operator, size as recommended by manufacturer to move door in either direction at not less than 2/3 foot nor more than l foot per second. 1. Sensing Edge Protection: (Pneumatic sensing edge.) (Electric sensing edge.) 2. Operator Controls: Push-button (Key) (Push- button and key) operated control stations with open, close, and stop buttons for surface (flush) mounting, for interior (exterior) (both interior and exterior) location. 3. Special Operation: (Vehicle detector operation, radio control operation, card reader control, photocell operation, door timer operation, commercial light package, explosion and dust ignition proof control wiring.) N. Locking: Interior bottom bar slide bolts. Interior slide lock for manually operated doors. Chain keeper locks for chain hoist operation. (Interior slide bolt lock for electric operation with interlock switch.) (Cylinder lock for electric operation with interlock switch.) O. Wall Mounting Condition: (Face -of -wall mounting.) Between jambs mounting.) PART 3 -EXECUTION 3.01 PREPARATION A. Take field dimension and examine auditions of substrates, supports, and other conditions under which this work is to be performed. Do not proceed with work until unsatisfactory conditions are corrected. 3.02 ' INSTALLATION A. Strictly comply with manufacturer's installation instructions and recommendations. Coordinate installation with adjacent work to ensure proper clearances and allow for maintenance. Overhead Door Corporation PO Box 809046 Dallas, Texas 75380 1-800-887-3667 Rolling Doors ® 615 Series Specifications B. Instruct Owner's personnel in proper operating procedures and maintenance schedule. 3.03 ADJUSTING AND CLEANING A. Test rolling does for proper operation and adjust as necessary to provide proper operation without binding or distortion. B. Touch-up damaged coatings and finishes and repair minor damage. Clean exposed surfaces using non- abrasive materials and methods recommended by manufacturer of material or product being cleaned. Overhead Door Corporation PO Box 809046 Dallas, Texas 75380 1-800-887-3667 M Wawnw 190/350/500 STANDARD ENTRANCES An Alcoa Company ENTRANCE OFFERINGS/APPLICATION CRITERIA STANDARD OPTIONAL Locks Inactive Leaf One pair of Kawneer flush bolts in the inactive leaf of a Controller' 3-point locking system consisting of a two point pair or doors. locking device in the inactive leaf in lieu of flush bolts, working in conjunction with the MS 1850A deadlock in the active leaf. This combination provides for greater security than possible with flush bolts and complies with the life safety considerations of building codes which prohibit the use of flush bolts. Thresholds A 1/2' x 4' (12.7 x 101.6) aluminum mill finish threshold. A 1/2' x 6 314' (12.7 x 171.5) aluminum mill finish threshold. Weathering Single Acting: SEALAIRD weathering system in the door Bottom Door Sweep and frame consisting of a dense, bulb polymeric mate- rial, which remains resilient and retains its weathering ability under temperature extremes. (The system is com- plete with an optional EPDM blade gasket sweep strip applied to the bottom door rail with concealed fasteners). Double Acting: Pile cloth weathering in the door and frame. Exit Device Dor-O-Matic 1690 concealed rod panic with or without a rim type cylinder. Dor-O-Matic 1790 rim type panic with or without a rim type cylinder. Pairs of doors require Dor-O-Matic No. RM-170 removable aluminum mullion. Exit Device Pulls Architects Classic 'CO-9" pull handle with Dor-O- Matic 1690 and 1790 panic devices. APPLICATION CRITERIA Paneline' exit device is a concealed rod exit device applicable to single or pairs of doors. It features an activating panel contained within the door cross rail. CPN pull handle with Paneline. The overall height of the pull matches the height of the Paneline cross rail. Panic Guard' exit device is a concealed rod exit device. It features a continuous, retractable astragal which closes the gap between a pair of doors. Panic Guard' with Paneline• Integral push panel concealed rod exit device used in conjunction with the continuous, retract- able Panic Guard astragal. Dor-O-Matic 1490 and 1990 concealed rod panic with or without a rim type cylinder. Dor-O-Matic 1590 and 2090 rim type panic with or without a rim type cylinder. Pairs of doors require a removable aluminum mullion. RM-150 for DOM 1590 and RM-70 for DOM 2090. Kawneer Architects Classic C6-12 pull. As indicated on Page 5, the standard sizes of swing doors are 3'-0' x 7'-0' (914.4 x 2133.6) or 3'-6' x 7'-0' (1067 x 2134) for single doors and 6'-0' x 7'4r (1828.8 x 2133.6) for pairs of doors. When these sizes are exceeded the following criteria should be administered. 1. Larger doors should not be subject to heavy traffic or strong prevailing wind conditions. 2. Larger doors should use a door closer with a good back check action. 3. When a door exceeds V-0' (2438.4) in height, a cross rail or push bar should be used to reinforce the vertical stiles. 4. When an offset hung door exceeds T-6' (2286.0) in height, an intermediate butt or offset pivot should be used. 5. Tall doors should be prevented from racking by proper utilization of hardware, including door closers, door holders and door stops. NOTE: SOME OF THESE CRITERIA ARE OF A SUBJECTIVE NATURE, CONTACT YOUR FACTORY REPRESENTATIVE FOR APPLICATION ASSISTANCE. MAMMUM SIZE DOOR LEAFS METERS 5 1 1.5 3.5 11 10 UJ9 3 y B B 2.5 A 7 2 1 2 3 4 5 FEET tGLAZED WITH 1/4" (6.4) GLASS A = NARROW STILE 190 B = MEDIUM STILE 350 OR WIDE STILE 500 LITHO IN U.SA NOVEMBER 0 KAWNEER COMPANY. INC.2002 Ceco Products: Steel Stiffened Core Doors M Page 1 of I FxrE,U &- eAi E0 DW.*-' Ca I Ceco Door Products Doors with a Vertically Steel ' fi ffenEcC orc s 2t Medallion atcsi With 22 gage formed steel stiffeners, (20 gage and Galvanized optional) Ceco Medallion is designed to take extreme people - punishment in schools, hospitals, institutions, and other heavy duty openings. Complies with NAAMM specifications, with steel ribs placed 6" apart and spot welded to both face sheets every 5" along their length. Seamless, full welded edges with a minimum 18 gage backup angle further enhance rigidity and the esthetics of the opening. Recessed 16 gage top channel is supplied with a 16 gage flush top cap to close the top of the door. The 16 gage bottom channel is inverted and welded to both face sheets. Minimun 0.5 PSF fiberglass insulation between the stiffeners is sound -deadening and an effective insulator. Lock and hinge edge are beveled 1/8" in 2". A 12 gage closer reinforcement plate is optional. Medallion Doors comply with the requirements of ANSI / NAAMM / HMMA 861-00 Click here for: Medallion Desi;;n Features C=-=— Medallion Fire Doors MILES) Medallion Fire Doors. Vertically Steel Stiffened core. UL, WH or FM label. Classified for openings rated up to three hours (Class A,B,C,D,E, and 20 minute) which have 450 degree temperature rise restrictions. Tested and approved in accordance with UL 10b Ambient Fire Test and UBC 7-2 (97) Positive Pressure Fire Test. Maximum Size: 18, 16 gage: 4'0 x 10'0 single 18, 16 gage: 8'0 x I VO pair 14 gage: 4'0 x 9'0 single 14 gage: 8'0 x 9'0 pair Tested and approved for use Internationally under BS476 Part 22, 1987 (British); and various independent Country fire tests for 30, 60,120, and 240 minutes. Back to Product:, \Menu hnp:// www.cecodoor.conVsteelcor.htin 05/15/2003 Medallion Design Features a)(MIZ! o 12 oiiS/ boa Page 1 of 1 Ira: I Ceco Door Products Medallion Design Features Designed for high frequency and rugged traffic conditions. 18, 16, or 14 gage face sheets, cold -rolled or galvanized. Hinge reinforcement 7 gage steel (3/16" plate) R" factor: 1.626 (Reference: V Thermal Pane Glass R = 2.0) U" factor: 0.615 STC" (sound transmission class): 41 Beveled Lock & Hinge edges Integral flush welded glass lite trim kits. 12 gage Closer Reinforcement plate optional Galvanized stiffeners optional Medallion Duty Grades 18 gage — Level 2, Heavy Duty 16 gage — Level 3, Extra Heavy Duty 14 gage — Level 4, Maximum Duty Click here for Construction Details:_ Medallion.DoOrs Return it) Steel Farr Door Pair Medallion Hinge Preparation 4-1/2" or 5" high standard or heavy weight, full mortise hinges. ANSI A156.7 template Handed http://www.cecodoor.com/medallion/medallion.htm 05/15/2003 Versadoor Design Features ® Page 1 of 1 Ceco Door Products Versadoor Design Features Embossed panel designs available in 20 and 18 gage cold -rolled steel face sheets. Flush design doors available in 20, 18 or 16 gage steel Cold rolled or galvanized steel. R" factor: 15.27 STC"(sound transmission class): 26 Popular sizes: Most embossed designs are available in 2'8" and 3'0" widths and in 6'8" and TO" heights. Six panel designs are also available in widths up to 47. Mortise lock preps not available in 2'8" widths. Full flush styles are available in all standard widths and heights. Full perimeter epoxy thermal barrier reduces conductivity energy loss. 7 gage hinge reinforcements. Embossed doors with Lite Kits are furnished factory glazed. Full flush style furnished with metal trim kits for field glazing. Versadoor Duty Grades 20 gage — Grade I, Standard Duty 18 gage — Grade 11, Heavy Duty 16 gage —Grade III, Extra Heavy Duty Back to 110h urethane Foam Core Doors Versadoor Hinge Preparation 4-1/2 " x .134" full mortise hinge preps Closing Plates Included Non -handed Construction Details: _Versado-or_Doors http://www.cecodoor.com/versdoor.htm 05/15/2003 s KaWneer 190/350/50 TANDARD ENTRANCES An Alcoa Company INDEX PICTORIALVIEW...............................................................................1 DOOR TYPES/SECT. DIMENSIONS.................................................2 CONSTRUCTION DETAIL.................................................................3 CONSTRUCTION DETAIL.................................................................4 STOCK ENTRANCE PACKAGES.....................................................5 ENTRANCE OFFERINGS..................................................................6 APPLICATION CRITERIA..................................................................7 PUSH PULL HARDWARE..................................................................8 PANELINE EXIT DEVICE...................................................................9 AUTO SHOWROOM DOOR.............................................................10 INTERMEDIATE RAILS....................................................................11 INFILLOPTIONS..............................................................................11 ACCESSORIES................................................................................11 HANDICAP ACCESSIBLE ITEMS...................................................12 PANIC GUARD EXIT DEVICE..........................................................13 PANELINE/PANIC GUARD EXIT DEVICE 14 SPECIFICATIONS............................................................................1-6 LAWS AND BUILDING AND SAFETY CODES GOVERNING THE DESIGN AND USE OF GLAZED EN- TRANCE, WINDOW, AND CURTAIN WALL PRODUCTS VARY WIDELY. KAWNEER DOES NOT CON- TROL THE SELECTION OF PRODUCT CONFIGURATIONS, OPERATING HARDWARE, OR GLAZING MATERIALS, AND ASSUMES NO RESPONSIBILITY THEREFOR. Metric (SI) conversion figures are included throughout these details for reference. Numbers in parentheses ( ) are millimeters unless otherwise noted. The following metric (SI) units are found in these details: m — meter cm — centimeter mm — millimeter s — second Pa — pascal MPa — megapascal Kawneer reserves the right to change configurations without prior notice when deemed necessary for prod- uct improvement. LITHO IN U.S.A. NOVEMBER 0 KAWNEER COMPANY. INC.2002 lKawneer 190/350/500 STANDARD ENTRANCES 1 An Alcoa Company PICTORIAL VIEW An arc welding process known as shielded Inen Gas Metal Arc (SIGMA) or also known as Metal Inert Gas (MIG) 1 MECHANICAL FASTENING is accomplished by attaching a 5116' (7.9) thick extruded aluminum channel dip to the vertical stile withl/4'-20 heat strengthened bolts and 3116" thick steel nut plates for a high strength welding base for attachment of the horizontal member. E5 2 SIGMA* DEEP PENETRATION PLUG WELDS are made top and bottom after the horizontal is property positioned over the channel dip to help provide the strongest door comer joint currently available. 3 SIGMA* FILLET WELDS along both top and bottom webs of the rail extrusion complete the Dual Moment comer construction. LmiO IN U.SA NOVEMBER 0 KAWNEER COMPANY, INC., 2002 2 190/350/500 STANDARD ENTRANCES lKa111A1 w M AWa C qx" noog TYPES/SECT!c"IM DIMENSIONS SCALE 3'. = 11oil 190 NARROW STILE 1 STANDARD; LOCATIONS TOP ATTACHMENT q OF CYL. 3IiNm BOTTOM OF DOOR CAD DETAIL 01ITEA0 1 lu.e TYR 2 CAD DETAIL EA= 350 MEDIUM STILE 1 CAD DETAIL EADD1 7 li CAD DETAIL EAOD1 2ig CAD DETAIL EA032 F& 500 WIDE STILE m 0 CAD DETAIL EAD51 n 46— y r. I 2 g CAD DETAIL EA032 CAD DETAIL CAD DETAIL CAD DETAIL ER 3 _pEAaai 3 3 EAa SINGLE ACTING SINGLE ACTING SINGLE ACTING 1 1 1zzo) CAD DETAIL CAD DETAIL CAD DETAIL 3 EA004 3 - EAM 3 - EA06n DOUBLE ACTING DOUBLE ACTING DOUBLE ACTING LITHO IN U.S.A. NOVEMBER 0KAV/NEER COMPANY, INC.20M lKc11Nrxw 190/350/500 STANDARD ENTRANCES 3 M ftm Company CONSTRUCTION DETAILS SCALE 3" =1' 0" NOTE: 1. SERIES 190 NARROW STILE DOORS ARE DETAILED, MEDIUM STILE 350 DOORS AND WIDE STILE 500 DOORS ALSO MAY BE USED. 2. TRIFAB- VG 450 CENTER, 1-3/4' X 4-1/2' (44.5 X 114.3) FRAMING IS DETAILED WITH THE DOORS FOR REFERENCE. OTHER KAWNEER FRAMING SERIES OR CURTAIN WALL SYSTEMS MAY BE USED. REFER TO THE CATALOG INDEX FOR THE APPROPRIATE DETAIL SECTION. 7 1 1 9 8 CAD DETAIL EA Al-1 4= PAIR OF DOUBLE ACTING DOORS 1 PAIR OF SINGLE ACTING DOORS D 4 DOUBLE ACTING DOORS 5 LITHO IN U.SA NOVEMBER 450-033 INSERT CAD DETAIL _ EA Al-5 6 9 8 10 4 5 8 3 3 DE A' 4 SINGLE ACTING DOORS 5 O KAWNEER COMPANY, INC., 2002 4 190/350/500 STANDARD ENTRANCES 'KalAl11m A11 AIm Carpet i CONSTRUCTION DETAILS SCALE 3" =1' 0" wir.9 I I 450-M GLASS STOPS 450.051 450.500 TRAY 10 8 W143 OVERHEAD CLOSER 450-012 III 9 450-022 X GLASS STOPS E450 502 10 DOUBLE ACTING DOORS CAD DETAIL EAA1-9 89.141 FLOOR CLOSER SINGLE ACTING DOORS CAD DETAIL EAAI.10 8 Cn 7i 69.139 OVERHEAD CLOSER I. 8 Y 89-139 OVERHEAD CLOSER 38-560 OPTIONAL 8 dr 69.143 OVERHEAD CLOSER 450-012 SAM-II 9 GLASS STOPS 450-079 41-M 10 8 4 8a139 OVERHEAD CLOSER CAD DETAIL EAA7.11 8 I* 89-139 OVERHEAD CLOSER LITHO IN U.S.A. NOVEMBER 0 KAV/NEER COMPANY, INC., 2002 lKE veneer 190/350/500 STANDARD ENTRANCES An Alcoa Company SCALE 3" =1' 0" V 8.") - STOCK ENTRANCE PACKAGES OVERALL FRAME O.A.F.) 1 DOOR OPENING t rn n am DOUBLE ACTING OVERALL FRAME A..1 DOOR OPENING DIMENSIONS ARE NOMINAL 114* SINGLE ACTING DOUBLE ACTING STOCK SIZES (TRIFABO 400 & TRIFAB' VG 450 CENTER FRAMES) WITHOUT TRANSOM Door Opening Dimension Overall Frame Dimension T-W x 7'-0' ( 914 x 2134) 3'-3 1/2' x 7'-1 314' (1003 x 2178) T-6" x T-0' (1067 x 2134) T-9 1/2' x T-1 3/4' (1156 x 2178) 6'-W x T-0' (1829 x 2134) 6'-31/2' x T-1 3/4' (1918 x 2178) WITH TRANSOM Door Opening Dimension Unchanged from above. Overall Frame Dimension Add T-1 3(4' (959) to above heights. STOCK SIZES (TRIFABO VG 451 CENTER FRAMES) WITHOUT TRANSOM Door Opening Dimension Overall Frame Dimension 3'-0' x 7'-0' ( 914 x 2134) 3'-4' x T-2' (1016 x 2185) T-6' x 7'-0' (1067 x 2134) T-10' x 7'-2' (1168 x 2185) 6'-0' x 7'-0' (1829 x 2134) 9-4" x T-2' (1930 x 2185) WITH TRANSOM Door Opening Dimension Overall Frame Dimension Unchanged from above. Add 3'-1 1/2' (953) to above heights. SINGLE ACTING Masonry Opening Dimension 3'-4' x T-2' (1016 x 2185) T-10' x 7'-2' (1168 x 2185) 6'-4' x T-2" (1930 x 2185) Masonry Opening Dimension Add T-1 314' (959) to above heights. Masonry Opening Dimension 3'-4 1/2' x T-2 1/4' (1029 x 2191) T-101/2" x T-2 1/4' (1181 x 2191) 6-41/2' x T-21/4' (19Q x 2191) Masonry Opening Dimension Add 3'-1 1/2" (953) to above heights. 5 Lm40 IN U.SA NOVEMBER 0 KAWNEER COMPANY, INC., 20M 190/350/500 STANDARD ENTRANCES lKawrim An Alcoa Company ENTRANCE OFFERINGS STANDARD OPTIONAL Doors Narrow stile 190 doors, prepared for attachment hardware. Medium stile 350 or wide stile 500. Door Sizes Stock sizes shown on page 5. Any size up to 4'-V x 8'-0' (1219 x 2438). Glass Stops Beveled glass stops for 1/4' (6.4) or 3/16' (4.0) infiil. Square glass stops for 3116' (4.0) or 1/4' (6.4) infill. Also 1' (25.4) stops. Door Frames Trif V, - 1-3W x 4' (44.5 x 101.6) for single glazing, Any Kawneer framing system suitable for door frames Thfab* VG 450 Center - 1-3/4' x 4-1/2' (44.5 x 114.3) may be selected, but manufactured per order. for single glazing or Trifab' VG 451 Center - 2' x 4-1/2' (50.8 x 114.3) for double glazing. Push -Pulls Single Acting: Architects Classic Hardware Single Acting: Architects Classic Hardware 'CO-12' CO-9 Pull and 'CP-II' Push Bar. and 'CP-II' push bar. Architects Classic Hardware Architects Classic Hardware 'CO-12" CO-9' Pull and 'CP' Push Bar. and 'CP' push bar. Architects Classic Hardware CO-9"/CO-9' Pulls. Architects Classic Hardware CO-12'/CO-12' Pulls. Double Acting: Architects Classic Hardware Double Acting: Architects Classic Hardware CP' Push Bars. CO-9"/CO-9' Pulls. Architects Classic Hardware CO-12'/CO-12" Pulls. Door Closers Single Acting: Norton 1605 BC surface closer with Single Acting. LCN 4040 surface closer with or without back -check and with or without adjustable hold -open. adjustable hold -open. Kawneer SAM-11 single acting manual LCN 2010, 2030 or 5010 concealed concealed overhead closer ("Husky(& It). overhead closers with or without hold -open. LCN Quest 1370 surface closer. Norton 8100 BF surface closer with a 50% spring power adjustment (for opening forces of less than 8 pounds). Closer is available with standard back -checks and with or without the hold -open feature. International SA-INT single acting concealed overhead closer. DOM SC 60 Surface closer. Double Acting: Kawneer (`Husky II") concealed overhead Double Acting: International overhead concealed closer. closer with 90 degree or 105 degree hold -open or without hold -open. Pivots / Butts Single Acting: Kawneer top and bottom offset pivots (or) Single Acting: Kawneer top and bottom 4-1/2' x 4' (114.3 Kawneer top and bottom 4 1/2' x 4' (114.3 x 101.6) ball x 101.6) ball bearing butt hinge with non - bearing butt hinge. removable pin (NRP). Double Acting: Kawneer bottom center pivots for use with Double Acting: Kawneer top center (walking beam) pivot concealed overhead closer. for use with floor closers. Intermediate Single Acting: Kawneer intermediate offset pivot Single Acting: Rixson M-19 or IVES #7215-INT Pivots/Butts (or) Kawneer 4-1/2' x 4' (114.3 x 101.6) ball bearing butt intermediate pivot (or) Kawneer 4-1/2' x 4' hinge. (114.3 x 101.6) ball bearing butt hinge with non- removable pin (NRP). Locks Adams -Rite MS 1850A deadlock with two 1-5/32' (29.4) Adams -Rite #4510latch lock Active Leaf diameter 5 pin cylinders. Adams -Rite #1850A-500 short throw deadlock Adams -Rite #1850A-505 hookboh lock Adams -Rite #4015 two -point Lock Adams -Rite #4085 three-point Lock Adams -Rite #4089 exit indicator Kawneer cylinder guard Kawneer thumbtum (in lieu of cylinder) LITHO IN U.S.A. NOVEMSER 0 KAWNEER COMPANY, INC..2002 RHVAC - Residential & Light Commercial HVAC Loads Program Elite Software Development, Inc. HVAC. Designs LAKE MARY CAR WASH 2422 Tampa; FL 33635 04-22-2003 ' Total Building Summary Loads i Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 1C Window - 1 Pane Metal Frame U=1.155 SHGC=.86 240 10,257 0 10,369 10,369 8C Glass Door - 1 Pane Metal Frame U=1.155 SHGC=.86 72 3,077 0 5,477 5,477 11 C Door - Metal Polystyrene Core U=.470 21 365 0 312 312 14B Wall - Stucco + 8" Block + R-5 + GWB U=.144 2,597 13,837 0 9,089 9,089 16D Ceiling - Grid + R-19 + 3 Ply B.U.R. U=.053 1,586 3,110 0 4,371 4,371 16E Ceiling - Grid + R-19 + Mtl Roof (mansard) U=.067 836 2,071 0 2,913 2,913 22A Floor - Slab on Grade No Edge Insulation U=.810 299 8,962 0 0 0 Subtotals for structure: 5,651 41,679 0 32,531 32,531 Active People: 20 0 4,600 6,000 10,600 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 7,600 7,600 Lighting: 3,650 0 0 12,446 12,446 Ductwork: 0 2,082 0 5,857 5,857 Infiltration: Winter CFM: 0.0, Summer CFM: 0.0 333 0 0 0 0 Ventilation: Winter CFM: 545.0, Summer CFM: 545.0 0 22,166 14,531 16,774 31,306 Sensible Gain Total: 81,209 Temperature Swing Multiplier: X1.00 Building Load Totals: 65,927 19,131 81,209 100,340 Check Figures Total Building Supply CFM: 4,200 Square feet of room area: 2,422 Building Loads CFM per square foot: 1.734 Square feet per ton: 250.524 Total heating required with outside air: 65,927 Btuh 65.927 MBH Total sensible gain: 81,209 Btuh 81 Total latent gain: 19,131 Btuh 19 Total cooling required with outside air: 100,340 Btuh 9.668 Tons (based on 70% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Tuesday, April 22, 2003 RHVAC - Residential 6 Light Commercial HVAC Loads Program HVAC Designs Tampa, FL 33635 10 04-22-2003 Elite Software Development, Inc. LAKE MARY CAR WASH 2422 Room Load Summary Reports System #1 Room Load Summary Htg Room Area Sens No Name SF Btuh Htg Nom CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Clg Zone Nom Adj CFM Fact Clg Adj CFM Air Sys CFM Zone 1--- 1 Lobby Entry 180 5,675 2 Lobby / Sales 1281 20,120 3 Play 77 786 640 2,271 89 2-10 7-10 1-8 559 574 574 8,790 31,567 2,889 460 2,300 920 610 1.25 2,190 1.00 200 1.00 500 1,436 131 610 2,190 200 Zone 1 Subtotal 1538 26,581 3,000 43,245 3,680 3,000 2,067 3,000 Ventilation4b5 18,913 14,312 12,398 System 1 Totals 1538 45,494 3,000 57,557 16,078 3,000 2,067 Main Trunk Size: 3,000 20 in. System #1 Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Recommended: 6.852 70%/30% 57,557 24,667 82,225 Tuesday, April 22, 2003 RHVAC - Residential & Light Commercial HVAC Loads Program Elite Software Development, Inc. HVAC Designs LAKE MARY CAR WASH 2422 Tampa, FL 33635 04-22-2003 Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM Zone 1--- 4 Corridor 222 4,912 343 1-10 561 5,403 0 306 1.00 246 306 5 Women R/r 24 587 41 1-4 356 549 0 31 1.00 25 31 6 Mens R/r 24 49 3 1-4 193 298 0 17 1.00 14 17 7 Closet 12 25 2 1-4 121 186 0 11 1.00 8 11 8 Storage 98 840 59 1-4 588 906 0 51 1.00 41 51 9 Office 2 112 961 67 1-7 515 2,432 230 138 1.00 111 138 10 Office 1 112 2,214 155 1-8 489 3,016 230 171 1.00 137 171 11 Lounge 210 5,335 373 2-8 587 7,241 460 410 1.00 329 410 12 Restroom 42 1,223 85 1-4 408 628 0 36 1.00 29 36 13 Closet 28 1,034 72 1-4 345 531 0 30 1.00 24 30 Zone 1 Subtotal 884 17,180 1,200 21,189 920 1,200 964 1,200 Ventilation SO 3,254 2,462 2,133 System 2 Totals 884 20,434 1,200 23,652 3,053 1,200 964 1,200 Main Trunk Size: 14 in. System #2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Recommended: 2.816 70%/30% 23,652 10,136 33,788 Tuesday, April 22, 2003 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 FORM 40OA-2001 Whole Building Performance Method for Commercial I Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Short Desc: LMCW Project: LAKE MARY CAR WASH Owner: PETE MANGOS Address: SANFORD LAKE MARY BLVD / 17&92 City: SANFORD State: FLORIDA PermitNo: Zip: 0 Storeys: 1 Type: Office (Business) GrossArea: 2422 Class: New Finished building Net Area: 2422 Max Tonnage: 8 (if different, write in) 7,!5 Compliance Summary Component Design Criteria Result Gross Energy Use 96.32 100.00 PASSES Other Envelope Requirements - A PASSES LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES PASSES PASSES PASSES PASSES PASSES Yes/No/NA IMPORTANT NOTE: An input report Print -Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Report. 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculjoon are calculation indicates compliance with the Florida Energy in compliance wi th FI rid Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in accordance with Section 553.908, F.S. PREPARED Y ZW-?6014% BUILDING OFFICIAL: DATE: 4- Z Z -O 3 DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER AGENT - DATE: If required by Florida law, I hereby certify (') that the system design is in compliance with the Florida Energy Code. REGISTRATION No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: MECHANICAL SYSTEM DESIGNER: PLUMBING SYSTEM DESIGNER: Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 Project: LMCW Title: LAKE MARY CAR WASH Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY) Whole Building Compliance Design Reference Total 96.32 100.00 ELECTRICITY 96.32 100.00 AREA LIGHTS 17.37 19.41 MISC EQUIPMT 2.36 2.36 PUMPS & MISC 0.09 0.09 SPACE COOL 29.04 30.69 VENT FANS 47.45 47.45 Credits & Penalties (if any): Modified Points: = 96.32 PASSES 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 3 Project: LMCW Title: LAKE MARY CAR WASH Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY) Other Envelope Requirements Item Zone Description Design Limit Meet Req. PrOZo1Rf1 PrOZol Exterior Roof- Max Uo Limit 0.04 0.09 Yes PrOZo1Rf2 PrOZol Exterior Roof - Max Uo Limit 0.05 0.09 Yes Pr0Zo2Rf1 PrOZo2 Exterior Roof - Max Uo Limit 0.04 0.09 Yes PrOZo2Rf2 PrOZo2 Exterior Roof - Max Uo Limit 0.05 0.09 Yes Meets Other Envelope Requirements Project: LMCW Title: LAKE MARY CAR WASH Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY) External Lighting Compliance Description Category Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) Ext Light 1 Entrance (w/ Canopy) High 10.00 60.0 600 500 traffic -retail, hotel, airport, theatre etc Design: 500 (W) PASSES Allowance: 600 (W) 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 Project: LMCW Title: LAKE MARY CAR WASH Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- ID sq.ft) Tasks CP CP ance Pr0Zo1Sp1 21 Lobby (General) - Reception and 180 l 2 2 PASSES Waiting PrOZo1Sp2 103 Retail Establishments 1,281 l 6 3 PASSES Merchandising & Circulation Area) Applicable to all lighting, including accen PrOZo1Sp3 21 Lobby (General) - Reception and 77 1 2 2 PASSES Waiting Pr0Zo2Sp1 2 Corridor 222 1 2 2 PASSES PrOZo2Sp2 13 Toilet and Washroom 24 1 2 2 PASSES PrOZo2Sp3 13 Toilet and Washroom 24 1 2 2 PASSES PrOZo2Sp4 44 Storage & Warehouse - Inactive 12 1 2 2 PASSES Storage PrOZo2Sp5 46 Storage & Warehouse - Fine Active 98 1 2 2 PASSES Storage PrOZo2Sp6 26 Offices (Partitions>4.5 ft below 112 1 2 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions PrOZo2Sp7 26 Offices (Partitions>4.5 ft below 112 1 2 2 PASSES ceiling) Enclosed offices, all open plan offices without partitions PrOZo2Sp8 10 Recreation/Lounge 210 1 2 2 PASSES PrOZo2Sp9 13 Toilet and Washroom 42 1 2 2 PASSES PrOZo2Spl0 44 Storage & Warehouse - Inactive 28 1 2 2 PASSES Storage PASSES 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 Project: LMCW Title: LAKE MARY CAR WASH Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY) System Report Compliance PrOSyl System 1 Constant Volume Packaged No. of Units System 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled 65000 to 135000 9.00 8.90 8.90 8.30 PASSES Btu/h Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.80 PASSES System -Supply Constant Volume PrOSy2 System 2 Constant Volume Air Cooled No. of Units Split System < 65000 Btu/hr 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Cooled < 65000 Btu/h 10.00 10.00 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.80 0.80 PASSES System -Supply Constant Volume PASSES Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 Project: LMCW Title: LAKE MARY CAR WASH Type: Office (Business) Location: SANFORD, SEMINOLE COUNTY, FL (691500) WEA File: Orlando.TMY) Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss liance Water Heater 1 Storage Water Heater - <=120 [gal] & <= 0.90 0.87 PASSES Electric 12 [kW] PASSES Project: LMCW Title: LAKE MARY CAR WASH Type: Office (Business) Location: SANFORD, SEMINOLE COUNT Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] .SF.F] Domestic and Service Hot Water 0.25 False 105.00 0.28 1.50 1.50 PASSES Systems PASSES 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 t: LMCW LAKE MARY CAR WASH Office (Business) ion: SANFORD, SEMINOLE COUNT Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T & B 410.1 Testing and Balancing will be performed Electrical 413.1 Metering criteria have been met Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O & M 102.1 Operation/maintenance manual will be provided to owner Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it Report 101 Input Report Print -Out from EnergyGauge FlaCom attached? 4/22/2003 EnergyGauge F1aCom FLCCSB v1.22 8 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 INPUT DATA REPORT Project Information Project Name: LMCW Project Title: LAKE MARY CAR WASH Address: LAKE MARY BLVD / 17&92 SANFORD State: FLORIDA Zip: 0 Owner: PETE MANGOS Orientation: North Building Type: Office (Business) Building Classification: New Finished building No.of Storeys: 1 GrossArea: 2422 Zones No Acronym Description Type Load Profile Area Multiplier Total Area lstl lsfl 1 PrOZol Zone 1 CONDITIONED Uses Building Load 1538.0 1 1538.0 Profile 2 PrOZo2 Zone 2 CONDITIONED Uses Building Load 884.0 1 884.0 Profile 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 1 Spaces No Acronym Description Type Depth Width Height Multi Total Area Total Volume IN IN [ft[ plier [sfl [cq In Zone: PrOZol 1 Pr0Zo 1 Sp 1 LOBBY ENTRY 2 Pr0Zo 1 Sp2 LOBBY / SALES 3 Pr0Zo 1 Sp3 PLAY In Zone: PrOZo2 1 PrOZo2Sp1 CORRIDOR 2 PrOZo2Sp2 WOMEN R/R 3 PrOZo2Sp3 MENS R/R 4 PrOZo2Sp4 CLOSET 5 PrOZo2Sp5 STORAGE 6 PrOZo2Sp6 OFFICE 2 7 PrOZo2Sp7 OFFICE 1 8 PrOZo2Sp8 LOUNGE 9 PrOZo2Sp9 RESTROOM 10 PrOZo2Sp10 CLOSET Lobby (General) - Reception 9.00 and Waiting Retail Establishments 20.00 Merchandising & Circulation Area) Applicable to all lighting, including accen Lobby (General) - Reception 7.00 and Waiting Corridor 6.00 Toilet and Washroom 6.00 Toilet and Washroom 4.00 Storage & Warehouse - 2.00 Inactive Storage Storage & Warehouse - Fine 7.00 Active Storage Offices (Partitions>4.5 ft 8.00 below ceiling) Enclosed offices, all open plan offices without partitions Offices (Partitions>4.5 ft 8.00 below ceiling) Enclosed offices, all open plan offices without partitions Recreation/Lounge 10.00 Toilet and Washroom 6.00 Storage & Warehouse - 7.00 Inactive Storage 20.00 10.00 1 64.05 10.00 1 11.00 10.00 1 180.0 1281.0 77.0 1800.0 12810.0 770.0 37.00 10.00 1 222.0 2220.0 4.00 10.00 1 24.0 240.0 6.00 10.00 1 24.0 240.0 6.00 10.00 1 12.0 120.0 14.00 10.00 1 98.0 980.0 14.00 10.00 1 112.0 1120.0 14.00 10.00 1 112.0 El 1120.0 21.00 10.00 1 210.0 2100.0 11 7.00 10.00 1 42.0 420.0 4.00 10.00 1 28.0 280.0 11 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 2 Lighting No Type Power Control Type No.of WI Ctrl pts In Zone: PrOZol In Space: Pr0Zo1Sp1 1 Recessed Fluorescent - No vent 160.00 Manual On/Off 2 In Space: Pr0Zo1Sp2 1 Recessed Fluorescent - No vent 3150.00 Manual On/Off 6 In Space: Pr0Zo1Sp3 1 Recessed Fluorescent - No vent 70.00 Manual On/Off 2 In Zone: PrOZo2 In Space: Pr0Zo2Sp1 1 Recessed Fluorescent - No vent 140.00 Manual On/Off 2 El In Space: PrOZo2Sp2 I Recessed Fluorescent - No vent 20.00 Manual On/Off 2 El In Space: PrOZo2Sp3 1 Recessed Fluorescent - No vent 20.00 Manual On/Off 2 In Space: PrOZo2Sp4 I Recessed Fluorescent - No vent 5.00 Manual On/Off 2 In Space: PrOZo2Sp5 1 Recessed Fluorescent - No vent 90.00 Manual On/Off 2 In Space: PrOZo2Sp6 1 Recessed Fluorescent - No vent 160.00 Manual On/Off 2 In Space: PrOZo2Sp7 I Recessed Fluorescent - No vent 160.00 Manual On/Off 2 In Space: Pr0Zo2Sp8 1 Recessed Fluorescent - No vent 140.00 Manual On/Off 2 In Space: PrOZo2Sp9 I Recessed Fluorescent - No vent 30.00 Manual On/Off 2 In Space: Pr0Zo2Sp10 1 Recessed Fluorescent - No vent 5.00 Manual On/Off 2 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 3 Walls No Description Type Width H (Effec) Multi Area DirectionConductance Heat Dens. R-Value IN ft] plier sf] Btu/hr. sf. F] Capacity lb/cf] h.sf.FBtu] Btu/sf.F] In Zone: PrOZol 1 N EXT Stucco + Block + 60.00 10.00 1 600.0 North 0.2067 5.7314 34.65 4.84 75 Insulation + GWB 2 S EXT Stucco + Block + 56.00 10.00 1 560.0 South 0.2067 5.7314 34.65 4.84 75 Insulation + GWB 3 W EXT Stucco + Block + 20.00 10.00 1 200.0 West 0.2067 5.7314 34.65 4.84 75 Insulation + GWB In Zone: PrOZo2 1 N EXT Stucco + Block + 66.00 10.00 1 660.0 North 0.2067 5.7314 34.65 4.84 75 Insulation + GWB 2 S EXT Stucco + Block + 66.00 10.00 1 660.0 South 0.2067 5.7314 34.65 4.84 75 Insulation + GWB 3 W EXT Stucco + Block + 10.00 10.00 1 100.0 West 0.2067 5.7314 34.65 4.84 75 Insulation + GWB 4 E EXT Stucco + Block + 31.00 10.00 1 310.0 East 0.2067 5.7314 34.65 4.84 75 Insulation + GWB Windows No Description Type Shaded UCen SC Vis.Tr W H (Effec) Multi Total Area Btu/hr sf F] IN ft] plier sf] 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 In Zone: PrOZol In Wall: PrOZo1Wa1 1 N GLASS SINGLE CLEAR Yes 1.0018 0.95 0.88 6.00 4.00 6 144.0 In Wall: Pr0Zo1Wa2 I S GLASS SINGLE CLEAR Yes 1.0018 0.95 0.88 6.00 4.00 3 72.0 2 GLASS DOOR SINGLE CLEAR Yes 1.0018 0.95 0.88 3.00 8.00 1 24.0 In Wall: Pr0Zo1Wa3 1 GLASS DOORS SINGLE CLEAR Yes 1.0018 0.95 0.88 3.00 8.00 1 24.0 In Zone: PrOZo2 In Wall: PrOZo2Wa2 1 GLASS DOOR SINGLE CLEAR Yes 1.0018 0.95 0.88 3.00 8.00 1 24.0 In Wall: PrOZo2Wa4 I GLASS DOOR SINGLE CLEAR Yes 1.0018 0.95 0.88 3.00 8.00 1 24.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value IN ftj plier sfj Btu/hr. sf. F1 [lb/cfj [Btu/sf. F1 h.sf.FBtu1 In Zone: PrOZo2 In Wall: PrOZo2Wa4 1 EXIT DOOR Polystyrene core Yes 3.00 7.00 1 21.0 0.4982 0.00 0.00 2.01 18 ga steel) Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ft] IN plier sfj deg] Btu/hr. Sf. F1 Btu/sf. F1 [Ib/cfj h.sf.FBtuj In Zone: PrOZol 1 ROOF IA Grid + 6" Insulation + 65.15 20.00 1 1303.0 0.00 0.0463 1.58 10.11 21.60 3 Ply BUR 2 ROOF I Grid + 6" Insulation + 11.75 20.00 1 235.0 0.00 0.0470 1.05 10.98 21.26 Mtl Mansard In Zone: PrOZo2 I ROOF 2A Grid + 6" Insulation + 14.15 20.00 1 283.0 0.00 0.0463 1.58 10.11 21.60 3 Ply BUR 2 ROOF 2B Grid + 6" Insulation + 30.05 20.00 1 601.0 0.00 0.0470 1.05 10.98 21.26 Mtl Mansard 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 Skylights No Description Type UCen Shading Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] Coeff IN IN Sf[ [Sf[ In Zone: In Roof: Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value ft] [ft] plier sf] [Btu/hr. sf. F] [Btu/sf. F] [lb/cf] h.sf.FBtu] In Zone: PrOZol 1 FLOOR 1 Slab on Grade 76.90 20.00 1 1538.0 0.3003 2.66 40.00 3.33 In Zone: PrOZo2 1 FLOOR 2 Slab on Grade 44.20 20.00 1 884.0 0.3003 2.66 40.00 3.33 Systems PrOSyl System 1 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System (Air Cooled 65000 to 135000 Btu/h Cooling Capacity) 2 Air Handling System -Supply (Air Handler (Supply) - Constant Volume) 92000.00 9.00 8.90 3000.00 0.80 4/22/2003 EnergyGauge FlaCom FLCCSB v1.22 Permit # : ' (! Job Address: 3 %6 7 ..in Description of Work: Historic District: Zoning: f CITY OF SANFORD. PERMIT APPLICATION Date: 71K•0.21 i R can. Value of Work: S Permit Type: Building_JL/Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Polt. — Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel q: Owners Name & Address: Attach Proof of Ownership & Legal Description) Phone: Contractor Name & Address: 1/ State License Number: bPhone & Fax: ';' y(it7e 5 y 9 Contact Person: 4UG Al Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR 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 1 2ill notify the owner of the property of the requirement Lien aw, S 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date ;I • . . Print Owner/Agent's Name Pri e > tipyyo h Signature of Notary -State of Florida Date Signature of Notary -State of Florida ate Q g C7 R;II, x 2 opsr Owner/Agent is _Personally Known to Me or Co n,[jj ctor/Agent is Personally Known to Me or = o w Produced ID kC_ roduced ID?„e( :7%1 %1?A!16 R APPLICATION APPROVED BY: Bldg: Zoning: V t) /x t54ttltSs: FD: Initial & ate) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: stpuct COMMERCIAL CONSTRUCTION SERVICES Contractor Affidavit City of Sanford Please accept this form as written notice to determine eligibility to obtain permits for Interstruct, Inc. Business Name (Corporation): Business Address: Name of Qualifier: Business Phone: Type of Contractor: State Certification Number: Social Security Number: Name of Qualifier: Business Phone: Type of Contractor: State Certification Number: Social Security Number: Interstruct, Inc. 100 East Pine Street Suite 301 Orlando, FL 32801 Ryan K. Young 407.849.0025 Certified General Contractor CGC062748 140,62.6015 Richard M. Monroe 407.849.0025 Certified General Contractor CGC062877 140.76.3545 Please find below names of authorized personnel eligible to obtain permits: NAME SOCIAL SECURITY NUMBER Ryan K. Young 140.62.6015 Richard M. Monroe 140.76.3545 Scott S. Visnicky 041,72.5574 Jennifer L. Rehak 239,57.2509 Dale H. Miller 271.72.2413 Steve A. Tokar 186,54.6512 above 10drroatiO is Signature oflLicense The foregoing instrument was acknowle$ is personally known to me / who produced take oath. STATE OF FLORIDA COUNTY OF ORANGE Notary Publi before me this 15th day of July, 2003 by Ryan K. Young, who as identification and who did not F i p JENNIFER L. REMAK AR o My Comm Exp. 5X04 No. CC 934666 I reranaly Kwwn I I Other I.D. SEAL 100 East Pine Street Suite 301 Orlando, FL 32801 • P.407.849.0025 F.407.849.0024 www.interstructinc.com CITY OF SANFORD PERMIT APPLICATION r.' ,ii4.1143i. L Z-1 • v3 Permit #: 03-2572 Date: 8/27/03 Job Address: 3767 South Orlando,Drive, Sanford Description of Work: REVISION to underground ( added hydrant) Historic District: Zoning: Value of Work: S 3r850.00 Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential _ Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential 'Commercial Mechanical Plumbing Addition/Alteration Replacement New Fire Sprinklers Pool Change of Service Temporary Pole Duet Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial X Industrial Total Square Footage: Construction Type: # of Stories: 1 # of Dwelling Units: 1 Flood Zone: (FEMA form required for other than X) Parcel #: 11- 2 0- 3 0- 3 0 0- 0 3 0 0- 0 0 0 0 (Attach Proof of Ownership & Legal Description) Owners Name&Address: Tropical Corners Car Wash & Lube Express 3767 -Orlando.Drive, Sanford Phone: Contractor Name&Address: Southbrn Fire, 3801 E. State Road 46, Sanford Robert H. Caldwell State License Number:74072300011990 Phone & Fax: 4 0 7- 3 2 8- 8 9 31 Contact Person: Tiffany Kirk Phone: 4 0 7- 3 2 3- 4 2 0 0 Bonding Company: N/A Address: Mortgage Lender: N/A Address: Architect/Engineer: NZA Phone: Address: Fax: 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYrNG TWICE FOR 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, FS 713. 011 Signature of Owner/Agent Date Signature of CoG ctor Agen— t Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY Special Conditions: 03Zoning: Initial & Date) a, Robert H. Caldwell,Jr. Print Contractor/Agent's Name c."W Signature of Notary -State of Florida Date CbflFt9ft6M, YME MMMUNKnown to Me or NOPyoAltWiQ ., My comm. exp. Jury 11, 2005 l C0mrr6,Mpu0D 037233 FD — /k_ Initial & Date) (initial & Date) 1 (Inrtral &Date) 9lII u,a OFEM= C)F MMASUFJM CEP oT TAR'I CJFDRANCE SEE, F,L MMA STATE PM KAR.0 FrAT C ]wTg+TC ATI OF Cob'UtT3mcy 11. MT Fli i71 7i1 31303 EAST ST14TT = 46 SAMOMM, FL 3=77]- 898 N=S ORGAI ATIOIN: SOVTBRN FIRE PROTECTION OF OX ANDO1"r TO WIELL70GE1sI1E0L7T FABRICATE NSTALL. INSPECTGj A M•' IO`10v,Ear*g SINLXCLLTiNGPRE-ENGD m= SYSTEMS. OR SE>I 4CT ALL T Z 1 OFF18E CFFI SCIENCZ AM MaLL IDl I2DO2 107 115 IS=ujnD1< Lsuz=)a= Type Clem C=ty 74OM30DO] 199D n Txr c¢ Cimmminioner szre Idxrsw 1MBODDZ tipplicdion # 30 D6 30 2OD4 7m= 5E lfihl 3LE CCL9 OCCUPA.TIDNAL UCENSE Sept. 3aj1 ,- STFM OF FLMDA - RAY VALDES, TAX COLLECTOR ACCOunt 14• SOUTHEkN. •FIT.'F PROTECT IOC! OF ORL INC Be,01 SP 46 S{KFU'.I?, FL 3 'TM— LEOaAkv. M HOLLIS (F'F:E:S? SODTHERN FIFE PRDTECTION OF ORL -"'NC SR .46 E IID, FL 32`771— I„II,,,I, d.JCENSE TO ENGAGE IN BUSINESS, PROFESSION OR OCCUPATION SPECIFIED BELOWALARMINSTAL•LA72UNS (; 3) State Lit.g'= 44-0'-3000:-!c?jD/i90 2JLH JU20?UFG6 3C1 SEiVEtiVaLE COL fqTY OCCIJP TI0ILDL LICENSE :..5.r.•... J ,V,_ STATEOFFWFIIDARAY VALDES, TAX, COLLECTOR ACCOUTit i- CICITHEF: i FIRE ::UFPRESE"1014 Pc I 1 c, P A - IINAF' I, hI j' 7HEraj FT, SUP='i?rS iC,i! :Io" C LICENSE TO E14GAGE Ilq BUSINESS, PROFESSION OR OCCUPATIOIV SPECIFI=D BELOW FIREEPUIf'I EiJT UEHLER ! j j FIRE F' RO-rECT I ON I3Y C0MF='U-ra R DES I ON HYDRA-TaC,, I NC_ R T E III W I N D H A M NH O 3 0 B- PLANS REVIEWED CITY OF SANFORD CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO-INC. NAME CARWASH FACILITY LOCATION 3767 SOUTH ORLANDO DRIVE SANFORD, FLORIDA SYSTEM NO. CONTRACT NO. 2303e, if#}#•1EjF###•Y•il••1F##iFiF######•ic####F##h#*•k#•••)!-##•'r.•#######•3F##•1F#iE#••#####iE•Yc####*•1F•1(••1FiF HYDRATEC. INC. RTE III WINDHAM NH 03087 603-434-0502 HYDRAULIC DESIGN INFORMATION SHEET NAME CARWASH FACILITY DATE 5-12-03 LOCATION 37E7 SOUTH ORLANDO DRIVE SANFORD5 FLORIDA BUILDING SYSTEM NO. CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. CONTRACT NO. 53030 CALCULATED BY LM DRAWING NO. 1 OF CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT EXPS OCCUPANCY CAR SERVICE AREA S !(X)NFPA 13 ( ) LT. HAZ. ORD. HAZ. GP. ( ) 1 (X) 2 ( ) 3 ( ) EX. HAZ. Y !( )NFPA 231 ( )NFPA 231C FIGURE CURVE S !( )OTHER T ! t )SPECIFIC RULING MADE BY N. F.P. A. #t 13 (1999 ) DATE E M !AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE DENSITY- GPM (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PIER SPRINKLER 1E0 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 0 MAKE RASCD MODEL G S !HOSE ALLOWANCE GPM -OUTSIDE 250 SIZE 112" K.-FACTOR 5.E2 I !RACK, SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 200 G ! N ! CALCULATION ! GPM REQUIRED 393.88 PSI REQUIRED 40.37 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 150 W WATER FLOW TEST ! PUMP DATA TANK OR RESERVOIR A DATE OF TEST JUNE 2002 ! RATED CAP 0 CAP. 0 T TIME OF TEST AM ! AT PSI 0 ELEV. 0 E STATIC (PSI) 64 ! ELEV 0 R RESIDUAL (PSI) 54 ' WELL FLOW (GPM) 1130 ! PROOF FLOW GPM 0 S ELEVATION 2.5 ! U P P LOCATION :HYDRANTS ON CITY WATER MAIN L SOURCE OF INFORMATION :SANFORD WATER UTILITIES Y COMMODITY CLASS LOCATION C STORAGE HT. AREA AISLE WIDTH 0 STORAGE METHOD:SOLID PILED % PALLETIZED % RACK M M SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON-ENCAP. S A ! ( )MULTIPLE ROW ( )OPEN SHELVING T C 0 K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING R LONGITUDINAL TRANSVERSE A G HORIZONTAL BARRIERS PROVIDED: E UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) F=' I RE E='RaTLCT I E7N--0 Y C0Ml='U_rE:R DES I 13N HYDRATEC. INC.;** JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 1 DESIGN AREA••••r:t•-*••••t••••-••••••• HYDRLC. QA DIA. EQUIV. PIPE PT PT REF. FLOW C" FITTING FTGS. PE PV}* NOTES*}* POINT QT LOSS/F LENGTHS TOT. PF PN 24.02 C=120 10.00 18.27 Q=K*SQR (P) : P= 18.27 1 1.080 0.00 0.00 K= 5.620 V = 8.41 24.02 0.1584 10.00 1.58 25.05 C=120 10.00 19.86 K= 5.620 P= 19.86 2 1.408 0.00 0.00 VELOCITY = 10.11 49.07 0.1632 10.00 1.63 26.05 C=120 10.00 21.49 K= 5.620 P= 21.49 3 1.639 0.00 0.00 VELOCITY = 11.42 75.12 0.1713 10.00 1.71 27. 07 C=120 8.50 23.20 K= 5.620 P= 23.20 4 1.639' 0.00 0.00 VELOCITY = 15.53 102.19 0.3027 8.50 2.57 28. 53 C=120 2.50 25.78 K= 5.620 P= 25.788 5 2.104 IT10.0 10.00 0.00 VELOCITY = 12.06 130.72 0.1414 12.50 1.77 130.72 27.54 CS 1 20 24.00 C=120 10.00 18.24 Q=K*SQR(P): P= 18.24 6 1.080 0.00 0.00 K= 5.620 V 8.4 24.00 0.1582 10.00 1.58 25.02 C=120 10.00 19.82 K= 5.620 P= 19.82 7 1.408 0.00 0.00 VELOCITY = 10.1 49.02 0.1630 10.00 1.63 26.03 C=120 10.00 21.45 K= 5.620 P= 21.45 8 1.639 0.00 0.00 VELOCITY = 11.41 75.05 0. 1710 10.00 1.71 27.05 C=120 10.00 23.16 K= 5.620 P= 23.16 9 1.639 0.00 0.00 VELOCITY = 15.52 102.10 0.3022 10.00 3.02 8.76 C=120 1.00 26.19 K= 5.620 P= 26.19 10 2.104 1T10.0 10.00 0.00 VELOCITY = 12.07 130.86 0.1417 11.00 1.56 130.86 27.74 CS 2 21 24.27 C=120 10.00 18.65 Q=K*SQR(P) : P= 18.65 11 1.080 0.00 0.00 K= 5.620 V 8.5 24.27 0.1615 10.00 1.62 HYDRATEC, INC: JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 2 ti•••*••#•*•r.-*DE5IGN ARER*•••••*•••••••x•*••••••r r•**•••• HYDRLC. QA C" EQUIV. PIPE PT PT REF. FLOW DIA. FITTING FIGS. PE PV* NOTES *+* POINT QT LOSS/F LENGTHS TOT. PF PN 25.30 C=120 10.00 20.26 K= 5.620 P= 20.26 12 1.408 0.00 0.00 VELOCITY = 10.21 49.57 0.1663 10.00 1.66 26.32 C=120 10.00 21.93 K= 5.620 P= 21.93 13 1.639 0.00 0.00 VELOCITY = 11.54 75.89 0.1745 10.00 1.75 27.34 C=120 10.00 23.67 K= 5.620 P= 23.67 14 1.639 0.00 0.00 VELOCITY = 15.69 103.23 0.3084 10.00 3.08 29.07 C=120 1.00 26.76 K= 5.620 P= 26.76 15 2.104 010.0 10.00 0.00 VELOCITY = 12.2 132.30 0.1446 11.00 1.59 132.30 28.35 CS 3 22 130. 72 C=120 12.00 27.54 QA= 130. 72PT= 27.54 20 3.260 0.00 0.00 VELOCITY = 5.02 130.72 0.0167 12.00 0.20 130.86 C=120 10.00 27.74 QA= 130.86PT= 27.74 21 3.260 0.00 0.00 VELOCITY = 10.05 261.58 0.0605 10.00 0.61 132.30 C=120 1E 7.0 3.00 28.35 QA= 132.30PT= 28.35 22 3.260 7.00 6.28 VELOCITY = 15.13 393.88 0.1290 10.00 1.29 PE= FOR HT. OF 14.5 0. 00 C =120 1E 7.0 17.50 35.92 QA= 0. OOPT= 35.92 TASR 3.260 17.00 0.00 VELOCITY = 15.13 393.88 0.1290 10.00F. 34.50 4.45 393.88 40.37 CS 4 BASR HYDRATEC, INC.*a*x JOB— TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 3 x••••••••••FLOW SCHEMATIC•••••••••••••••r:••••••-•••• 1312). 72 75.12 24. 02- 20>))>>>>>5>>))>>})>4>>>>>>>>>3>}>})>)>>E>>>>)>}>)1 102.19 49.07 130.72 130.86 75.05 24.00 21)>))>>}}10}))}}}>)9>))))>)}}8>>))>)))>7)))>}}>?>6 102.10 49.02 261.58 132.30 75.89 24.27 103. 23 49.57 393.88 h TASR 393.88 TEST HASR HYDRATEC. INC. JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-•12-03 PAGE 4 WATER ANALYSIS••••••-*•••t••••#t••••r:••• FOR - TUNNEL CF1RWASH FAC I L I TY DENSITY X AREA 0.800 X 1500.00 = 300.00 OVERAGE = 93.88 GPM = 93.88 RACKS = 0.00 INSIDE .,HOSES = 0.00 OUTSIDE HOSES = 250.00 FLOW RED' D FOR SYSTEM = 393.88 FLOW AT BASE OF RISER = 393.88 MIN FLOW AT BASE OF RISER = 393.88 TOTAL FLOW = 643.88 STATIC PRESSURE = 64.00 RESIDUAL PRESSURE = 54.00 RESIDUAL FLOW = 1130.00 FLOW FROM CITY SUPPLY AT 20PSI = 2517 GPM PRESSURE FROM CURVE @ TOTAL FLOW = 60.46 ELEVATION = 2.50 FOOT = 1.08 NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW VELOCITY ADDITIONAL VALVE LOSS, ETC. = 5.00 SAFETY MARGIN = 0.00 PRESSURE AVAILABLE FOR SYSTEM = 56.55 0 HYDRATEC, INC. **************************** JOB- TUNNEL CARWASH FACILITY_ JOB NO DATE 0-12-03 PAGE 5 WATER SUPPLY SCHEMATIC***************************** STATIC DRES. ! 64.000 PSI S U p , p , L Y C , U R , E ! DRES. AVAILABLE ! 60.467 PSI ! SAFETY MARGIN ! 11.177 PSI v ! SYSTEM DEMAND--) *--------------* * (-- FLOW AVAILABLE ! 393.88 GPM I 250 GPM HOSE '' 1392.13 GPM ! i E ! TOTAL DEMAND ! ! V ! 49.290 PSI AT! ! R ! 643.88 GPM ! ! U---------------- i C RESIDUAL DRES.->* 54.000 PSI AT ! I D 1130.00 GPM ! N i A i I M 2517.04 GPM * ! I E AT 20.000 PSI ! D 6.280 PSI (ELEVATION) FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 393.88 GPM OUTSIDE HOSE 250.00 GPM TOTAL DEMAND 643.88 GPM l FIRE PIROTEGTIoN sy CoMpUTER DESIGN w -X- -w 4e. q*- 46. 4*- 46- 4*- 4*- 4e. 461 -*- -w i*- -w -w -w -*- -)(- -K- -K- H Y O R A-rE C, I NC . RTa III WINDHAM NH 0:30B7 X- 4E- AW -Oe 4e- 4E- 4& -w -X- -x- -.I*- -w -*- -X- -X- -*- -w — 41- 4& w 4*- C01TRACTOR SOUTHERN FIB PROTECTION OF ORL ANDO INC + NAME CAR ASH FACILITY # LOCATION 3767 SOUTH ORLANDO DRIVE SAS OR , FLORIDA + SYSTEM NO. CONTRACT NO. 2303 HYDRATEC. INC. RTE III WINDHAM NH 03087 603-434-050 HYDRAULIC DESIGN INFORMATION: SHEET NAME CARWASH FACILITY - -DATE 5-12-03 LOCATION 3767 SOUTH ORLANDO DRIVE SANFORD. FLORIDA BUILDING SYSTEM NO. CONTRACTOR SOUTHERN FIRE PROTECTION OF ORLANDO INC. CONTRACT NO. 23030 CALCULATED BY LM DRAWING NO. 1 OF ; CONSTRUCTION:( )COMBUSTIBLE (X)NON-COMBUSTIBLE CEILING HEIGHT EXPS OCCUPANCY CAR SERVICE AREA S !(X)NFPA 13 ( ) LT. HAZ. ORD. HAZ. GP. ( ) 1 (X) 2 ( ) 3 ( ) EX. HAZ. Y !( )NFPA 231 ( )NFPA FIGURE CURVE S !t )OTHER T !t )SPECIFIC RULING MADE BY N.F.P.A.#13 (1999) DATE E M 'AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE DENSITY- GPM .2 (X)WET( )DRY( )DELUGE( )PREACTION D !AREA PER SPRINKLER 120 SPRINKLER OR NOZZLE E !HOSE ALLOWANCE GPM -INSIDE 0 MAKE RASCO MODEL G S !HOSE ALLOWANCE GPM -OUTSIDE 250 SIZE 112" K-FACTOR 5.62 I !RACK SPRINKLER ALLOWANCE 0 TEMPERATURE RATING 200 G ! N ! CALCULATION ! GPM REQUIRED 393.88 PSI REQUIRED 40.37 AT BASE OF RISER SUMMARY ! C FACTOR USED: OVERHEAD 120 UNDERGROUND 150 W !WATER FLOW TEST ! PUMP DATA ! TANK OR RESERVOIR A !DATE OF TEST JUNE 2002 ! RATED CAP 0 ' CAP. 0 T !TIME OF TEST AM ! AT PSI 0 ! ELEV. 0 E !STATIC (PSI) 64 ! ELEV 0 ! R !RESIDUAL (PSI) 54 ' ' WELL FLOW (GPM) 1130 PROOF FLOW GPM 0 S !ELEVATION 2.5 ' U !_____________________________ P ! P !LOCATION :HYDRANTS ON CITY WATER MAIN L !SOURCE OF INFORMATION :SANFORD WATER UTILITIES Y ! COMMODITY CLASS LOCATION C !STORAGE HT. AREA AISLE WIDTH 0 !STORAGE METHOD:SOLID PILED % PALLETIZED % RACK % M M ! ! ( )SINGLE ROW ( )CONVEN. PALLET ( )AUTO. STORAGE ( )ENCAP. R ! ( )DOUBLE ROW ( )SLAVE PALLET ( )SOLID SHELVING ( )NON-ENCAP. S ! A ! ( )MULTIPLE ROW ( )OPEN SHELVING T__________________---------------_____-------------------------------- 0 ! K ! FLUE SPACING: CLEARANCE:STORAGE TO CEILING - R ! ! LONGITUDINAL TRANSVERSE A G ! ! HORIZONTAL BARRIERS PROVIDED: E UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) F= YL RE C0Mf=,U_FE:R IDEE310N HYDRATEC. INC.***#** JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 1 HYDRLC. GA DIA. EQUIV. PIPE PT PT REF. FLOW C" FITTING FTGS. PE FIV}* NOTES POINT QT LOSSiF LENGTHS TOT. PF PN 24.02 C=120 10.00 18.27 Q=K*SQR (P) : P= 18.27 1 1.080 0.00 0.00 K= 5.620 V 8.41 24.02 0.1584 10.00 1.58 25.05 C=120 10.00 19.86 K= 5.620 P= 19.86 2 1.408 0.00 0.00 VELOCITY = 10.1i 49.07 0.1632 10.00 1.63 26.05 C=120 10.00 21.49 K= 5.620 P= 21.49 3 1.639 0.00 0.00 VELOCITY = 11.42 75.12 0.1713 10.00 1.71 27.07 C=120 8.50 23.20 K= 5.620 P= 23.20 4 1.639 0.00 0.00 VELOCITY = 15.53 102.19 0.3027 8.50 2.57 28. 53 C=120 2.50 25.78 K= 5.620 P= 25.78 5 2.104 1T10.0 10.00 0.00 VELOCITY = 12.06 130.72 ' 0. 1414 12.50 1.77 130.72 27.54 CS 1 20 24.00 C=120 10.00 18.24 Q=K*SQR (P): P= 18.24 6 1.080 0.00 0.00 K= 5.620 V 8.4 24.00 0. 1582 10.00 1.58 25.02 C=120 10.00 19.82 K= 5.620 P= 19.82 7 1.408 0.00 0.00 VELOCITY = 10.1 49.02 0.1630 10.00 1.63 26.03 C=120 10.00 21.45 K= 5.620 P= 21.45 8 1.639 0.00 0.00 VELOCITY = 11.41 75.05 0.1710 10.00 1.71 27.05 C=120 10.00 23.16 K= 5.620 P= 23.16 9 1.639 0.00 0.00 VELOCITY = 15.52 102.10 0.3022 10.00 3.02 28. 76 C=120 1.00 26.19 K= 5.620 P= 26.19 10 2.104 1T10.0 10.00 0.00 VELOCITY = 12.07 130.86 0.1417 11.00 1.56 130.86 27.74 CS 2 21 24. 27 C=120 10.00 18.65 Q=I;*SQR (P): P= 18.65 1 i 1. 080 0.00 0.00 K= 5.620 V 8.5 24.27 0.1615 10.00 1.62 x** HYDRATEC, NC.a:#*# JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 RAGE 2 x•DESIGN ARER•#••••-••••••••••••;•• HYDRLC. GA C" EQUIV. RIPE PT PT REF. FLOW DIA. FITTING FTGS. PE PV** NOTES +** POINT QT LOSS/F LENGTHS TOT. PF PN 25.30 C=120 10.00 20.26 K= 5.620 P= 20.26 12 1.408 0.00 0.00 VELOCITY = 10.21 49.57 0.1663 10.00 1.66 26.32 C=120 10.00 21.93 K= 5.620 P= 21.93 13 1.639 0.00 0.00 VELOCITY = 11.54 15.89 0.,1745 10.00 1.75 27.34 C=120 10.00 23.67 K= 5.620 P= 23.67 14 1.639 0.00 0.00 VELOCITY = 15.69 103.23 0.3084. 10.00 3.08 29.07 C=120 1.00 26.76 K= 5.620 P= 26.76 15 2.104 1T10. 0 10.00 0.00 VELOCITY = 12.2 132.30 0.1446 11.00 1.59 132.30 28.35 CS 3 22 130. 72 C=120 12.00 27.54 QA= 130. 72PT= 27.54 20 3.260 0.00 0.00 VELOCITY = 5.02 130.72 0.0167 12.00 0.20 130.86 C=120 10.00 27.74 QA= 130.86PT= 27.74 21 3.260 0.00 0.00 VELOCITY = 10.05 261.58 0.0605 10.00 0.61 132.30 0=120 l E 7.0 3.00 28.35 QA= 132. 30PT= 28.35 22 3.260 7.00 6.28 VELOCITY = 15.13 393.88 0.1290 10.00 1.29 PE= FOR HT. OF 14.5 0.00 C=120 1E 7.0 17.50 35.92 QA= 0.00PT= 35.92 TASK. 3.260 17.00 0.00 VELOCITY = 15.13 393.88 0.1290 10.00F. 34.50 4.45 393.88 40.37 CS 4 BASR HYDRATEC, INC.;***x JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 PAGE 3 130. 72 75.12 24.02 20))>)>>>)5>))>>)>>>4>>3)>>3>>3>>>>>>)>>2))>>>>>>31 102.19 49.07 130.72 130.86 75.05 24.00 102.10 49.02 261.58 132.30 75.89 24.27 22>)>)>)3315)>)>>))>14)>>)>>>313>i)}>33>12>>>3>)))11 103. 23 49.57 393.88 TASR 393.88 TEST BASR ar****** HYDRATEC. INC.********* JOB— TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 RAGE 4 FOR — TUNNEL CARWASH FACILITY DENSITY X AREA 0.200 X 1500.00 = 300.00 OVERAGE = 93.88 GPM = 93.88 RACKS = 0.00 INSIDE HOSES = 0.00 OUTSIDE HOSES = 250.00 FLOW REDID FOR SYSTEM = 393.88 FLOW AT BASE OF RISER = 393.88 MIN FLOW AT BASE OF RISER = 393.88 TOTAL FLOW = 643.88 STATIC PRESSURE = 64.00 RESIDUAL PRESSURE = 54.00 RESIDUAL FLOW = 1130.00 FLOW FROM CITY SUPPLY AT 20PSI = 2517 GPM PRESSURE FROM CURVE @ TOTAL FLOW = 60.4E ELEVATION = 2.50 FOOT = 1.08 NO. DIA "C" LENGTH FACTOR + FLOW PF FLOW ADDITIONAL VALVE LOSS, ETC. = 5.00 SAFETY MARGIN = 0.00 PRESSURE AVAILABLE FOR SYSTEM = 56.55 VELOCITY 0 HYDRATEC, INC.************************** JOB- TUNNEL CARWASH FACILITY JOB NO DATE 5-12-03 RAGE 5 WATER SUPPLY SCHEMATIC***************************** STATIC PRES. ! 64.000 PSI U ! P , P i L ! Y ! C ! U R ! V , E ! PRES. AVAILABLE ! 60.467 PSI ! SAFETY MARGIN '` ! 11. 177 PSI v ! SYSTEM DEMAND-0 *--------------* * (-- FLOW AVAILABLE ! 393.88 GPM / 250 GPM HOSE '' 1392.13 GPM ! E ! TOTAL DEMAND '. ! V '. 49.290 PSI AT! ! R ! 643.88 GPM ! ! i U ---------------- C RESIDUAL PRES.Q * ! I 54.000 PSI AT ! D 1130.00 GPM ! i N A M 2517.04 GPM * ! E AT 20.000 PSI ! D ! 6.280 PSI (ELEVATION) ! FLOW (GPM) FLOW SUMMARY SYSTEM FLOW 393.88 GPM OUTSIDE HOSE 250.00 GPM TOTAL DEMAND 643.88 GPM CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE' W BUSINESS NAME / PROJECT: / ADDRESS: PERMIT #: 0 3 -2S 7')- S' . o r PHONE NO.: CONST. INSP. [ ] / O INSP.:[ 1 F. A. [ ] F.S. HOOD [ ] TENT PERMIT ] ANK PERMIT [ TOTAL FEES: $ J V - c)(2) COMM Address / Bide. # / Unit # 2. 3. 4. 5. 6. 7. 8. 9. 10. 12, 13. 14. 15. 16. 17. 18. 19, 20. FAX NO.: REINSPECTION [ ] PLANS REVIEW [ 1 PAINT BOOTH,[BOOTH,6 BURN PERM [ J OTHERP PER UNIT SEE BELOW) Square Footage Fees per Bldg. / Unit Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that 1 will comply with all applicable codes and ordinances of th ity of Sanford, Florida. J. Sanford Fire Pr ention Division Ap I c is na ure CITY OF SANFORD PERMIT APPLICATION Permit # . r Date: Job Address: , ( O s.. tv -D0. moo, e• r1 Description of Work: •. .- v a,_v S.S Historic District: Zoning: Value of Work: S 2<XDQ e>z Permit Type: Building Electrical Mechanical Plumbing Z Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures 9,_ # of Water & Sewer Lines# of Gas Lines 4b PlumbingtNew Residential: # of Water Closets Plumbing Repair - Residential or Commercial r >k Occupancy Type: Residential Commercial lndustrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other, than X) Parcel p: (Attach Proof of Ownership & Legal Description) Owners Name & Address: c7,r L Phone: Contractor Name & Address: S `.. i,. 1.,t `k „,J I., t_ State License Number: CEI,s-I Phone & Fax: ',,-1 LtFa, 'y34 Contact Person: mac.... i ,t yr Phone: Bonding Company: Lender: Add 0:' Ard Phone: Fax: Ap ton i ,ypps hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issance 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 WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. In addition to the requirements of this permit, there may be additional restrictions applicable to F, and there may be additional permits required from other governmental entities such s wa of permit is verification that 1 will notify the owner of the property of the of Owner/Agent Date Prii t Owner/Agent's Name Signature of Notary -State of Florida Dale Owner/Agent ikp Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: of that may be found in the public records of cts, state agencies, or federal agencies. r, F 3. o "y o3 Date FQPAVE Date MY COMMISSION f DD 164280 EXPIRES: berl2,2006 a*° Btm0 11 Tn otary servker Contractor/Agent is Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-3300-5677 / DATE:APERMIT #: g. ^ -S a, BUSINESS NAME / PROJECT: ADDRESS: PHONE NO.OI CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ J PLANS REVIEW F. A. [ 1 F.S. [ ] HOOD [ ] T BOOTH [ J BURN PE 1T—LL TENT PERMIT ] TANK PERMIT [ ] OTHE re% TOTAL FEES: S (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Satiare Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14, 15, 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330- 5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Preven'TWDivision Applicant's Signature THIS INSTRUMENT PREPARED % INGLE COIDM NAME Y \arn %.y—n an Permit No. ADDR. 3 0 P' 1 M State of Florida County of Semmo e E OF COMMENCEMENT CLERK% S 0 i?W5iE'(A706 6._-._-.J5. i"IL -3S410RECU ED 11/28/2006 021P7159 RM Tax IMMIN FEES 10.00 REMROED 0 t holden The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and street address if available) rk- 2- General_description of irprovement: ,n : i ( C'. c +e=Ff•W T D. caner information Va. Name and address SvN:lcy`5 S •clr L[.(f 36ai R,t (ac"-L G-U-si5 G` 3371v b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address Idtj 63 PEe66er. r )C Dr. b. Phone number 37-1 PG-q5g3o Fax number 3 2 t. 5. Surety a. Name and address 6. b. Phone number _ c. Amount of bond Lender a. Name and address Fax number b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provr y echon-71-3:13(1)(a)7.; Florida Statutes: a. Name and address b. Phone number 8. In addition to himself or herself, Owner designates Fax number of to receive a copy of the Lienor's Notice as provided in Section 713. 13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different r? date is specified) Signature of Owner Sworn to (or affirmed) and subscribed before me this day of c JO M V , 20 U"_ , by e, c Qi a r-.Pe_l [a Personally. w P 'bl roduced Identification Type of x $cation Produced FC Oc.C,CDI y CERTIFIED COPY . 519( y tX,(( MARYANNE MORSE a4SE F RC 1T COURT TRACI E HOLDEN N 1oA Si afore o o ii% Staff of orida ;DEPUTY CLERK Mini c ERK Cosipn•1 ~xpires: ' rN k ok A.1 [NOV 2 8 2005 1 will notify the Qwe ' U p— of Date o 13 o5 Date CITY OF SANFORD PERNIIT APPLICAT ON RECEIVED Permit #: o' S o\\f S DLe: I',*'I t Z l ry o r r 12 2005 . Job Address: .3 7 (0 7 3 2 7 "7-? 17_ Lr A/.w_.. m err FifL S1F>1A LC t "r6T /tr. Description of Work: I/z+ E.xrsTrr t. Historic District: Zoning: of Work: g SyOv Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas lines Plumbing/ New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) I - zo - o- 3w- 0310 -0000 Parcel #: 0/ z& 30 - 340 - 63w - 0000 (Attach Proof of Ownership & Legal Description) Owners Name &Address: I 0-yP'C-tot_ Ce G4e OA.sa .{ LOBS S X..c 370 U-kA'W 'D ,SA FPXD FL 3Z773 Phone: 407--3241- 7/y6 Contractor Name & Address: L T LZJ/.aElcs INc t53 REGf=INS s.[ 1-01AA-wT« FC. 3Z9o; State License Number: G C 1.5 0 8111' Phone & Far 3Z I - -7 -7 3 - C SZ Z I - '7 7 Z - Lf"$ Contact Person: fZa j ^ E + Phone: T^s"A Bonding Company. Address: Mortgage Leader: Address. Architect/ Engineer: f,/ t+ Address: Phone: SGI - Qj`lS 044y' Fax: SGl- 8G3— 8/75- Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 m this county; and there rt %%additional permits required from other governmental Of dill c ^ Signs ner/ Agent's Nan gUb S' re of Notary-Statc able to s p Fry that may be found in the public records of water a ment districts, state agencies, or federal agencies. Lien law, FS 713. Jildo( c . Factor/ Agent's p- 1 of Notary -State of FI n Date I? A ent is Personal) Known to Me or Contra r/Agent is _Personally Known to Mc or Produced 1D N V 5a S 00'70a 110 used ID FUJ L n 1 •7m 3 7 S Zoning: Utilities: I 1 1:1$,I y •' APPLICATION APPROVED BY: Bldg: g' (Initial'& Date);-+++„( .. y, iti ate) (Initial &Date)A, 141 Special Conditions: v 75 7Z This instrument prepared by: First American Thk lasumme Company 225 Waymoot Court Suite I I I Lake Mary, FL 32746 After recording return to: Parcel1;'os. 11-20-30-300-0310-0000; 11-20-30-300-0300-0000 t, SPEC7AL WARRAN M DE again IN1151001f111010DW11111N IWRYfiItE MGRI>Er CLETM OF CIRr.UIT MURT SEMII LE C01lfTY SK 04846 pG 0771 CLERK'S 0 20@3093764RECORDED96/93/2963 12a44a62 DM DEED NC TAX 2,249.19 RECMDINS FEES 24-80 RECORDED 9T 6 Hariord O TIQg DJDl , made this :pvj day of May, 2oD3, by and between FALCON GROUP LTD a Florida gRtrhtership, Grantor, and TROPICAL CORNERS CAR WASH & LUBE CRESS, INC., a Fl J-d lion, whose address is 3767 Orlando Drive, Sanford, Florida 32772, Grantee. WITNFSSETH, Grantor, for and in cunsideration of the sum of Ten and 00/100 Dollars, and oter valuabLions to it in hand paid by the said Grantee, the receipt whcreuf is hereby acknowledged, haed, sold and conveyed to the said Grantce, its sumcssors and assigns fort per, all of thdescribed land lying and being in Seminole County, Florida, more particularly described as follows: ODP See Exhibit A attached h6icto and incorporated herein by this reference. TO HAVE AND TO IIOLD thel thereof, unto the said Grantee, its suttee set forth on Eabibit B attached hereto and And the said Grantor does hereby wariil the lawful claims of all third parties claiming by. to those manors set forth on Exhibit B attached b e5w 2ied tract or parcel of land, witb the appurtenances M in fee simple forever, subject In those matters herein by this reference', said land, and will defend the same against tder Grantor, but against none other, subject uvoralion herein. FILE HN1tA 2003693764 OR BOOK 04646 PPM 0772 IN WITNESS WHEREOF, the said Grantor has executed this deed under seal on the date aforesaid. Signed, se*a d delivered in the pmscnce of I I. 0 Printed Name Q r Signed, sealed . d delin the prescace of Marsh6" I Jul Printed Name C'. MS1, rvz SCA Printed Name wsa r FALCON GROUP LTD., a Florida g=cral partnership By: CMG Investors Limited Partnership, an Illinois limited partnership, a general partner By: Chicago Management Group, Inc., an Illinois corporation, its general partner Br — QL)] Peter . Bark, its President By: Meadowland Property, Inc., a Delaware corporation, a general partner By: UN- 1 &mJ Peter J.' Baract its Secretary S-1 W. Wacker Drive, Suite 0, Chicago, FL 60606 FILE NUM 2003093764 OR BOOK 04648 PAGE 0773 STATE, OF ILLINOIS COUNTY OF COOK The foregoing imtrunmt was acknowledged before me thiso1nUlsy of May, 2003, by Peter J. Barackc, the President of Chicago Management Group, Inc., an Illinois corporation, general Partner" CMG Investors Limited Partnership, a general partner of FALCON GROUP LTD., on behalf of the corporation and the partnerships. He is personally !mown to me or produced _ as Notary Public Name: A L • My Commission Expires: AIRY L. KpENIG NOTARY PUBLIC, STATE ( IUIN0IS W COMMISSION EPPIRBS 7.10.2W4 STATE OF II.LWOIS COUNTY OF COOK 10" The foregoing ' t acknowledged bcfure me thi of May, 2003, by Peter J. 13arack, the Secretary of M Property, Inc., a ]knew are corporation, a general pmvter of FALCON GROUP LTD., un be o ft corporation and the partnership. He is personally known to me or produce 'or cation. Publi Adssion Expires: OFFICIAL SEaI ANY '.. NOTARY MMA '9;, ziic,i E t)F ILUNOIS WCOMMUM WIRES T•1a10H no uasa 2 S-2 FILE NUM 2003093764 OR BOOK 04848 PAGE 6774 EXIT A LEGAL DESCRIPTION OF THE LAND A PORTION SECTION 11, TOWNSHIP 20 SOUTH, RANGE 30 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FCWJDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: AS A VW ERENCE COMMENCE AT THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE O)t U. WAY 17 AND U.S. HIGHWAY 92, ALSO ANOWN AS STATE ROAD 15 AND STATE ROAD 60D, UTMERLY LINE OF THE 5011T11EA5T 1/4 OF SECTION 11, TOWNSHIP 20 SOUTH, RANGE NOLE COUNTY, FLORIDA; THENCE NORTH 24 DEGREES, 58 MINUTES, 3D SECONDS NG THE EASTERLY RIGHT-OF-WAY LINE OF SAID U.S. HIGHWAY 17 AND US. HIGHWAY ; THENCE CONTINUE NORTH 24 DEGREES 58 MINUTES, 30 SECONDS FAST ALONG THE Y RIGHT OF -WAY LINE OF SAID U.S. HIGHWAY 17 AND U.S. HIGHWAY 92, SAID UNE BEING 90.00 FE Y OF THE CENTERLINE OF SAID US. HIGHWAY 17 AND U.S HIGHWAY 92, 157.03 FEET INT OF CURVATURE OF A CURVE CONCAVE TO THE LEFT HAVING A RADIUS OF 58159. ENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE PASSING THROUGH A CE OF 00 DEGREES, 25 MINUTES, 12 SECONDS, AN ARC LENGTH OF 42.96 FEET; TO THE POINT OF BEgqNING OF THE FOLLOWING DESCRIBED LANDS: THENCE SOUTH 89 DEG MINUTES, 08 SECONDS WEST, 16.51 FEET TO A POINT ON A CURVE CONCAVE TO THE LEFT HA IUS OF 5644.65 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE PASSIN GH A CENTRAL ANGLE OF 01 DEGREES, 13 MINUTES, 34 SECONDS AN ARC LENGTH SUBTENDED BY A CHORD BEARING AND DISTANCE OF NORTH 24 DEGREES, 00 MIN EODNDS EAST, 125.07 FEET; THENCE NORTH 89 DEGREES, 44 MINUTES, 53 SECONDS EAST, .22 F TO A POINT ON THE EAST LINE OF THE SOUTHWEST 114 OF THE SOUTHEAST 1/4 OF SECTI WNSHIP 20 SOUTH, RANGE 30 FAST, THENCE SOUTH 00 DEGREES, 46 MINUTES 59 SECOND ALONG EAST LINE OF SAID SOUTHWEST 1/4, 296.32 FEET; THENCE SOUTH 89 DEGREES, 55 MIN SECONDS WEST,123.51 FEET; THENCE NORTH 00 DEGREES, 46 MINUTES, 34 SECONDS 26 FEET; THENCE SOUTH 89 DEGREES, SS MINUTES, 08 SECONDS WEST, 199.49 FEET TO TH F BEGINNING. D tNo 140402 A-1 FILE NUM 2003093764 OR BOOK 04848 PAGE 0775 PERMITTED EXCEPTTOONS Covenants, easements (including, without limitation, (i) Easement Agreements between Falcon Uroup Ltd. and I Real Estate Investment Corporation, recorded in Book 2262, Page 993, and Book 2262, Page 1005, lively, and (ii) Tinal Judgment (Right f--Way) recorded in Minute Book 7, Page 530) and record; rnaticrs of plat, existing caning and government regulations; oil, gas and mineral ghts ord if there is no right of rntry; and taxes not yet due and payable. 9 d09 v v O I I iaesw z B-1 SANFORD FIRE DEPARTMENT a _ J FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-2520 / FAX (407) 302-2526 Pager (407) 918-0395 Plans Review Sheet Date: May 6, 2003 Business Address: 3767 Orlando Drive Occ. Ch. # 40 Industrial Occupancy CAR WASHP ! I Business Name: Car Wash & Wize Ph. (321) 662-2953 Contractor: M.B. Hayes Ph. (813) 969-2007 FAX (813) 969-2606 Reviewed ] ] Reviewed with comment ^e* Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner' Comment: New 8,500 sq.,ft. Industrial occupancy CAR WASH. Architect/Engineer: Rick Hoepner P.E. Ph. (407) 898-4752 Fax. (407) 898-4752 The Sanford Fire Department has reviewed the blue prints for the proposed "Car Wash". Unfortunately the blue prints do not meet the City #9- Fire prevention code, and Life Safety Code 1012002 Edition. Application- Rejected for the following reasons No Life Safety Plan depicting travel distance to all EIXTS.r-- No plane showing size and location of fire extinguishers ---- &S— J Fire Sprinkler system inside industrial area (oil lube area) will exempted the (4) four hour. door and window rating: I l March 8, 2004 City of Sanford Dan Florian, Building Official P.O. Box 1788 Sanford, FL 32772-1788 RE: Pre -power Inspection Request for 3767 Orlando Avenue To Whom It May Concern: This letter is written to request a pre -power inspection for the address referenced above. Please be advised that such building will not be occupied until the Certificate of Occupancy has been released. Sincere Alan Van C Ownf,- t OF F[p :EivNIFER C. REHAK9 PUBUC a' MY Comm Exp. 5/S/04 No. CC 934666 i . rrrson-Illy Knaa I 1 ONkr I.D. CRY OF SANFORD PFPXrr APPUCATiON Permit # .% ` ` 7 rL O f Date: - Job Addrets: 11 Descripeion of Work; 54 ,/. 5 TU OrIL Historic District: N ` Zoning: %Value of WorkN A 50t Permit Type: Building Electrical Mechanical X Plumbing Fine Sprink)cr/Alarm pool Electrical: Now Service — N of AMPS AdditioNAlletation Change of Service Temporary Pole Mechanical; Residential Nan•Residential iC Replacement Now X (Duct Layout '& Energy 040, Required) Piumbinr/ New Commercial: p of lrtxtttres S of Warcr tit •Sciver Unet N of Gas Lines Plumbing/New Ruldentisl: X of Water Qoscia ' Plumbing Rapalr —,Residential or Commercial Occupancy Type: Reoidcntiat Convncmkl Industrial Total Square Footage: Cons"etion Type: 0 of Stories: N of DwelUng Units: Flood Zone: (rLKA form required for other thus x) Parcel 0: `— wners Nueso di Add 37 &-7 6a. l Contractor Name tit Address: c r, Attach Proof of Ownership & Lepl Descrlpdon) Plnonet _ l-. L t F Z 10 1-0 I'I Lear,( a 5 V n * ll S State License Number: CAC-0 58 —13 I Phosc & Fax: Contact Person: Phorm sending Company: Address' Mortgage [,ender: Address: Archltect/Emgimeer: Phone: Address: Fps Application is hereby made to obtain a permit to do the welt and installations as indicated. 1 certify-tbat no work or installation has commenced prior to theissuanceofapermitamdteasallwortwillbeperfomledtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I vadetstu d that a separatePermitmustbesecuredfarELECTRICALWORDPLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HRATBRS, TANKS, andAIRCONDITIONERS, cm. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurato and dal all work will be done in compliance with all applicable laws rCpIatittRconstructionandtoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYMORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICR: In addition to the mquiremeots of Ibis permit, dtare msy be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there mey.bc additional permits roquiced from other govcmmcaal entities such as water management disoietr, stars agencies, or federal appei'm Acceptance of permit is verification Owl will notify the owner of the proPerty of the requirements of Florida Licn Law, FS 717. Signature of Owner/Agent Date Signature of Contrsetor/Agent Date l/Jt l cxnn onner Print Owner/AgenPs Name Pri tractor/Agent's e , o es a -oL Signature orNotaryStateofFloride Date Sign P D ate MY COMMISSION t DD 164260 r_ EXPIRES: November 12, 2006 OwnedA ent is _ Personal) Known b Me or ' FOc P. S "alb The B g y Ontractor/A ent is Person nownW14e e Produced ID Produced ID APPLlCAT10N APPROVED BY: Bldg: Loring: Utililics: FD: Initial E Date) (loitial & Date) (initial tit Dow) (Initial & Date) Special Conditions, l •d WOdi Hd5V : l VOir—VO—Z Smiley's Sanford, LLC 38oi PGA Blvd., Suite 107 Palm Beach Gardens, FL 33410 January 17, 2006 City of Sanford Building Department To whom it may concern: 011 co 45 0 159*- We have contracted with Royal Electric to upgrade our electrical service at our existing carwash located at 3767 South Orlando Drive in Sanford, Fl. In order to test new equipment prior to the issuance of the final electric, we need the power restored. We understand and accept full responsibility and hold the City of Sanford harmless from and actions that result from the restoration of the power. 1 Sincerely, Mark Ciarfel a Managing Member 11 ii