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Home My WebLink About3767 Orlando Dr 16-2438; EXTERIOR REMODELAUG 31 20i6 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - Documented Construction Value: $ 75 . 0 q Q Job Address: 3767 S. Orlando Drive, Sanford FL 32772 Historic District: Yes No Parcel ID: 11-20-30-300-0300-0000 Residential Commercial Q Type of Work: New Addition Alteration g Repair Demo Change of Use Move Description of Work: Exterior modifications for existing oil change. Take 5 #1091 Plan Review Contact Person: Candi L. Gray Title: Phone: 850-837-7444 Fax: 850-608-6258 Email: emeraldcoastpermitting@cox.net Property Owner Information DNameTake5OilChange, L.L.C. Phone:ID Street: 3450 Severn Avenue Resident of property? Uwe - City, State Zipf Yta.i.r-ie, L-A70 Contractor Information J'` e Name TBD Phone: Street: Fax: `4 Ciy; State Zip:- - • State License No.: Arch itectlEng ineer Information Name: Oliveri Architects Phone: 727-781-7525 Street: 32707 US Highway 19 Fax: 727-781-6623 City, St, Zip: Palm Harbor,FL 34684 E-mail: info@oliveriarchitects.com Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edit"on (2014) Florida Building Code Revised: June 30, 2015 Permit Application P. S NOT -ICE: 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract_ exceed_ the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregidiing infor1%r ation is accurate and that all work ill be3"e in compliance with all applicable laws regulating construction and zoning. l Sig wne gen ^ Date I Signature of Contractor/Agent 1 Date Print Owner/A ent's Name ( v0 PrinttCContractor/AContractor/Agent's Name YYY g g Si nature o otary-State of Florida V Date APRIL DONNESE WAY commission # FF 925380 Expires November 24, 2019 Bonded TMu Troy Fain Insurance 800-385.7019 y is t/ Personally Known to Me or ID Type of ID 53-/ 1 a ure of Notary -State of Florida e laii or Florida 6 'F0623 I; °; ir.. 16, 2018' for/Agent is; _. Persona ly-Known to Produced fD -"' Tune of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ® Electrical Mechanical Plumbing Gas[] Roof Construction Type: V Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: - - UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 0 Residential Commercial Q Type of Work: New Addition Alteration X Repair Demo Change of Use Move Description of Work: Exterior modifications for existing oil change. Take 5 #1091 Plan Review Contact Person: Candi L. Gray Phone:850-837-7444 Fax:850-608-6258 Name Take 5 Oil Change, L.L.C. Street: 3450 Severn Avenue City, State Zip: Matairie, LA 7001 Name TBD AUG 20% T4-7z_ CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - Documented Construction Value: $ 7 .00 1 1 a cam/ Job Address: 3767 S. Orlando Drive, Sanford FL 32772 Historic District• Ves N Parcel ID: 11-20-30-300-0300-0000 Title: Email: emeraldcoastpermitting@cox.net Property Owner Information Phone: Resident of property? : Contractor Information Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Oliveri Architects Phone: 727-781-7525 Street: 32707 US Highway 19 Fax: 727-781-6623 City, St, Zip: Palm Harbor,FL 34684 Bonding Company: Address: E-mail: info@oliveriarchitects.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR .IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 V) j: `L." T I Permit Application ( lJ( PP on `' / 5 'i 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will berme in compliance with all applicable laws regulating construction and zoning. Date I Signature of Contractor/Agent Date Print Owner/A§ennt's Name S1 nature o otary-State of Florida Date APRIL DONNESE WAY Commission # FF 925380 p, Expires November 24, 2019 I" Bwded TNu Troy Fah inmrmec 8"5•7019 edis t/ Personally Known to Me or ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: V Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads O`""` APPROVALS: ZONING: -I TILITIES: ENGINEERING: COMMENTS: iS l FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Blanton, Deborah From: Forte, Jami <JForte@seminolecountyfl.gov> Sent: Thursday, April 27, 2017 3:24 PM To: Blanton, Deborah; Bland, Annette; Johnson, JoAnn Subject: City BP 16-2438 at 3767 S Orlando Ave for name change to Take 5 & remodel Good afternoon, This is to advise that there will not be any Seminole County road impact fees for city BP # 16-2438 at 3767 S Orlando Ave for name change to Take 5 Quick Lube interior/exterior remodel, and with no change to building(s) footprint or use(s). Please let me know if you have any questions. Please note: Impact Fee applications require 5 to 7 business days to process, once a complete application is submitted. In order to avoid having your project delayed, please submit applications as early as possible in the development process. Best Regards, Jami Forte / Program Coordinator / Impact Fees & Concurrency Seminole County P&D / Business office l Building Div. 1101 East First Street / Sanford, FL 32771 / 407-665-7356 / iforte@seminolecountyfl.gov Customer Service Survey: www.seminolecountyfl.gov/devcustomersurvey We are paperless! Please submit electronically... ePlan Applicant User Guide Florida has a very broad Public Records Law. Virtually all written communications to or from State and Local Officials and employees are public records available to the public and media upon request. Seminole County policy does not differentiate between personal and business emails. E-mail sent on the County system will be considered public and will only be withheld from disclosure if deemed confidential pursuant to State Law.**** AUG a 'I NIG CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t L—a'4 Documented Construction Value: $ 75,000.00 Job Address: 3767 S. Orlando Drive, Sanford FL 32772 Parcel ID: 11-20-30-300-0300-0000 Historic District: Yes No 0 Residential Commercial Q Type of Work: New Addition Alteration 0 Repair Demo Change of Use Move Description of Work: Exterior modifications for existing oil change. Take 5 #1091 Plan Review Contact Person: Candi L. Gray Phone:850-837-7444 Fax:850-608-6258 Name Take 5 Oil Change, L.L.C. Street: 3450 Severn Avenue City, State Zip: Matairie, LA 7001 Name TBD Street: City, State Zip: Name: Oliveri Architects Street: 32707 US Highway 19 Title: Email: emeraldcoastpermitting@cox.net Property Owner Information Phone: Resident of property? : Contractor Information Phone: Fax: State License No.: Architect/Engineer Information City, St, Zip: Palm Harbor,FL 34684 Bonding Company: Address: Phone: 727-781-7525 Fax: 727-781-6623 E-mail: info@oliveriarchitects.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR .IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be 51"e in compliance with all applicable laws regulating construction and zoning. Date Signature of Contractor/Agent Date Print Owner/A§een t's Name S1 nature o otary-State of Florida Date Y;, APRIL DONNESE WAY Commission # FF 925380 Expires November24, 2019 Bcndod TMu troy Fain Insurance 800385-7019 Ow A e is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: V Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • ! 12- a4 39 Documented Construction Value: $ 75,000.00 Job Address: 3767 S. Orlando Drive, Sanford FL 32772 Parcel ID: 11-20-30-300-0300-0000 Historic District: Yes No 0 Residential Commercial Q Type of Work: New Addition Alteration X Repair Demo Change of Use Move Description of Work: Exterior modifications for existing oil change. Take 5 #1091 Plan Review Contact Person: Candi L. Gray Phone: 850-837-7444 Fax: 850-608-6258 Title: Email: emeraldcoastpermitting@cox.net Property Owner Information Name Take 5 Oil Change, L.L.C. Phone: Street: 3450 Severn Avenue Resident of ro ePP rt3'? City, State Zip: Matairie, LA 7001 Contractor Information Name TBD Phone: Street: Fax: City, State Zip: Name: Oliveri Architects Street: 32707 US Highway 19 State License No.: Architect/Engineer Information City, St, Zip: Palm Harbor,FL 34684 Bonding Company: Address: Phone: 727-781-7525 Fax: 727-781-6623 E-mail: info@oliveriarchitects.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be3lon`e in compliance with all applicable laws regulating construction and zoning. Date Signature of Contractor/Agent Date Print Owner/Agent's Name 1 S1 nature o otary-State of Florida Date APRIL DONNESE WAY Commission # FF 925380 Expires November 24, 2019 Qi ; ,.•` Bondad Thou troy Fain in:urenca 800a5-7019 Ow A e is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q Electrical Mechanical Plumbing[] Gas Roof Construction Type: U Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No C? Ir WASTE WATER: kQ BUILDING: Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • tom - Documented Construction Value: $ 75,000.00 Job Address: 3767 S. Orlando Drive, Sanford FL 32772 Historic District: Yes Noll Parcel ID: 11-20-30-300-0300-0000 Residential Commercial 0 Type of Work: New Addition Alteration k Repair Demo Change of Use Move Description of Work: Exterior modifications for existing oil change. Take 5 #1091 Plan Review Contact Person.. Candi L. Gray Phone:850-837-7444 Fax:850-608-6258 Name Take 5 Oil Change, L.L.C. Street. 3450 Severn Avenue City, State Zip: Matairie, LA 7001 Name TBD Street: City, State Zip: Title: -- Email: emeraldcoastpermitting@cox.net Property Owner Information Phone: Resident of property? Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: Oliveri Architects Phone: 727-781-7525 Street: 32707 US Highway 19 City, St, Zip: Palm Harbor,FL 34684 Bonding Company: Address: Fax: 727-781-6623 E-mail: info@oliveriarchitects.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. l r FBC 1053 Shall be inscribed with the date of application and the code ineffect as ae:45-Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 0 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will berme in compliance with all applicable laws regulating construction and zoning. Sig wne gent / Date Signature of Contractor/Agent Date Print Owner/Agent's Name V Print Contractor/Agent's Name Sijature o otary-State of Florida Date y;, APRIL DONNESE WAY Commission # FF 925380 Expires November 24, 2019e,: Bonded rNu Troy Fain in;urence M aSd019 Ow A e is Personally Known to Me or Produced ID Type of ID Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 0 Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: V Occupancy Use: Flood Zone: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: ASTE WATER: FIRE: BUILDING: 3/ -14g Revised: June 30, 2015 Permit Application ATE: USINESS/PROJECT NAME: ADDRESS: ONTACT NAME: _ ction CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407-688-5052 FAX: 407-688-5051 PERMIT #: PHON_ PLAN REVIEW INFORMATION O Fire Alarm Fire Sprinkler Hood Tank Paint Booth c f OTAL FEES: ` SCPA Parcel View: 11-20-30-300-0300-0000 Page 1 of 2 Property Record Card CFAOWN Parcel: 11-20-30-300-0300-0000 Owner: VRAJ LLC aew+o e oo+rrv, r txao Property Address: 3767 S ORLANDO DR SANFORD, FL 32772 Parcel Information i i Value Summary Parcel 11-20-30-300-0300-0000 Owner VRAJ LLC Property Address 3767 S ORLANDO DR SANFORD, FL 32772 Mailing 4654 RIVER GEM AVE WINDERMERE, FL 34786 Subdivision Name Tax District S4-SANFORD- 17-92 REDVDST DOR Use Code 2605-CARWASH/QUICKLUBE Exemptions Legal Description --- SEC 11 TWP 20S RGE 30E BEG 659.86 FT N OF SE COR OF SW 1/4 OF SE 1/4 RUN N 115.84 FT W 290.75 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG LESS RD) Taxes 2016 Working 2015 Certified Values Values Valuation Method CosUMarket CosUMarket Number Buildingsof 2 2 Depreciated Bldg Value 366,821 372,215 Depreciated EXFT Value 17,348 17,968 Land Value (Market) 248,626 248,626 Land Value Ag Just/Market Value " - 632,795 638,809 Portability Adj SaveOur Homes Adj 0 0 - Amendment 1 Adj 0 4 0 0 0P&G Adj— Assessed Value T$632,795 1 $638,809 Tax Amount without SOH: $13,000.66 2015 Tax Bill Amount $13,000.66 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund j $632,795 0_ $632,795 Schools 632,795 0 1 $632,795 City Sanford -- i _- $632,795 j 0 ! $632,795 SJWM(Saint Johns Water Management) I $632,795 i 0! $632,795 County Bonds --- - -- a---- 632,795 0 [—__.$632,795 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2010 07422 1248 i 700,000 Yes Improved w- QUIT CLAIM DEED 1/25/2010 07330 I 1832 100 : No Improved QUIT CLAIM DEED l 3/1/2009 07157 1988 --- 100 ` No Improved QUIT CLAIM DEED 3/1/2009 07157 1991 i 100 No Improved QUIT CLAIM DEED 1/1/2009 07114 07022 10745 100 No Improved WARRANTY DEED 6/1/2008 0929 850,000 i No Improved WARRANTY DEED j 110/1/2005 05986 j 0864 1,510,000 I No Improved SPECIAL WARRANTY DEED t5/1/2003 04848 0771— 320,000 i No — Vacant m WARRANTY DEED 3/1/1987 01829 0332 f _ Ye 160,000 Yes i Improved SPECIAL WARRANTY DEED 3/1/1987 i 01851 1684 1 00No I Improved Page 1 of 2 (13 items) [11 2 No Comparable Sates http:// parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=11203030003000000 5/16/2016 r F,Detail by Entity Name Page 1 of 2 Detail by Entity Name Foreiqn Limited Liability Company TAKE 5 OIL CHANGE, L.L.C. Filing Information Document Number FEI/EIN Number Date Filed State Status M16000000412 72-1128185 01 /15/2016 LA ACTIVE Principal Address 2450 SEVERN AVE SUITE 308 METAIRIE, LA 70001 Mailing Address 2450 SEVERN AVE SUITE 308 METAIRIE, LA 70001 Registered Agent Name & Address CORPORATION SERVICE COMPANY 1201 HAYS STREET TALLAHASSEE, FL 32301-2525 Authorized Person(s) Detail Name & Address Title MGR TAKE 5 OIL CHANGE INC 550 S DIXIE HWY #300 CORAL GABLES, FL 33146 Annual Reports No Annual Reports Filed Document Images No images are available for this filing. http://search. sunbiz. org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 6/ 18/2016 LETTER OF AUTHORIZATION Re: Take 5 Oil Change #1091 3767 S. Orlando Dr. Sanford, FL 32772 To Whom It May Concern: As property owner of the proposed improvements, please accept this letter as our authorization for agents and contractors, to apply for and obtain building permits, variances, and for representation at public hearings for such permits. The permits are for exterior modifications for the Take 5 Oil Change #1091, located 3767 S. Orlando Dr., Sanford FL 32772. All work will meet or exceed Florida Building Code Requirements. Emerald Coast Permitting, Inc. Southport Construction Corporation 141 Mack Bayou Loop, Suite 303 1782 Calumet Street Santa Rosa Beach, FL 32459 Clearwater, FL 33765 Since Signature of O nwear's Authorized Agent Printed Name and Title: a,[EI 2 LA2)CR Property Owner Name: Fowler Properties, Inc. Property Owner address: 4686 Sunbeam Road, Suite 202, Jacksonville, FL 32257 The Property Control #: 11-20-30-300-0300-0000 STATE OF t 10,- Ju COUNTY OF D1IJa The foregoing instrument was acknowledged before me this ID—day of U u 2016, by w,Witr as i-- (type of authority, e.g. officer, trustee, attorney in fact) for Fowler Properties, Inc. Personally Known OR Produced Identification Type of Identification Produced 0°'\ NOTARY SEAL Notary Signature Name (Print) W11Ii N) k-vk o;P" y "e,, WILLIAM KYLE POULTER Notary Public - State of Florida My Comm. Expires Aug 31, 2017 FOFF Commission # FF 047981 CW HA4YES CONSTRUCTION COMPANY Limited Tower o fAttgMg I hereby appoint A(\ tUAAA Of- of C.W. Ha es Construct' n Co to be my lawful attorney in fact to act for me and apply to for permits necessary for work to be performed at 2Z& 67 S & 7 S. Qf a' yo D r- and to sign rffy name and do all things necessary to this appointment Signed: C. Wayne H s esident CW Hayes Construction Company CGCO34855 State of Florida County of Seminole Signed by C. W e Ha es on /, 20 , who is personally known to me. Signed: Roxanna S. Dehnert — Notary Witness: Georgia GCCO002203 North Carolina 32474 South Carolina G15674 Tennessee 35336 Kentucky Alabama 20946 Mississippi 10027 Virginia 2705031930A Texas Louisiana 33376 West Virginia WV049394 N Notary PublIc State of FloridaRoxannaSDehnert My Commission FF 967593 q Expires 03l06I2020 P.O. Box 621294 Oviedo, Florida 32762-1294 Phone (407) 366-1564 Fax (407) 366-3835 INSPECTION SEQUENCE BP# 16-2438 ADDRESS: 3767 S. Orlando Drive BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame Garage Doors Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT .. Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final LPL BINGPT ' ERMI r ;w u w K` a.a,m:. Min Max Inspection Description Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT$ hx; Min Max Inspection Descri tion Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap Mechanical Final REVISED: June 2014 BP251I03 CITY OF SANFORD Application Tracking Action Log Inquiry Application . . . . . . . . 16 00002438 Address . . . . . . . . . . 3767 ORLANDO DR Application type . . . . . . EXTERIOR REMODELING COMMERCIAL Revision/Path/Step/Seq/Agency: A O1 00 UTIL UTILITY DEPARTMENT Action date . . . . . . . . 8/31/16 Action type . . . . . . . . UR UNDER REVIEW Action by . . . . . . . . . RB RICHARD BLAKE Time spent . . . . . . . . . .50 Date/Time/User added . . . . 8/31/16 17:52:03 BLAKER Comments Print August 31, 2016 5:50:39 PM blaker. This property is in the secondary well zone that prohibits oil change and other car related work. At this time this permit is under review. Press Enter to continue. F3=Exit F8=In/Out Status F12=Cancel 10/27/16 12:32:24 Bottom Duncan, Hope From: Rick Ashton <rick@oliveriarchitects.com> Sent: Thursday, September 08, 2016 11:17 AM To: Duncan, Hope Cc: Ronald Hailend; emeraldcoastpermitting@cox.net; donnese_ecp@gccoxmail.com; darlene_ecp@gccoxmail.com Subject: 16077-R Take 5 Oil Change- 3767 South Orlando Drive, Sanford, FI -PERMIT #16-2438 Good morning, Hope. We do not have any plumbing scope included in our permit set for the sink mentioned below. Hope this clarifies. If you have any additional questions/ concerns, please don't hesitate to contact me at the below number. Thanks, Rick M. Ashton Senior Project Manager rick@oliveriarchitects.com 32707 US Highway 19 Palm Harbor, FL 34684 727.781.7525 • Phone 727.781.6623 • Fax www.oliveriarchitects. p R c aH-e.y- ++vt s-ewca,4 AGo Green. Please consider the environment before printing this email. CONFIDENTIALITY NOTICE: This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to which they are addressed. If you are not the intended recipient, you may not review, copy or distribute this message. If you have received this email in error, please notify the sender immediately and delete the original message. Neither the sender nor the company for which he or she works accepts any liability for any damage caused by any virus transmitted by this email. From: Duncan, Hope [mailto:hope.duncan@sanfordfl.gov] Sent: Thursday, September 08, 2016 6:08 AM To: emeraldcoastpermitting@cox.net Cc: Gail Tucker Subject: RE: Take 5 Oil Chnage at 3767 S Orlando Dr --permit #16-2438 Importance: High Good Morning: Please advise as I can't sign off on the permit until this information is provided. Thank you, Hope Duncan Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hope.Duncan(u,Sanfordfl.gov www.sanfordfl.gov From: Duncan, Hope Sent: Tuesday, September 06, 2016 3:48 PM To: 'emeraldcoastpermitting@cox.net' Cc: 'info@oliveriarchitects.com' Subject: Take 5 Oil Chnage at 3767 S Orlando Dr --permit #16-2438 Importance: High Good Afternoon: I am reviewing the plans for permit 16-2438. There does not appear to be any modifications to the plumbing at this location. When I inspected this facility in June 2015, there was a utility sink used for mechanic/employee handwashing but a 5 gallon bucket was placed beneath the sink to capture the wash water for disposal offsite and thus it was not connected to city sewers. I am concerned that with this renovation, modifications may be made to this sink to connect it properly to the city's sewer system. Please advise. If the sink will be connected to sewers then an under sink oil water separator will be needed and a wastewater discharge permit must be obtained. Thank you, Hope Duncan Hope Duncan Environmental Coordinator Utilities Department City of Sanford 300 N. Park Avenue Sanford, FL 32771-1244 407-688-5000 ext 5512 407-416-3367 cell 407-688-5096 fax Hope.Duncan(a,Sanfordfl.gov www.sanfordfl.V,ov PLEASE NOTE: Florida has a very broad public records law. Any written communication to or from City officials regarding City business is a public record available to the public and media upon request. Your e-mail communications may be subject to public disclosures. City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: September 7, 2016 Project: Renovations Contact Person: Candi Gray Job Address: 3767 S. Orlando Drive Contact Phone Number: Application Number: 16-2438 Contact E-mail: emeraldcoastpermitting@cox.net Contact Fax Number: ARCHITECTURAL 1. I thought I sent this out. You can e-mail me item 1. Structural comment. STRUCTURAL 1. Submit two sets of Florida Product Approval or Miami Dade County Notice of Acceptance for new overhead doors. MECHANICAL 1. No comment. PLUMBING 1. No comment. ELECTRICAL 1. No comment. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail atjoy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner a(/36' NOTICE OF COMMENCEMENT Permit No. Tax Folio No.11-20-30-300-0300-0000 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description.) SEC II TWP 20S RGE 30E BEG 659.86 FT NOFSE COR PO SW % OF SE RUN Ar MS.84 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG (LESS RD) a) Street (job) Address: 3767 S Orlando Dr_, Sanford, FL 32772 2. General description of improvements: Exterior modifications for Talive 5 Oil Catange #1091 3.Owner Information: a) Name and address: Driven Florida Lubes, Inc., 440 South Church Street, Suite 700, Charlotte NC 28202 b) Name and address of fee simple titleholder (if other than owner): VRAJ, LLC, 4654 River Gem Ave., Windermere, FL 34786 c) interest in property: 100% Lessee 4. Contractor Information: a) Name and address: C6a8e 5I b) Telephone No.: q0q - :5t : t tkq --Fax No.. 5. Surety Information: a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender: a) Name and address: 7. identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8. In addition to himself or herself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: 9. Expiration date ofNotice of Commencement (the expiration Fax No.: date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. - . I STATE OF: 4101e ;{ C1 OLIO-14 10. Signature of Owner or Owne m i ffige Di a or artner an e COUNTY OF: Printed Name and.Titiel r }f C The foregoing instrument was acknowledged before me this day of;,io GI , 2017, by V d /egas(J(/7 /I (type of authority, e.g. officer, trustee, attorney in fact) for Driven Florida Lubes Inc.0 Personally Known OR Produced Identification _ Notary Signature Type of Identification Produced Name (print) a 6L ti } AVE CARM 1) DONOGtM E UOTARY PUBLIC --- AND --- MECKLENBURG COUNTY, NC Verification pui 5uant Stat ttes. Under penalties of perjury, I declare that l have read the foregoing and that the facts stated dge and belief. FORMWOC,md2007 Signature of Natural Person Signing a line 110) Above GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017023962 BK 8874 Pg 0450; (1pg) E-RECORDED 03/08/2017 10:17:22 AM 10.00 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 11-20-30-300-0300-0000 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description.) SEC 11 TWP 20SRGE 30E BEG 659.86 FT N OF SE COB FO SW Y4 OF SE Y4 R UN N 115.84 FT SWLY ON CUR VE 125 FT E 339.91 FT TO BEG (LESS RD) a) _Street (job) Address: 3767 S Orlando Dr., Sanford, FL 32772 2. General description of improvements: Exterior modifications for Take 5 Oil Change #1091 3. Owner Information: a) Name and address: Driven Florida Lubes, Inc., 440 South Church Street, Suite 700, Charlotte NC 28202 b) Name and address of fee simple titleholder (if other than owner): VRAJ, LLC, 4654 River Gem Ave., Windermere, FL 34786 c) Interest in property: 100% Lessee 4. Contractor Information: a) Name and address: 6arke.6 J 4laue.6-01W lAolgis [1on.5tri etic n Co., ft. Ao C 1IZ4 O-4 &e!Ao, 51. 50,116a- b) Telephone No.: _40 R - 5166 -151 1A Fax No.: 5. Surety Information: a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender: a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8. In addition to himself or herself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No.: 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFO" THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ANf -T ORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMI L l - I STATE OF: A10RI-9 CIV61 it -4 COUNTY OF: LaReLaQW6 Printed Name and Titles!: // Q The foregoing instrument was acknowledged before me thisJ141 day ofV(/ 2017, by V o i 6 cam% as (l / // (yam % %/ ( (type of authority, e.g. officer, trustee, attorney in fact) for Driven Florida Lubes Inc. Personally Known I- OR Produced Identification Notary Signature Type of Identification Produced Name (print) d-A941. p >0A4 CAROL D DONOGHUE NOTARY PUBLIC --- AND --- MECKLEN9URCs COUNTY, NC Verification put 3uant totyS rSim&Vp-* S:WM Sta . ites. Under penalties of perju! 9ZE ad the foregoing and that the facts stated w dge and belief. FORMS/NOC,md2007 Signature of Natural Pere Revision ® ' t Fv J NOV ° 20y City of Sanford Response to Comments Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 16-2438 submittal Date 11 /23/2016 Project Address: Take 5 # 1091, 3767 S. Orlando Drive, Sanford , FL Contact: Candi Gray, Emerald Coast Permitting, Inc Ph: 850-837-7444 Fax: 850-6086258 Email: emeraldcoastpermitting@cox.net Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 2- Building 11-,Z S // Revision ® k NOV City of Sanford Response to Comments [I 2016 ' Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 16-2438 Submittal Date 11 /23/2016 Project Address: Take 5 # 1091, 3767 S. Orlando Drive, Sanford , FL Contact: Candi Gray, Emerald Coast Permitting, Inc Ph: '850-837-7444 Fax: 850-6086258 Email: emeraldcoastpermitting@cox.net D l l Trades encompassed in revision: General description of revision: Building Plumbing Electrical Mechanical Life Safety Waste Water ROUTING INFORMATION Department Approvals lo Utilities Waste Water Planning Engineering Fire Prevention 4 M" Building // ,7 i Revision 61 NOV 2016 City of Sanford Response to Comments 3 Building & Fire Prevention Division j Ph: 407.688.5150 Fax: 407.688.5152 Entail: building@sanfordfl.gov Permit # 16-2438 Submittal Date 11 /23/2016 Project Address: Take 5 # 1091, 3767 S. Orlando Drive, Sanford , FL Contact: Candi Gray, Emerald Coast Permitting, Inc 4 Ph: 850-837-7444 Fax: 850-6086258 Email: emeraldcoastpermifting@cox.net Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building 1z w— IllI D Revision ® NOV z 2016 City of Sanford Response to Comments Building & Fire Prevention Division ter- i Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 16-2438 Submittal Date 11 /23/2016 Project Address: Take 5 # 1091, 3767 S. Orlando Drive, Sanford , FL Contact: Candi Gray, Emerald Coast Permitting, Inc h: 850-837-7444 Fax: 850-6086258 Email: emeraldcoastpermitting@cox.net Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department M . Utilities W/ W aste Water Planning Engineering Fire Prevention 0 Building General description of revision: ROUTING INFORMATION 1 it Approvals CITY OF SANFORD 2 BUILDING & FIRE PREVENTION MAY - 8 2017 PERMIT APPLICATION Bin Application No: Q, 619 Documented Construction Value: $ Job Address: 6 5 • C72( t) 11. Historic District: Yes No I - Parcel ID: Residential Commercial Type of Work: New Addition Alteration [D Repair Demo Change of Use Move Description of Work: I iS A1n- l b 1•1gf ar rta r i/A6& ; EG GT. D0rI&I"D Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property`.' City, State Zip: Contractor Information / Name 6) a- ELtc l-zK4 1, .SJ L F Phone: ° 1y 7- Street: 16S AJ Fax: =4 o 7 3 3 - 1 G D °' City, State Zip: #19-. State License No.: &C. c-)OOU FS3 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your pernut fees when the permit is issued. 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID re of Contractor/Agent Date Print Contractor/Agent's Name 7 Signature ofNota' g;pr pEgg{FB aD'c5 9 NAY C ?5. oni? Y' ' = EXPIRES'. February - c't.;nde urite; ea'!°;`' Bonded Thru P:oian; Put Contractor/Agent is Personall own to Me or Produced ID Type of ID e,. msV1/9/z BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application SEMINOLE COUNTY MULTI —JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, lSeminole County, Winter Springs Date: l I '7 I hereby name and appoint: AN1Eeml 1,J. 1 4)0eG ti an agent of: 6:HP26 d,4;e- al Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: i GCS State License Number: EC— O Signature of License Holder: STATE OF FLORIDA COUNTY OF 66;Av- c,11r The foregoing instrument was ack 20 11 , by J'. NOf3ir Public State o/ Florida M E rbli, FFea1) 2111s9 J before me this 8' day of Al If , who V"/personally known to meof- as identification J4 rid /_" Print or type Notary name Notary Public - State of Commission No. `%II%.5C My Commission Expires: av CFE SERVICES PO Box 181183 Casselberry, FL 32718 Phone: (407)830-1010 / Fax: (407)339-1603 Florida License #P00000833 PROPOSAL Specifications and Estimate Pa&A 1 nF 1 osal Submitted To: office phone: Date hen Ha esLStepany 407-366-1564 A ri119, 2017 Name: Job Name: C.W. Haves Construction Take 5 Oil Change Street Addrese: job Locadon 821 Executive Drive--.-,3767 S Orlando Drive Sanofrd FL 32773 ty, State and Zip Code: Fax: Oviedo FL 32765 1407-366-3835shavesa We hereby propose to furnish material and labor necessary to per prints as discussed. NOTES: Ike -use any and all existing circuitry as possible. No credits givers for work quoted and not performed and/or material quoted and not used. EXCLUSIONS! No overtime. No landscape repair No cutting or patching. No drywall/paint or stucco repair. No aesthetic repair of any type. Does not include any concrete work_ Does not include any Fire Alarm work of any kind including any sensors/ duct work Does not include dumpster or disposal of any kind. Does not include added fee& or ANY additional work required by inspector, municipality or power company. WE PROPOSE to furnish material and labor, complete m accordance with Above specifications, for the sum of - Eight Thousand, Five Hundred Dollars and 00/100...................................................$8,500.00 Payment to be made as follows. Note; As Job Progresses PROPOSAL GOOD FOR 80 DAYS All material is guaranteed to be as specified. All work to be completed to a substantial workmanlike manner, according to spectflcations submitted, per standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an additional charge over and above this estimate. All agreements, contingent upon strikes, accidents as dstloys beyond our control Owner to carry fire, tornado and -other necessary insurance. Our workers are fully covered by Worker's Compensation Insurance. if it becomes necessary to try end collect any amount of thls debt for non-payment, including signed extra to contracts associated with thls contract AD fees to recoup Chia debt will be charged to you including, late fees, costs and attorneys lees. This document and it's quire contents k stipulations shall supersede any fume documents pertaining to this specific job if approved and a contract written and agreed to by all parties listed above this shall remain as the prinwy document whether signed or not. ACCEPTANCE OF PROPOSAL: gneture Date Jim P=;771Service 05/08/2017 01:25 4073391603 CENTRAL FLA ELECTRIC PAGE 01/03 SCONTRACT GREEM 5I724-16014SC In consideration of the mutual promises contained herein, CW HAYES CONSTRUCTION COMPANY, a Florida corporation, of Oviedo, Florida (AContractor) and Empire Electric DIBIA CFE Services of CasEelbegy. Florida _ (ASubcontractor); make the following agreement contained on this page and the reverse hereof. 1) Work Descriptioft. Subcontractor agreesto furnish all materials, labor, tools, equipment, scaffolding, hoisting and all other required items necessary to complete all work as described in Exhibit AA attached hereto and made a part hereof in accordance with plans, specifications, general and special conditions of the contract between the Owner and Contractor for project known as Fake 5 Oil Change # )0913767 South Orlando Dr.. Sanford. 32773. 2) Samples and Shop Drawings. Subcontractor agrees to submit as soon as possible all samples ofmaterials and shop drawings as required for the approval of the Architects and Contractor. 3) Payment. The Contractor agrees to pay Subcontractor for the work covered by this contract, subject to extras and credits approved by the Contractor in writing, the sun, of gighl Mgusand Five Hun Are llan and NQ a is ($ 8,500.OQ). 4) Manner of Pavrnent. Payment under this contract will be made by Contractor to Subcontractor as Contractor is paid by Owner in acc:ordancc with terms of payment between Owner and Contractor, unless otherwise shown bcreinafter. Contractor May at his option retain 10% of each estimate until final settlement- Final payment shall be made after completion of the work included in this Subcontract, written acceptance by the Architect and full payment therefore by the Owner. 5) Subcontrg&Jgr's invoices. Subcontractor agrees to furnish invoices and statements on Contractor's forms for periodic payment on or before the 20t1, day of each month and in default thereof agrees that Contractor need not aci cpt for payment such invokes or statements until the same date W the next succeeding month. 6) Changes in Work. (a) Subcuntractor shall make all alterations, furnish the material for and perform all extra work or omit any work Contractor. Owner and/or Architect may require, without nullifying this agreement, at a reasonable addition to, or reduction from, the subcontract price, hereinafter named and pro rata to the same. No changes are to be made, however, except upon written order from Contractor, and Contractor shall not beheldliabletoSubcontractorforanyextralabor, materials, or equipment without such written order. (b) All change orders shall be invoiced individually. Pricing for changes in the work is required immediately upon request. Labor rates for change orders shall be payroll rates plus 10% markup for ovbnccad and profit. Material and equipment rates shall be invoice amounts plus 100/4 markup for overhead and profit. All request for change orders to includecopiesoftimesheets, material and equipment invoices. (c) The subcontractor shall not be entitled to any claim or recovery of any kind hereunder, unless same shall first be allowed to the Contractor hereto by the Owner. 7) Progress of Work. (a) Subcontractor shall begin work as soon as instructed by Contractor, and shall carry on said work promptly, efficiently, and at a speed that will not cause delay n the progress of Contractor's work or other branches of the work carried on by other Subcontractors. Contractor may require Subcontractor to prosecute in preference to other parts of the work sucb part or parts as Contractor may specify. b) Any damages for delay caused by Subcontractor shall be deducted by Contractor from the agreed price forsaid work as liquidated damages and not as a penalty, subject, however, to the option of Contractor to terminate said employment for default as herein elsewhere provided. c) Conti actor shall not be liable to the Subwraractor for delay to Subcontractor's work by the act; neglect or default of the Owner, or the Architect, or by reason of fire or other casualty, or on account of riots, or of strikes, or other combined action of the workmen or others, or on account of any acts of God, or any otber cause, beyond Contractor's control, or on account of any circumstances caused or contributed to by the Subcontractor, but Contractor will cooperate with Subcontractor to enforce any just claim against the Owner or Architect for delay. d) Should Subcontractor be delayed in his work by Contractor then Contractor shall owe Subcontractor, thereof only an extension of time for completionequaltothedelaycausedandthenonlyifawrittenclaimfordelayismadetoContractorwithinforty-eight (43) flours from the time orthe beginning of the delay. 8) Remarks. NO COST OR,CHAROES By SUBCONTRACTOR IN ADDITION TO THE AMOUNT SHOWN AS.OVE WILL 13E. CONSIDERED UNLESS A CHANGr ORDER DESCRIRTNG T14E EXTRA WORK TO BE DONE AND THE COSTOF THIS WORK IS APPROVEDANDSTONEDBYCONTRACTORANDSUBCONTRACTORBEFORESUCHADDITIONALWORKISCOMMENCED. IN WITNESS W14FREOF the parties heret have executed or caused this agreement to be executed by their duly authorised officers. This l dayof SUBCONTRACTOR: Empire Electric,p/B/A CFE 5ervi-4eS CONTRACTOR: CW Hayes Construction Company Post Office Box 621294 PO Box 18 t t 83 Oviedo, Florida 32762-1294 Casselberry, FL 32718 407- - 1 1 / 407- -1 03 Fax J9re Title Moll 46; 4 1?la.i l rii, t Name SociafSecurity or Federal 1`.D. Number 05/08/2017 01:25 4073391603 CENTRAL FLA ELECTRIC PAGE 02/03 SUBCONTRAA f,T AGREEMENT 51724-16010SC In consideration of the mutual promises contained herein, CW HAYES CONSTRUCTION COMPANY, a Florida corporation, of Oviedo, Florida (AContractor) and Empire Electric D/l3/A C ' ,Services of Casselberty. Florida (ASubcontractor), make the following agreement contained on this page and the reverse hereof, 1) Work Description. Subcontractor agrees to furnish all materials; tabor, tools, equipment, scaffolding, hoisting and all other required items necessary to complete all work as described in Exhibit AA attached hereto and made a parl:.hereof in accordance with plans, specifications, general and special conditions of the contract between the Owner and Contractor for proieet known as Take 5 (Qil Change # 1091, 3767 South Orlando Dr-- Samford. FL 2) ${LtYi le_ pd Shop Drawings. Subcontractor agrees to submit as soon as possible all samples ofmaterials and shop drawings as requited for the approval of the Architects and Contractor. 3) Payment. The Contractor agrees to pay Subcontractor for the work covered by this contract, subject to extras and credits approved by the Contractor in writing, the sum of Eight ThoulMd T,'ivc Ua dred Dollars and No Ccnts O0.00 4) Manner of Payment. Payment under this contract will be made by Contractor to Subcontractor as Contractor is paid by Owner in accordance with terms of payment between Owner and Contractor, unless otherwise shown hereinuiler. Contractor may at his option retain 10% of each estimate until final settlement. Final payment shall be trade after completion of the work included in this subcontract, written acceptance by the Architect, and full payment therefore by the Owner. S) Subcontractor's lnvoi{ Rg. Subcontractor agrees to furnish invoices and statements on Contractor's forms for periodic payment on or before the 201" day of each month and in de%ult thereof agrees that Contractor need not accept for payment such invoices or statements until the same date in the next succeeding month. 6) Changes in Work. ( 4) Subcontractor shall make all alterations, furnish the material for and perform all extra work or omit any work Contractor, Owner and/or Architect may require, without nullifying this agreement, at a reasonable addition to, or reduction from, the subcontract price, hereinafter named and pro rata to the same- No changes are to be made, however, except upon written order from Contractor, and Contractor shall not be held liable to Subcontractor for any extra labor, materials, or equipment without such written order. (b) At change orders shall be invoiced individually. Pricing for changes in the work is required immediately upori request. Labor, rates for change orders shall be payroll rates plus 10% markup for overhead and profit. Material and equipment rates shall be invoice amounts plus 10% mark up for overhead and profit. All request for change orders to include copies of time sheets, material and equipment invoices. (c) The subcontractor shall not be entitled to any claim or recovery of any kind hereunder, unless same shall first be allowed to the Contractor hereto by the Owner. 7) Progress of Work. ( a) Subcontractor shall begin work as soon as instructed by Contractor, and shall carry on said work promptly, efficiently, and at a speed that will not cause delay n the progress of Contractors work or other branches of the work carried on by other Subcontractors. Contractor may require Subcontractor to prosecute in preference to other parts of the work such pan or parts as Contractor may specify. b) Any damages for delay caused by Subcontractor shall be deducted by Contractor from the agreed pricefor said work as liquidated.da rages and not as a penalty, subject, however, to the option of Contractor to terminate said employment for default as herein elsewhere provided. c) Contractor shall not be liableto the Subcontractor for delay to Subcuntractor* s work by the act, neglect or default of the Owner, or the Architect. or by reason; of fire or other casualty, or on account of riots, or of strikes, or other combined action of the workmen or others, or on account of any acts of God, or any other cause, beyond Contractor's control, or on account of any circumstances caused or contributed to by the Subcontractor; but Contractor will cooperate with Subcontractor to enforce any just claim against the Owner or Architect for delay. d) Should Subcontractor be delayed in his work by Contractor then Contractor shall owe Subcontractor, thereof only an extension oftime for completion equal to the delay caused and then only if a written claim for delay is made to Contractor within forty-eight (48) hours from the time ofthe beginning of the delay- 8) Remarks: NO CYST UK CHARGUS BY SUBCONTRACTOR, IN ADDITION TO THE AMOUNT SHOWN ABOVE WILL BE CONSIDI RrD UNLF?SS A CHANGE ORDFR DESCRIBING THE EXTRA WORK TO BE DONEAND T14E COST Of T14IS WORK IS APPROVED AND SIGNED BY CONTRACTOR AND SUBCONTRACTOR BErORE SUCH ADDITIONAL, WORK IS .COMMENCED. IN WITNESS WHEREOF the parties hereto have executed or caused this agreement to be executed by their duly authorized officers. This i day of 1' z&% SUBCONTRACTOR: Empire Elects c ll1I3/A F)i,pt Eices _ CONTRACTOR: CW Hayes Construction Company Post Office Box 621294 PO Box 181183 Oviedo, Florida 32702-1294 Casselberrv. FL 327 407- 830-1010 / 407- 339-160 re jjttle r.o- t! d C) P S Print Name Social SecurW y or Federal J.D. Number NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 11-20-30-300-0300-0000 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description.) SEC 11 TWP 20SRGE 30E BEG 659.86 FT N OFSE COR FO SW % OFSE'/o RUN N 115.84 FT SWLYON CURVE 125 FT E 339.91 FT TO BEG (LESS RD) a) Street (job) Address: 3767 S Orlando Dr., Sanford , FL 32772 2. General description of improvements: Exterior modifications for Tale 3 0E Change #i019! 3.Owner Information: a) Name and address: Driven Florida Lubes, Inc., 440 South Church Street, Suite 700, Charlotte NC 28202 b) Name and address of fee simple titleholder (if other than owner): VRAJ, LLC, 4654 River Gem Ave., Windermere, FL 34786 c) Interest in nroperty: 100% Lessee 4. Contractor Information: a) Name and address: ehpwjebQ Waq. ,-(' W kajobeati,4r kc—Zort Cp,fl o fP 11A 11p o,L S11L. b) Telephone No.: '{pq -y Fax No.: 5. Surety information: a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender: a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8. In addition to himself or herself, owner designates the following person to receive a copy of the .Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No.: 9. Expiration date ofNot'ice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. t! STATE OF: / 104 y- (WO(_j IA 10. Signature of Owner or Owne 'I hors 'iige Di ctor Partner/Man e COUNTY OF: Cet5QW6` Printed Name andTitle: 1r tf C), The foregoing instrument was acknowledged before me this /, day of;.l V ' 2017, by Ad ash} r1t __Yi C / (type of authority, e.g. officer, trustee, attorney in fact) for Driven Florida Lubes Inc. Personally Known OR Produced Identification Notary Signature Type of Identification Produced Name (print) CAROL 1) DONOC 4M NOTARY PUBLIC --- AND --- MECKLENBURG COUNTY, NC Verification put uant tuy9LoAh ats62Efp160 F-Oc idllfa Stat ites. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated 11 italU titfUto thUbUSt UfMy KnOWIC dge and belief. — . ;/ F01LMS/ N0C,wsd2007 Signature of Natural Person Signing (iA line '10) Above GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK' S # 2017023962 BK 8874 Pg 0450; (1pg) E-RECORDED 03/08/2017 10:17:22 AM 10. 00 M. exclusively until all work has been accepted by Owner, Contractor shall be liable for loss or damage caused by Contractor or its employees or contractors to the Project(s) site(s) or work of others at the Project(s) site(s), and if any damage occurs as a result of Contractor's operations, Contractor shall pay any costs required to repair such damage. Any default of Contractor in such protection or payment for damage may be remedied by Owner, and the cost deducted from any payment or balance due Contractor. R. With the exception that this Section II(R) shall in no event be construed to require indemnification by Contractor to a greater extent than permitted under the public policy of the State of California and California Civil Code § 2782.05 (if applicable), Contractor shall indemnify, defend, and hold harmless Owner and its officers, directors, agents and employees, architect(s), designated representative(s), or anyone employed directly or indirectly by any of them (the "Indemnified Parties") from and against any and all losses, damages, costs, claims, lawsuits; judgments, settlements and expenses including, without limitation, reasonable attorneys' fees and court costs, caused in whole or in part by any act, omission or default of Contractor, any of Contractor's subcontractors, material men., laborers, employees, or agents, or any tier of their respective employees, including all claims which arise out of or relate to Contractor's operation of its business, the Scope(s) of Work, Contractor's failure to pav any amount relating to any Project(s), or any injury or damaged caused. Contractor hereby acknowledges the receipt and sufficiency of the first $ 1,000.00 due and payable under this Agreement as specific consideration for the obligations set forth in this provision. This indemnification, defense and hold harmless obligation shall not in any way be affected by any limitation on the amount or type of damages, compensation, or benefits payable by or for the Contractor or any subcontractor under worker's compensation acts, disability benefit acts or other employee benefit acts. Contractor shall be obligated under this indemnity regardless of any active or passive negligence or strict liability of any Indemnified Party; provided, however, that no Indemnified Party shall be entitled to indemnification for any claim found by a court of competent jurisdiction to have been caused by the sole negligence or willful misconduct of such Indemnified Party. The foregoing indemnity shall not require payment as a condition precedent and shall survive the termination of this contract and shall remain binding on Contractor and Principal until such time as action against the Indemnified Parties, or any of them, on account of all such claims shall be barred by any applicable statute of limitations. The provisions of this article shall survive termination of this Agreement. S. If the Project is subject to prevailing wage requirements under the California Labor Code, either by operation of law or by Agreement, then Contractor agrees fully to comply with all provisions of applicable law, including, without limitation, Labor Code Sections 1771, 1775, 1776, 177.5, 1813 and 1815. If the Project is subject to Labor Code sections listed, Contractor acknowledges that no final payment shall be made to Contractor until Contractor has complied with these requirements. wrier shall pay Contractor _ inety Nine Thousand One Hundred Sixty Two Dollars and No Cent 99,1b2.00 for all work completed in accordance with those Scope(s) of Work (the ``Contract Amount(s)"), in the amounts et forth in the Scope(s) of Work in current U.S. funds (the `'Payment"). 1B. The Contract Amoun is valid through the completion of the relevant Scope(s) of Work and includes all relevant sales Cher taxes assessable, as well as all services, labor, materials, and goods used to complete ces are firm absent a signed, approved change order in accordance with the terms ofthis Agreement. C. Contractor may request progress payments (less the 10°% withholding retained by Owner pursuant to §3.D vi) below) of the Contract Amount ("Payments") as follows: i. Owner shall make no Payments until Contractor has submitted to Owner a complete list of all material and/or labor suppliers, including their names, addresses, phone numbers, and names of contacts, as well as any other documentation it requires. ii. Unless otherwise specified in the relevant Scope(s) of Work or otherwise agreed in writing by Owner, Owner shall make Payments only twice per month as follows: after 3 p.m. on the second and last Tuesday of each month ("Payment Dates"). If Payment Dates occur on a holiday (as designated by Owner), the Payment Date shall be the next business day. iii. To be eligible for Payments on the Payment Dates, Contractor shall submit invoices for Payments to the Owner's project manager at least fifteen (15) business days before the relevant Payment 4 CONSTRUCTION AGREEMENT THIS, CONSTRUCTION AGREEMENT (the "Agreement") is. made and entered this 20 day of_April 20_17,_, (the ``Effective, Date") behveen;_CW:Hayes Construction Company` whose address.is 821 Efecutive. Drive, Oviedo, FL 32765_ C"Contractor") and [Take 5, LLC], 2450 Severn Ave, Suite 9308, Metairie, LA. 70001 Owner'>). RECITALS' WHEREAS, Owner is a nationwide franchisor of after -market vehicle maintenance and service centers, including, but not limited to;,,quick-lobe service locations; WHEREAS.. Contractor is, a construction "services provider that provides commercial construction services including, but not limited to, renovation and other building construction management and facilities services; WHEREAS, Owner wishes to contract with Contractor to complete a certain project, as detailed and setforth by a Contractor Scope of Work (the; "Scopel) of Work") provided by Owner (,a true and correct: copy of Owner's now -current form Scope(s) of Work "is set forth in 'Exhibit `A') and accepted by .Contractor (the "Project(s)'°) in accordance with the standard terms and conditions iss ied'by Owner in its sole and absolute discretion from time to time the_"General, Requirements of"Work" ( ) (a true -and correct copy of"the now -current General Requirements of Work" are set "forth in E,hibit `B') ; WHEREAS, Contractor wishe"s to contract with"Owner to complete the Project.as, prescribed by the Scope(s).. of Work agreed to now and;during the remainder.of'the term of this. Agreement; NOW, THEREFORE, inconsideration of the mutual covenants and agreements set forth -in this Agreement;; and with the: intent to be bound hereby, Owner and Contractor (collectively, the "Parties") agree as follows: AGREEMENT Acknowledgments,.Representations and Warranties A. Contractor and Contractor's principal responsiblel for the management"and execution;ofthis Agreement (he Principal'") acknowledge and agree that this Agreement will serve as the master agreement between Contractor and Owner. Therefore, Contractor and Principal also acknowledge and agree that this Agreement. contains the general terms and conditions under which Contractor shall provide ,goods- and/or perform services for Owner for each of the Scope(s) of Work. Contractorand Principal, then., agree to be bound by all business rules, regulations; and requirements, contained in this Agreement, the Genera] Requirements of Work, the Scope(s) of Work entered during the, term of this Agreement, and all other documents and agreements.between Contractor and Owner for all projects and work completed for Owner during the'term of this, Agreement; B. Contractor"and Principal acknowledge and agree that the terms of this Agreement shalt prevail if there are any inconsistencies between this Agreement and any other agreement between Contractor and Owner pertaining to the Scope(s) of Work,, the Project(s); or materials to be provided by Contractor. In addition, Contractor, and Principal. acknowledge and agree that this Agreement shall supersede any previous agreements) betweenthe Parties in their entirety. Contractor and Principal further acknowledge and'agree that any torims,and conditions contained in any Contractor, proposal submitted. to or otherwise received by Owner are hereby rejected and otherwise null, and void as between the parties as the terms of this Agreement alone: control the parties` relationship unless the parties otherwise agree in.a writing signed 'by both parties as provided forbelow. C. Contractor and Principal acknowledge the relationship of trust andconfidence between, them and Owner. Contractor and Principal covenant that they will use their 'best skill and judgment and w cooperate with Owner in furthering the interests of Owner,. Contractor and Principal further acknowledge and agree to furnish efficient business administration and 'superintendence and to use best efforts to,complete Project(s) iti the best and soundest way and in -the mostexpeditious"andeconomical manner consistent with the Scope(s) of Work,. D. Contractor and Principal •reoresenti and warrant that they will timely visit and inspect each of the premise(s) or each of the Project(g) before they execute the assigned Scope(s)" of Work, and any and all related specifications, architectural plans, Projectpolicies, fist of plans,,and otherreleyant documents, including the collectively GeneralRequirementsofWork (all of which are incorporated as ifset forth fully herein) the pi\w m i-- -- / CITY OF SANFORD t ' & FIRE PREVENTION I PERMIT APPLICATION Application No: Documented Construction Value: $ 10,500.00 Job Address: 3767 Orlando Drive, Sanford, FL Historic District: Yes No Parcel ID: 11-20-30-300-0300-0000 Residential Commercial X Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Installing channel letters 37.29sf, face change on existing ground sign approx 43 sf installing two directional signs 4 sf each Plan Review Contact Person: Candi L. Gray- Emerald Coast Permitting, Inc. Title: President Phone:8508377444 Fax: 8506086258 Name Driven Florida Lubes, Inc Email: emeraldcoastpermitting@cox.net Property Owner Information Street: 440 South Church Street, Suite 700 City, State Zip: Charlotte, NC 28202 Phone:8508377444 Resident of property? : Contractor Information Name Kazar, David- C B Sign Service, Inc. Phone: n/a Street: 4615 Roberts Road Fax: City, State Zip: Land O'Lakes, FL 34639 State License No.: EC13003170 Architect/Engineer Information Name: Robert Wall- A S and E, Inc. Phone: Street: 24710 S R 54 Fax: City, St, Zip: Lutz, Florida 33559 E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal dgencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent 0 Date 1 kcei6L K-NesLG.1"' Print Contractor/Agent's Name 3117 Sig ature of Notary -St e of Florida Date BRADLEY T RUPERT fY'4 o MY COMMISSION #GG023762 EXPIRES: AUG 23, 2020 Bonded through 1st State Insurance Contractor/Agent is 4, Personally Known to Me or Produced ID Type of ID r BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads S I, APPROVALS: ZONING:3-2-i7 UTILITIES. ENGINEERING: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: 3 vD 7BUILDING: CON Ok to reface existing 91.66 square foot monument sign as shown on plan. Sign shall contain landscaped area of no less than four (4) feet wide on each side of the sign. The landscaped area must contain any combination of shrubs, flowers and groundcovers. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (3") high. Ok to install two, 4 square foot directional signs at T-4" high as shown on plan. Revised EXISTING ASPHALT AREA--s - S.ANFORD BUILDING DIVISION NEW SEAL ON EXISTING A PERMIT ISSUED SHALL BE CONSTRUED TO SE A ASPHALT DRIVE LICENSE TO PROCEED WITH THE WORK ANDNOT AS NEW PAINTED AUTHORITY TO VIOLATE, CANCEL, ALTER OR SF=` DIREcrIONAtDIRECTIONAL ASIDE ANY OF THE PROVISIONS OF THE I FIC!_ .IY3AL. EXISTING ARROWS/ SIGN 2 CODES, NOR SHALL ISSUANCE OF A PERMIT PREVEit' GARWASH BUILDING BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLS, 1ANTHECONSTRUCTION OR VIOLATIONS OF THIS CODE PROPOSED z TAKGNANGE X m Ok to reface existing 91.66 square foot monument sign as shown on plan. Sign shall contain landscaped area of no less than four (4) feet wide on each side of the sign. The landscaped area must contain any combination of shrubs, flowers and groundcovers. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (3") high. Ok to install two, 4 square foot directional signs at 3'-4".high as shown on plan. jA— OIL CHANGE CHANNEL LETTERS EXISTING LANDSCAPE 1 ZZ- ISLAND NEW PAINTED DIRECTIONAL ARROWS i p NEW PAINTED STRIPES (TYP.) W DIRECTIONAL 1 - N1 U G N Z EXISTING H/C NEW SEAL ON EXISTING W O PARKING ASPHALT DRIVE EXISTING STANDARD PARKING VI EXISTING STANDARD PARKING Aft 111— OFFRA: THIS IS AN NG CREATED BY ENTERA BBRANDINGSR SSUBMIITED FOR VOUR PERSONAL USE IN CONNECTION CLIENT: TAKE WRH A PROJECT BEING PUNNED FOR YOU BY ENTER BANGING, ITISNOTTO BE SHO,_ TO LOCATION: SANFORD,FL ANYONE OUTSIDE YOUR ORGANIZATION, NOR IS IT TO BE USED. REPRODUCED, COPIED. OR EMWED N ANY FASHION. DRAWN BY: ZM H: MARKETING DESIGN / CDR / T / TAKE 5 / SANFORD, FL- 3767 ORLANDO OR. #1091.Ddr sc LLE: NTS DATE: 08.11.16 DWG, NO.: SANFORD,FL-3767ORL 1111" 7- FO PLANS EXRfdtllNiwtS 3 — d ATE 11 2'4' - I--- 2'-0° --I I ENTER I. mum* l Sign 1 - Side A ENTER I Sign 1 - Side B Ok to reface existing 91.66 square foot monument sign as shown on plan. Sign shall contain landscaped area of no less than four (4) feet wide on each side of the sign. The landscaped area must contain any combination of shrubs, flowers and groundcovers. Sign shall contain the address number of the premises, placed parallel to the sign face, in numbers large enough to be read from the street but in no case less than three inches (3") high. Ok to install two, 4 square foot directional signs at 3'-4" high as shown on plan. 2'-41- --- I --- 2'-0'I —I I F Xit i 0nly HONK! f You Received I jGreatSemiteSign 2 - Side A D/ F ALUMINUM POST & PANEL SIGNS LEGS & POLE COVERS PAINTED PMS 412 BRONZE SIGN FACES PAINTED TO MATCH GLIDDEN A0734 "GOLDEN NEEDLES" W/ APPLIED BLACK VINYL COPY AND DIGITALLY PRINTED SMILEY FACE GRAPHICS J@go EN TEY T SA R ORIGINAL UNPUBUIN SHE00RAWINO CREATEDBYENTERA'42'2G. ED DRAWITTED CLIENT: TAKES IN I UnderwritersFOgOURPERENNO ]Ln, I VOU BY Laboratories Inc.® EANYONE OUTSIDE YOUR ORGANIZATION NORO LOCATION: Your totalbrandingsolution —TED ISITTOBEUSED, RERROR EDICORIEo,OR SANFORD,FL EXHIBITED INANY FASHION. DRAWN RV: ZM Sign 2 - Side B H: MARKETING DESIGN / CDR / T / TAKE 5 / SANFORD, FL- 3767 ORLANDO OR. #1091.cdr DATE: 08. 11.16 DWG. NO.: SANFORD. FL - 3767 ORLANDO DR. #1091 It 10'-0" RAF SIGN: FLAT REPLACEMENT FACES FOR D/F INTERNALLY ILLUMINATED CABINET BACKGROUND: OPAQUE WHITE RETAINER: UNKNOWN SHOWN AT 2" ONLY LOGO TO ILLUMINATE Ok to reface existing 91.66 square foot monument sign as shown on plan. Sign shall contain landscaped area of no less than four (4) feet wide on each side of the sign. The landscaped area must contain any combination of shrubs, flowers and grcundcovers. Sign shall PROPOSED contain the address number of the premises, placed parallel to.the sign face, in numbers _ E.l. HSSANORGNA UNPUDE ITS'RAWNGCREATRDBYENTESONALUSEIN. ITNSSUDMITTEDFORFORPROJEOURCTPROJECTBEINGPUNNEDFORYOUBY ENT E' CLIENT: TAKES H:MARKETMDESVIN CI large enough to be read from the street but in — no case less than three inches (3") high. Us Underwriters LYourtotalbrandingsolutionQ Laboratories Inc.® liSiE IT IS NOT TO RE SHOWN TO PONE OUTSIDE YOUR ORGANIZATION OR ISRTO PIED, ORE OCATION SANFDRD, FL E%HIOBEEDNANDFASHIONDRAWNBYZM Ok to install two, 4 square foot directional signs at 3'-4" high as shown on plan. The attached plans/documents have been submitted by: 1 N C Cl R F Es F-7 A T E 141 Mack Bayou Loop. Suite 303 . Santa Rosa Beach, FL 32459 Office 850.837.7444 Fax 850.608.6258 emeraldcoastpermitting0cox. net www emeraldcoastpermitting.com Please direct all questions and comments to this office. i SIGN PERMIT INITIAL SUBMITTAL PROJECT: Take 5 Oil Change #1091— Sign Permit 3767 S. Orlando Drive Sanford, FL 32772 Date submitted to City of Sanford, Utilities/Building Department: Feb 20, 2017 Via Fed Ex Submittal Re: Take 5 Oil Change #1091 3767 S. Orlando Dr. Sanford, FL 32772 To Whom It May Concern: As property owner of the proposed improvements, please accept this letter as our authorization for agents and contractors, to apply for and obtain sign permits, variances, and for representation at public hearings for such permits. The permits are for signage modifications for the Take 5 Oil Change #1091, located 3767 S. Orlando Dr., Sanford FL 32772. All work will meet or exceed Florida Building Code Requirements. Emerald Coast Permitting, Inc. CB Sign Service, Inc. - FL License EC13003170 141 Mack Bayou Loop, Suite 303 19608 Dogpatch Lane Santa Rosa Beach, FL 32459 Land O'Lakes, FL 34638 Sincerely, Signature o e or Owner's Authorized Agent FF Printed Name and Title:-114a- La vt Property Owner Name: Fowler Properties, Inc. Property Owner address: 4686 Sunbeam Road, Suite 202, Jacksonville, FL 32257 The Property Control #: 11-20-30-300-0300-0000 STATE OF T W" COUNTY OF DJUwl( The foregoing instrument was acknowledged before me this day of 0 2016, by I as a:tir91r& (type of authority, e.g. officer, trustee, attorney in fact) for Fowler Properties, Inc. Personally Known OR Produced Identification Type of Identification Produced (I _ NOTARY SEAL Notary Signature OLA. Name (Print) it,- ooiPa` WILLIAM KYLE POULTEA Notary Public - State 01 rlono My Comm, Expires Aug 31. yr P l 0lT1mI5510r1 # GF r)474r ot'"YPOeic WILLIAM KYLE POULTER Notary Public - State of Florida My Comm. Expires Aug 31. 2017 h,orF:•`'` Commission # FF 047981 SCPA Parcel View: 11-20-30-300-0300-0000 Page I of 2 Property Record Card XFA Parcel: 11-20-3 1 0-300-0300-0000pfiOwner: VRAJ LLC Property Address: 3767 S ORLANDO DR SANFORD, FL 32772 Parcel Information Value Summary Sem le County GIS Legal Description SEC 11 TWP 20S RGE 30E BEG 659.86 FT N OF SE CDR OF SW 1/4 OF SE 1/4 RUN N 115.84 FT W 290-75 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG LESS RD) Taxes 2016 Working 2015 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 2 2 Depreciated Bldg Value 366,821 372,215 Depreciated EXFT Value 8e $ 117,34 Land Value (Market) 248.626 17,968__ 248,626 Land Value Ag Just/Market Value 632,795 Portability Adj Save Our Homes Adj 0 0 Amendment I Adj 0 0 P&G Adj 0 0 Assessed Value 632,795 Tax Amount without SOH: $13,000.66 2015 Tax Bill Amount $13,000.66 Tax Estimator Save Our Homes Savings: $0.00 i * Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment value i Exempt Values Taxable Value County General Fund 632,795 w 0 632,795 i Schools 632,795. 0 632,795 City Sanford 632,795 1 0 632,795 i SJWM(Saint Johns Water Management) 632,795 0, 632,795 County Bonds 632,795, 0 632,7951 Sales Description I Date Book i Page f Amount 1 Qualified j Vac/Imp WARRANTYDEED 7/1/2010 07422 1248 700,000 Yes Improved QUIT CLAIM DEED 1/25/2010 07330 1832 100 No Improved QUIT 66m M GEED 3/1 12009 07157 1988 100 No Improved QUIT CLAIM DEED 3/1/2009 07157 1991 100 No Improved QUIT CLAIM DEED 1/1/2009 07114 0745 100 1 No Improved 1.J; -WARRANTY DEED 6/1/2008 07022 0929 850,000 No Improved WARRANTY DEED 1011/2005 05986 0864 1,510,000 No Improved SPECIAL WARRANTY DEED 5/1/2003 04848 0771 320,000 No Vacant WARRANTY DEED 3/1/1987 01829 0332 160,000 Yes Improved 1 SPECIAL WARRANTY DEED 311/1987 01851 1684 100 No Improved Page 1 of 2 (13 items) Ill 2 No Comparable Sales http://parceldetail.scpafl.org/PareelDetaillnfo.aspx?PID=11203030003000000 5/16/2016 Florida Department of State t Page 1 of 2 DIVISION OF CORPORATIONS C Or r Department of State Division of co rations Search Records Detail By Document Number Detail by Entity Name Foreign Profit Corporation DRIVEN FLORIDA LUBES INC. Filing Information Document Number F16000000140 FEI/EIN Number 47-5515713 Date Filed 01/11/2016 State DE Status ACTIVE Principal Address 440 SOUTH CHURCH ST. SUITE 700 CHARLOTTE, NC 28202 Mailing Address 440 SOUTH CHURCH ST. SUITE 700 CHARLOTTE, NC 28202 Registered Agent Name & Address NRAI SERVICES, INC. 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Officer/Director Detail Name & Address Title PD FITZPATRICK, JONATHAN 440 SOUTH CHURCH ST, STE. 700 CHARLOTTE, NC 28202 Title D FIELD, EZRA 440 SOUTH CHURCH ST, STE. 700 CHARLOTTE, NC 28202 Title D ARONSON,STEPHEN http://search. sunbiz.orglInquiry/CorporationSearch/SearchResultDetail?inquirytype=EntityName... 12/27/2016 Page 2 of 2 440 SOUTH CHURCH ST, STE. 700 CHARLOTTE, NC 28202 Title VPS POLLACK, NOAH 440 SOUTH CHURCH ST, STE. 700 CHARLOTTE, NC 28202 Title CFOT NICHOLSON, BRIAN 440 SOUTH CHURCH ST. CHARLOTTE, NC 28202 Title ASEC ROMANZO, BRIAN 440 SOUTH CHURCH ST. CHARLOTTE, NC 28202 Annual Reports No Annual Reports Filed Document Images 01/11/2016 — Foreign Profit View image in PDF format Ficrida Department of State, Division of Corporations http://search. sunbiz.orglInquiry/CorporationSearchISearchResultDetail?inquirytype=EntityName... 12/27/2016 CUSTOMER: TAKE 5 OIL CHANGE LOCATION: SHOP #1091 3767 ORLANDO DR. SANFORD,FL CODE CITY OF SANFORD EILEEN HINSON • 407-688-5147 • EILEEN.HINSON@SANFORDFL.GOV JORDAN SMITH • 407-688-5146 • JORDAN.SMITH@SANFORDFL. GOV - HE'S DOING SIGNS NOW. ZONED COMMERCIAL WALL SIGN: MULTI - TENANT BUILDINGS. EACH UNIT IN AN EXISTING MULTI -UNIT BUILDING THAT HAS AN INDIVIDUAL SEPARATE ENTRANCE TO THE EXTERIOR OF THE BUILDING MAY HAVE ATTACHED SIGNAGE NOT TO EXCEED ONE AND ONE-HALF (1 Yz) SQUARE FEET PER LINEAL ONE FOOT (1) OF TENANT STOREFRONT FACADE LENGTH. NO MORE THAN ONE (1) ATTACHED SIGN PER TENANT IS PERMITTED. EMC HAS TO GO BEFORE THE CITY PLANNING COMMISSION. POSSIBLY 2 MEETINGS. NO GUARANTEE THAT YOU'LL GET IT MEETS 2ND AND 4TH MONDAYS EXCEPT FOR NOV. & DEC. WHICH IS 2ND MON. ONLY. MESSAGE CAN ONLY CHANGE ONCE PER DAY. CAN ONLY BE ONE COLOR. GROUND MOUNTED: BASED ON ST. FRTG.: 0-75'= 24 SQ. FT, 6' OAH. 76-120'=50 SQ.FT, 10' OAH OVER 120'=100 SO. FT., 12' OAH. SETBACK IS THE HEIGHT OF THE SIGN. BASE MUST BE ARCHITECRUAL STYLE OF BLDG.. NO STUCCO ALLOWED. MUST HAVE MIN. 3" ADDRESS NUMBERS ON SIGN FACE. GROUND -MOUNTED SIGN. A SIGN ERECTED ON A FREESTANDING FRAME, MAST OR POLE WHICH IS ANCHORED INTO THE GROUND. GROUND MOUNTED SIGNS ARE NOT ATTACHED TO A BUILDING. ALL VERTICAL STRUCTURAL SUPPORTS FOR GROUND MOUNTED SIGNS SHALL BE CONCEALED IN AN ENCLOSED BASE WITH A WIDTH EQUAL TO AT LEAST TWO THIRDS (2/3) OF THE HORIZONTAL WIDTH OF THE SIGN SURFACE AND WITH A BASE FINISHED WITH A DECORATIVE MATERIAL. GROUND MOUNTED SIGNS MUST BE CONSISTENT WITH THE ARCHITECTURAL DESIGN, MATERIALS AND COLOR OF THE BUILDINGS ON THE SAME PREMISES. ALL GROUND MOUNTED SIGNS SHALL BE ENCASED IN A LANDSCAPE PLANTER, TWO (2) TO THREE (3) FEET IN HEIGHT, OR A LANDSCAPED AREA OF NO LESS THAN FOUR (4) FEET WIDE ON EACH SIDE OF THE SIGN, THE PLANTER OR LANDSCAPED AREA MUST CONTAIN ANY COMBINATION OF SHRUBS, FLOWERS AND GROUNDCOVERS. ALL SIGNS SHALL BE ERECTED ABOVE THE ENCLOSED BASE OF THE SIGN AND NO SIGN SHALL BE MOUNTED DIRECTLY IN FRONT OR TO THE REAR OF THE BASE. DIRECTIONAL SIGNS NOT TO EXCEED FOUR FEET IN HEIGHT AND SIX SQUARE FEET NO LOGO/NAME. NO PERMIT REQ'D. PERMITTING: F/ C NEEDS A PERMIT. 2 SETS OF SITE PLANS, B/E, S.E.D., COPY OF SIGNED CONTRACT, LOA NOC, ELEC. PERMIT, THE APPLICATIONS HAVE TO BE SIGNED BY THE PROPERTY OWNER. SUBMITTAL CAN BE SENT UPS TO DEBBIE BLANTON IN THE BLDG. DEPT SEND $25 PER SIGN. CAN SEND SELF ADDRESSED STAMPED ENVELOPE AND SHE'LL MAIL PERMITS BACK. 1RI ENMM Your total branding solution ORIGI ENTER4 u 1 TM A PAO,IECT B l G FILANSMED R YO4J B L CREATED BY ENTERA BRANDING. IT IS SUBMITTED FOP YOUR PERSONAL USE IN CONNECTIONUnderwritersNEEABRONDING. aI PUNTO BE YW TENTERABRANDING. R IS NOT TO BE ION. N TO Your total branding solution ® Laboratories Inc.® ANYONEITTOBE TS D REPYOURODUCED, COPIED, ORIISITTOBEUSED, REPRODUCED, COPIED, OR E%HIBITED IN ANY FASHION. H: MARKETING DESIGN / CDR / T / TAKE 5 / SANFORD, FL - 3767 ORLANDO DR. M1091.odF CLIENT. TAKE 5 SCALE: 1/8- = 1--0- REV I= LocAnON: SANFORD, FL DATE: 08.11.1fi Zo= DRAWN BY ZM DWG. NO.: SANFORD, FL - 3767 ORLANDO DR. N1091 THIS ENTER4 1U. WITH A PROJECT BING PUBU FODRAWING L CREATEDGY -BRANDING ISSUBMRTED FOR YOUR PERSONAL USE IN CONNECTIONUnderwritersNATHAPgOJECTBEINGPIANNEOFOflVW BY ENTERA BRANDING. IT IS NOT TO BE SHOWN TOLaboratoriesIncaANYONEOUTSIDEYOURORGANIZATIONNORi9iYourtotalbrandingSolutionLISTEDISITTOBEUSEDREPRODUCEDCOPIED. OR EXHIBITED IN ANY FASHION. H: MARKETING DESIGN / CDR / T / TAKE 5 / SANFORD, FL - 3767 ORLANDO DR. #1091.cdr CLIENT: TAKE 5 SCALE: 1/8" = 1'-0" REVI xxxx ocnnoN: SANFORD,FL DATE: 08.11.16 REV.2 x)= REVS x)m DRAWN ErY ZM I DWG. NO. SANFORD, FL - 3757 ORLANDO DR. #1091 REV4 )ow ENTER4 u 1 THIS IS MI OECTBEING PU NNSHEFO ROWING L CREATED BY ENTEM BRANDING R IS SU-ITTED FOR YOUR PERSONAL USE IN CONNECTION UnderwritersWITHgpROJECTBEINGPLANNEDFORYOUBY ENTEM BRANDING, IT IS NOT TO BE SHOWN TO IREYourtotalbrandingsolution ® Laboratories Inc.. ANYONE OUTSIDE YOU. 014 A 1ZATION,NOR I I IS IT TO BE USED, REPRODUCED. COPIED, OR EXHIBITED IN ANY FASHION. N: MARKETING DESIGN / CDR / T / TAKE 5 / SANFORD, FL- 3767 ORLANDO DR. #1091.cdr CLIENT: TAKE 5 SCALE: 1/8" = V-O" REV.1 Dm REV. 2 boot LOCATION: SANFORD, FL DATE: 08.11.16 REV3 ulna DRAWN BY ZM DWG. NO. SANFORO, FL - 3767 ORLANDO DR. #1091 REV.4 xxxx The attached plans/documents have been submitted by: E :.M -E R A %U P E R M V o -1 N--- Lr--._SF rI c o Fa P o R A T E C) 141 Mack Bayou Loop . Suite 303 . Santa Rosa Beach, FL 32459 Office 850.837.7444 Fax 850.608.6258 emeraldcoastpermitting@cox.net www.emeraldcoastpermitting.com Please direct all questions and comments to this office. SIGN PERMIT INITIAL SUBMITTAL PROJECT: Take 5 Oil Change #1091— Sign Permit 3767 S. Orlando Drive Sanford, FL 32772 Date submitted to City of Sanford, Utilities/Building Department: Feb 20, 2017 Via FedEx Submittal r^- s'•Yourrtotalbrantlingsolubon0''at V)M Or ZMn PHONE: r r-3 92-0673 LIC# ES12000987 Ddven Florida Lubes. Inc. Take 5 Stare #1091 P. O. Box 24300 3767 Orlando DR. Jacksonville, FL 32241 Sanford, FL Attn: Ron Hailend 50 k Deposit Proposal Date: 1/18/2017 Customer Terms: Remainder net 30 Sales Rep: Ron Hailend Customer Order ID: Customer Ref/PO Number: Customer ID: 1783 OTY ORD I DESCRIPTION UNIT COST EXTENDED COST 1. 00 15' FASTEST OIL CHANGE ON THE PLANET! Remote mount internally illuminated letters 4,460.00 4,460.00 Checkered Flag Wall Panels 3. 00 NON411uminated-alluminum-1"Deep 145.00 435.00 Exit Only/Do Not Enter 3. 00 Non4fluminated panels- aluminum with vinyl graphics 70.00 210.00 Please Stay In Your Car 3. 00 nonalluminated aluminum panels with vinyl graphics 70.00 210.00 2. 00 40" Tall Post and Panel Dimchonals Non- Illuminated 540.00 680.00 2. 00 4'7"x 10' Flat replacement faces with oil can logo 1. 00 LED Retro kit and labor for pylon sign 1, 660.00 $3,320.00 2, 990.00 $2,990.00 Product Subtotal $ 12,305.00 1. 00 Removal of existing signage $1,950.00 Installation of all product produced by Entera. Building fascia repair by others. Includes painting steel and cabinets of 1. 0o existing pylon. $6,989.00 Freight and Crate $2,190.00 TOTAL: $ 23,434.00 Does not include permitting, or any associated costs to pull permits. Does not include taxes. Installation based on working during normal business hours. Any required electrical primary will be provided by others. NOTE: signs are Wred for 120 volts. s nor permit secural are included in quote and will be invoiced on final invoice. will be calculated on final invoice. at letters require isolated dedicated circuit. ner responsible for proper backing where channel letters and wall mounts will be located on building. Customer/contractor must install prior to signage install. y power to signs provided by others. 1 subject to change should there be any charges to scope of work. Approved By: NOTICE OF COMMENCEMENT Permit No. Tax Folio No.11-20-30-300-0300-0000 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Description of property (legal description): SEC 11 TWP 20S RGE 30E BEG 659.86 FT N OF SE COR OF SW 1/4 OF SE 1/4 RUN N 115.84 FT W 290.75 FT SWLY ON CURVE 125 FT E 339.91 FT TO BEG (LESS RD) a) Street (job) Address: 3767 Orlando Dr. Sanford, FL 32772 2. General description of improvements: Signage for Take 5 Oil Change #1091 3.Owner Information: a) Name and address: Driven Florida Lubes, Inc., 440 South Church Street, Suite 700, Charlotte NC 28202 b) Name and address of fee simple titleholder (if other than owner): VRAJ, LLC, 3767 Orlando Dr. Sanford, FL 32772 c) Interest in property: 100% Lessee 4. Contractor Information: a) Name and address: 2joa.3,, b) Telephone No.: $13 max No.: 5. Surety Information: a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6. Lender: a) Name and address: 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address. b) Telephone No.: Fax No. (Opt.) 8. In addition to himself or herself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No.: 9. Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is cnprified)- WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR A,N/ RNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENY. A j STATE OF: N50Ytk-Ca-M UL l..0A 10. _ V p • __ Signature of Owner or Own_ s A__uth4riLf d Offi imctor/Part COUNTY OF:AQ .-- 1pdPrintedNameandTitle: /Ct7 RJ V i E - The foregoing instrument was acknowledged before me this 2.-,7 day of *DeceXI1 bQr , 2016, by 4t(gak 0 6L as _io iI/10 4,4Aa4 rjWK— (type of authority, e.g. officer, Al attorney in fact) for Driven Florida Lubes Inc. Personally Known OR Produced Identification Notary Signatur Type of Identificat on Produced Name (print) AnA 1 k-0C Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare I ave read the foregoing iitiU'tha the facts stated in it are true to the best of my knowledge and belief. FORMWOC, S=07 Signature ofNatueat, _,_. on ine o) Above GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK' S # 2017027478 BK 8879 Pg 0949: (1p9) E-RECORDED 03/20/2017 09:29:25 AM 10. 00 k" 0-- a9( CITY OF SANFORD r aLDING & FIRE PREVENTION PERMIT APPLICATION Y1 APPLICATI'ON Application No: 77 sr" Documented Construction Value: S 10,500.00 Job Address: 3767 Orlando Drive, Sanford, FL Historic District: Yes No Parcel ID: 11- 20-30-300-0300-0000 Residential Commercial Q Type of Work: New N Addition Alteration Repair Demo Change of Use Move Description of Work: Installing channel letters 37.29sf, face change on existing ground sign approx 43 sf installing two directional signs 4 sf each Plan Review Contact Person: Phone: 8508377444 Candi L. Gray- Emerald Coast Permitting, Inc. Title: President Fax: 8506086258 Email: emeraldcoastpermitting@cox.net Property Owner Information Name Driven Florida Lubes, Inc Street: 440 South Church Street, Suite 700 City, State Zip: Charlotte, NC 28202 Phone:8508377444 Resident of property? : Contractor Information Name Kazar, David- C B Sign Service, Inc. Phone: Street: 4615 Roberts Road City, State Zip: Land O'Lakes, FL 34639 Fax: n/a State License No.: EC13003170 Architect/Engineer Information Name: Robert Wall- A S and E, Inc. Phone: Street: 24710 SR 54 City, St, Zip: Lutz, Florida 33559 Bonding Company: Address: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Signature of Contractor/Agent 0 Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 111 dL K.,Z.. ouY Print Contractor/Agent's Name 07 Sig ature of Notary -St e of Florida Date BRADLEY T RUPERT a?i 1 o MY COMMISSION #GG023762 EXPIRES: AUG 23, 2020 Bonded through 1 st State Insurance Contractor/Agent is 4, Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads SOc' APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm PermV: Yes No ke cL h WASTEASTE WATER: BUILDIN • 00&_ Based on 32.79 linear feet of building length ok to install 37.29 square feet of "Fastest Oil Change on The Planet!" wall signage as shown on plan Any additional attached signage on canopy, wall or window. shall - require approved by City of Sanford Planning Department. Revised: June 30, 2015 Permit Application w t-- LU t> > Cr Z Q1m0(J) wlw-C EXISTG p z rx Li- r Cl Q ASPHALT AREA Q V ( LL zrrl II zLP wQW1—:-5C —2 O NEW SEAL ON EXISTING D X W W LLJ Cr t- Z ASPHALT DRIVE ® Er W Q F=- 2 LL p LLT O QQ NEW PAINTED ,J Z W p m y Z O [LI Q LU DIRECTIONALDIRECTIONAL O LL! () Cr, 0 O LL O ( L21 EXISTING ARROWS SIGN 2 Q w F- Q z U LL O 1-= t2 t GARWASH MILDING 41 J CO > U Z J Z bf o U L—UL.00 aJ U. NIA 4-7 OC) > - z o G? WO Qz0 0-000 a y` 1 `' OIL GHANGE w d) z W O z m LXJ/ CXy LL IXLU w, ci) aw owt- 00 V• _ OILCHANGE CHANNEL L IU.TERE; EXISTINGLANDSCAPE ISLAND NEW PAINTED Based on 32.79 linear feet of building length ok DIRECTIONAL ARROWS 8 to install 37.29 square feet of "Fastest Oil o NEW PAINTED STRIPES (TYP.) W 'd DIRECTIONAL Change onThePlanet!" wall signage as shown 1 I SIGN 1 on plan Any additional attached signage on X EXISTING H/C NEW SEAL ON EXISTING PARKING ASPHALT DRIVE canopy, wall or window shall require approved m - EXISTING STANDARD PARKING y CityofSanfordPlanningDepartment. EXISTING STANDARD PARKING ' THIS IS AN OfIK31NALUNPUBUSHED DRAWING CREATED BY ENTERA BRANDING. RIG GUBNIRED FOR YOUR PERSONAL L IN CONNEWN Underwriters WHAPROJECTBEINGPLANNEDFORYIXBYENTERA BRANOINO. IT 19 NOT TO BE SHOWNR Laboratories Inc.® ANYONE OUTSIDE pUR ORGANIZA ON.NOR Your total bran ding solution S LISTED SIT TO0EUSE0..REPRODUCED.COPIED.OR E-IGNED IN ANY FASHION. H: MARKETING DESIGN / CDR / T / TAKE 5 / SANFORD, FL. 3767 ORLANDO DR. #1091.edr CLIENT: TAKE 5 SCALE: NTS REV.1 X100( REV: xao LOCATION: SANFOflD, FL DATE: 08.11.16 REV.3 x>uDc DRAWN Or. ZM DWG. NO.: SANFORD, FL-3767 ORLANDO DR.#1091 REV.4 am o v 3 o c o 00 — L O L c U N N Q a-+ M O0 N E YN UO toN 3 >_ p N a i oo 4-1 0 3 4 v o cum o c a cr rn v o N M r L r6 c LnMOQ3 o . 1 W m O >, a 41 N c a 0 CJ m U O U 29'-9 15/16" LU r a a o a y DD100000000D NO5ffm TME0&AME00 L. E.D. CHANNEL LETTER MOUNTING DETAIL (EXTERIOR) A.. 040" x 5" BLACK ALUMINUM RETURNS B. 111 BLACK JEWELITE TRIM CAP C. CHANNEL LETTERS:.050" ALUMINUM BACKS LOGO:. 063" ALUMINUM BACKS D. CHANNEL LETTERS:.118 2037 YELLOW PCB FACES E. WHITE GE NB 1111 LEDs F POWER CABLE STARTING FROM POWER SUPPLY THEN LETTER TO LETTER G. 1/4" WEEP HOLES AS REQUIRED (FOR EXTERIOR INSTALLATION ONLY) THISI FORYANORIGINALONALUUNPUBLISHED NNEDRAWINGCrCREATED BY ENTERA BRANDING. IT IS SUB.-ED FOR YOUR PERSONAL USE IN CONNECTION underwriters WITH APROJECTBEINGPUNNEDFOR, ENrERABRANDING. I IS NOT TO BE SHOWN TO ANYYour total branding solution • Laboratorieslnc.® ISIOTOEUSED,REPRODUCED, COPIED, OR E—BITED IN ANY FASHION, H. SILICONE BEAD AROUND THE INSIDE OF RETURN AND BACK TO SEAL FROM WATER LEAKAGE I. 1/ 4" LAGBOLTS OR 3/8" THREADED RODS WITH 2" x 4" WOOD BLOCKING AS REQ'D J. 3/8" RIV NUTS K.1/2" SEALTITE CONDUIT RUNNING TO SECONDARY CONNECTION NOTE: GENERAL CONTRACTOR TO HAVE PRIMARY CONNECTION HOOKED UP L. STANDARD POWER SUPPLY HOUSED IN A WEATHERPROOF SHEET METAL BOX TYPICAL WALL SECTION: NOT TO SCALE H: MARKETING DESIGN / CDR / T /TAKE 5 / SANFORD, FL - 3767 ORLANDO DR. #1091.cdr CLIENT: TAKE 5 SCALE: 3/8" = 1'-0- REV 6x LOCATION: SANFORD, FL DATE: 08.11.16 REV2 REVS f000c X700( DRAWN BY: ZM DWG. NO.: SANFORD, FL-3767 ORLANDO OR.#1091 REV7 Xp0( 1?,f 1-7-47t) APPROVED PEA 2- t'1,,.- 1'-3" CHANNEL LETTERS = 37.29 SO FT PROPOSED = 37.29 SO FT ALLOWED (32'-0" X 1.5 SO FT) = 48 SO FT Based on 32.79 linear feet of building'length ok to install 37.29 square feet of "Fastest Oil Change on The Planet!" wall signage as shown on plan Any additional attached signage on canopy, wall or window shall require approved by City of Sanford Planning Department. E / T' OISANONNRSO UNPUBUSHED EINCONNECT NO N CREATED BY ENTERA BRANDING. N IS SUBMITTED FOR YOUR PERSONAL USE IN CONNECTUNnerwntersNRAPROJECTBEINGPANNEDFOROU8ENTERABRANDING. IT 8 NOT TO BE SHOWN TO LaboratoriesInc.. ANYONE OUTSIDE YOUR NOR Your total branding solution SLED SRT00E-8EEDINANYRK REPRODUCED, COPIED, M H: MARKETING DESIGN / CDR / T/ TAKE 5 / SANFORD, FL"3767 ORLANDO DR. #1091.cdr CLIENT: TAKE 5 SCALE: 1/8" = 1'•0" REVI D= REV2 xxxx LOCATION: SANFORD, FL DATE: 08.11.16 REV3 x10CC DRAWN BY: ZM DWG. NO.: SANFORD, FL • 3767 ORLANDO DR. #1091 REV4 700IX A S And E, Inc. 24710 State Road 54 (813) 948-2812 Name: Wind Speed Mean Height Entera 140 mph 60 ft rl jibou Project: Take 5 rax: (513) U4U-YU9b All Wind Loads meet 5th Edition 2014 Florida Building Code Wind Code ASCE 7-10 Exposure C Risk Category n Wind Pressure (WP) 48.19 psf GC(p) 1.40 Total Pressure = WP*SF 67.47 psf 29''„75. Ql_'-'RL5 1! Wq'Dd nLi 75Letter Height (in) 1 ft Letter Width (in) 1 ft Area 1.5625 sq ft Number of Bolts 4 Shear Value 160 Ibs Tension Value 220 Ibs Shear per bolt = Area * 10 psf Tension per bolt =Pressure * Area 3 in 3 in Based on 32.79 linear feet of building length ok to install 37.29 square feet of "Fastest Oil Change on The Planet!" wall signage as shown on plan Any additional attached signage on canopy, wall or window shall require approved by City of Sanford Planning Department. Connection Notes: For Each Letter use ( 4) - 1/4" ala. s/s lag screws wan a minumum 2" embedment depth into structural blocking. Or use ( 4) - 1/4" dia. Simpson Sleeve -All anchor bolt: with a minimum 1-1/2" embedment depth into structural concrete blocking. Or use (4) - 1/4" dia. s/ s threaded thru bolts with minimum 2" square washers into structural 2x4 wood blocking. 3. 91 Ibs 15. 81 lbs Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value Bolt Value 0.10 < 1.00 O.K. ::= General Notes: Connection design only. All wind load calculations based on code reference section 1609, which references ASCE 7. Shape factor are determined per ASCE 7. If site conditons differ from stated reference contact A S and E, Inc. f7 Mert W. Wall, PE FI Reg #46021 QV7475 l PPRO"v ad) lrL V; 29'-9 5" Based on 32.79 linear feet of building length ok to install 37.29 square feet of "Fastest Oil Change on The Planet!" wall signage as shown on plan Any additional attached signage on canopy, wall or window shall require approved by City of Sanford Planning Department. NOTES: FACES: .118" YELLOW #2037 POLYCARBONATE RETURNS: .040" X 5" SATIN BLACK (STITCHED) BACKS: .050" ALUM 1 " WAGNER JEWELITE: SATIN BLACK FINISH LED: GE TETRA MAX LED 1 /4" 0 WEEP HOLES W/LIGHT BAFFLES MIN 2 PER LETTER) PLACE RETURN SEAMS IN TOPS OF LETTERS TO MINIMIZE VISIBILITY. ELECTRICAL NOTE —ACTUAL # OF CIRCUITS TO BE DETERMINED BY A LICENSED ELECTRICAL CONTRACTOR. TOTAL AMPS: .65 OF CKTS: 1 @ 20 AMP(RECOMMENDED) VOLTS: 120 ELECTRICAL CONNECTION AS FOLLOWS: GREEN TO GREEN (GROUND), WHITE TO WHITE (NEUTRAL), BLACK TO BLACK (POWER). ALL SIGNAGE WILL BE (U.L.) LISTED, (U.L.) 2161 COMPLIANT AND CARRY (U.L) LABELS. 5"x.040" ALUM RETURNS 1 " JEWELITE 050" ALUM. BACK 118" YELLOW #2037 POLYCARBONATE FACE GE NB1111 LEDS STRAIN RELIEF WEEP HOLE W/LIGHT BAFFLE BLOCKING AS NEEDED) j D ROD (J" AS S12-60 R SUPPLY S 2 UL. JTED IN BOX SCONNECT SWITCH DWER CABLE W VOLTAGE FIELDED RMT LED LETTER CROSS SECTION SCALE: NTS (REFERENCE ONLY) EQUIPMENT GROUNDED kill GENERAL NOTE: MINIMUM #8 SHEET METAL SCREWS ARE TO BE USED FOR SECURING THE FACE TO THE LETTER RETURN. THE MAXIMUM SPACING SHALL NOT EXCEED 10" AND NO FEWER THAN FOUR SCREWS ARE TO BE USED PER FACE. RIVE CLIENT: SCALE: DATE: PA'NAMA CITY FL 32401 TM ISMORI "^IL DR^WM TAKE 5 1:30 7/6/2016ENIWERA, No. Ir IS SUBWMM FOR YOUR PER10 0L USE 0® PH: 850-763-7982 M l®P INOWE71014WMAPmxEcrBEmRlAmEDFOR you FILE LOCATION: PAGE TYPE: kk BYeiIERA,INO. ITISNOTTOBEMOW NTOANY ONE G:\ENGINEERING\CUSTOMER\TAKE 5 PRESENTATION FAX: 850-392-0673 ® °® ORGAO+.OISTOBEusED LISTED REPRODUCED, COPIEDOR EmBnED IN AW FASHM DRAWN BY: DRAWING NUMBER: PAGE NUMBER: Your total branding solutionWWW.enterabranding.com STEVE BERTRAND TK5022 PAGE 1 OF 2 Nt 4EjU l A 5 and E, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 FA 5 TEO T OIL CHA NGE DOD N THE PL ME T GE NB1111 WHITE 190 MOD @ 95 LFT 1) 60W POWER SUPPLY f I7-yes APPROVED 37- F-•-•- Sie i G DEP 4 a Based on 32.79 linear feet of building length ok to install 37.29 square feet of "Fastest Oil Change on The Planet!" wall signage as shown on plan Any additional attached signage on canopy, wall or window shall require approved by City of Sanford Planning Department. MATERIAL LIST: 1 EA LED0033 95 LFT LED0111 1 EA ELT0041 1 EA ELT0015 60 EA ELT0199 30 EA ELTO198 GEPS12-60 POWER SUPPLY GE NB1111 WHITE LEDS DISCONNECT SWITCH UL TRANSFORMER CAN CONDUIT LOCKNUT X 18" PAIGE WALL BUSTER 1200 ENTERA DRIVE 01 11 rcLIENT: SCALE: DATE: THSISM OR04ALUNPUBLOHMDRAWPgCRFA1EDBY TAKE 5 1:30 7/6/2016 PANAMA CITYEN7ERA, FL32401nnEN7ERA,INC. rrIss WnEDFOR YI PMMUSE PH: 850- 763-7982 J (DI1® 9 IN APRaJECT r FOR YOU FILE LOCATION: PAGE TYPE: aMa)u 4A B ENTERA,INC. rrISNOTTOBESHOIINTOANYONE G:\ENGINEERING\CUSTOMER\TAKE 5 LED LAYOUT FAX: 850 — 39 2 — 0673 LISTED °1DEYOUR ORGANIZATION, NOR IS TO BE USED REPRODUCED, COPIED, ORp UTEDINANYFA KX DRAWN BY: DRAWING NUMBER: PAGE NUMBER: Your total branding solution www.enterabranding.com STEVE BERTRAND TK5022 PAGE 2 OF 2 ana t, Inc. CA 7882 24710 State Road 54 Lutz, FL 33559 PH: (813) 948-2812 1{ Strut (if applicable) not shown for clarity. galvanized steel top e. Each fixture attached our 1/4" x 3/4" screws. lut 109) galvanized steel top fixture. Each fixture attached Il with two 1/4" x 3/4" screws. Hn A push nut Optional low head room top bracket The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. See jamb attachment details for more information about attaching jambs to structure. Details on some views may have been omitted for clarity. 1" overlap (.06) min. wall thickness (.086) galvanized stet 6063-T5 extruded aluminum flag bracket fastened t wood jamb with thre 5/16" x 1-5/8" wood la screw; 2" (min) x .045 (min) Flag bracket attachedgalvanizedsteeltracktohorizontaltrack with two 1/4" x 5/8" track bolts and nuts. nominal 2" (min.) 0 10 (min.) ball roller Q End Hinge galvanized steel fastened towithnylonorsteeltread. o section with four 1/4" x 3/4" 8 3-1/2" (min) stescrews each .m -o— , push nut 2" ( max. for .058 thick)—, 2-3/4" 4" ( max. for .109 thick) po0 102) galvanized steel bottom bracket. Each bracket attached with four red 1/4" x 3/4" screws. push nut o (. 109) galvanized steel o bottom bracket Each p bracket attached with four 1 red 1/4" x 3/4" screws. nut a° o-- V.. J Z Flag bracket attached to vertical track with two 1/4" x 5/8" track bolts and nuts. Or two 1/4" x 11/32" rivets. 102) galvanized steel track 0 bracket fastened to wood jamb gIntermediate Hinge with one 5/16" x 1-5/8" wood 058) galvanized steel lag screw per bracket. pm 8 fastened to section with ° four 1/4" x 3/4" screws. Each track bracket attached with 2- 3/4" one 1/4" x 5/8" track bolt and nut. Or two 1/4" x 11/32" riven. Aluminum extrusion Optional low head room bottom bracket Vinyl weatherstrip FL 1 2 O V 5 R No. 51737 0 STATE OF i - • RC OR QP SIONAL Professional Engineer's seal provided only for verification of windload construction details. John E. Scates, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 8' see chart for other heights 12'-2" (see chart for other widths) maximum opening size is door width less 2" n tl tl n_ i tl v a' v C tl tl itl'I Intermediate Hinge 4D 2 Top Fixture 4D 2 End Stile Optional Lites with vinyl retainer see window options) 3B 2 End Hinge Bottom Fixture This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. Digitally signed by John E. Scates, P.E. Per ASCE 7-10, Design Pressures (DP) typically meet or exceed the requirements for the following wind speeds. Date: 2015.04.27.14:17:59-05'00' These exposure "B" wind speeds are for 8' high doors on 30' tall buildings. Width Desi Pressure Wind Speed Windows Center Stiles 19'-06" 10.1 s / - 11.3(psf) I I I (mph) YES 4 18'-02" 11.6 s /- 13.0 sf) 119 (mph) YES 4 16-02" 14.7 s / - 16.4 sf) 133 (mph) YES 3 14'-02" 19.1 s /-21.4 sf) 151 (mph) YES 3 12'-02" 20.8 s / - 29.0 sf) 157 (mph) YES 2 10'-02" 20.8 s, /-41.5 sf) I56 (mph) YES 2 09'-06 20.8 s / - 47.6 s 155(mph)YES 1 09'-02" 20.8 s 51.1 s 155 (mph) YES I1 Center Stile quantity is minimum per section. 4 Supporting structural elements to be designed by registered professional engineer for specified wind loads. If door is not electrically operated, a lock must be installed. Maximum door height: 24'-0" Maximum section height: 24" Professional Track Bracket No.0737 0 STATE OF ' Au( cCOR%QQ%(9 sS/ONAL N FLU 120661 3 /811111 i`` tineer's seal provided only for verification of windload construction details. John E. Scales, P.E. 3121 Fairgate Drive Carrollton, Texas 75007 Florida P.E. # 51737 Window Options: max daylight opening 49-1/8" x 19" 1/8" DSB 1/8" Polycarbonate 1/4" Tempered Glass 049" Aluminum Panel 7/16" thick (see FZ5-12-64305) 7/16" Insulated Glass 7/16" Tempered Insulated Glass 7/16" Insulated Aluminum Panel c y a c M in H aDoorHeight 6-0" to 8'-0" 4 0 4 8'-3" to 10'-0" 5 0 5 10'-3" to 12'-0" 6 0 j 6 12'-3" to 14'-0" 7 0 8 14'-3" to 16'-0" 8 0 9 16-3" to 18'-0" 9 0 10 18'-3" to 20'-0" 10 0 12 20'-3" to 22'-0" 11 0 13 22'-3" to 24'-0" 12 0 14 Track bracket quantities shown are for use with grade 2 or better spruce -pine -fir (SPF) or southern pine jambs. Supplemental Instructions contain details for doors up to 24'-0" high. These are required in addition to this drawing for installation. Always use supplemental instructions in addition to this drawing during door installation. The attached plans/documents have been submitted by: IE_M _E RA y 1 N C 17 R R O R A T E 0 141 Mack Bayou Loop. Suite 303. Santa Rosa Beach, FL 32459 Office 850.837.7444 Fax 850.837.7677 emeraldcoastpermitting@cox.net w.emeraldcoast ermittin .com AUG 31 2016 py: 1 Please direct all questions and comments to this office. PROJECT: Take 5 Oil Change #1091— Exterior Modifications Permit 3767 S. Orlando Drive Sanford, FL 32772 Date submitted to City of Sanford Building Department: August 30, 2016 Via Physical Submittal t 4 Land Science' Technologies NOV 232d16 A & Advanced Vapor Management Technology PERMIT # & _ 42 Sr Zp Geo-SealO Vapor Intrusion Barrier System ence echnologies Advanced Vapor Management Technology HTORY Land Science' Technologies Land Science Technologies (LST) TM is dedicated to providing advanced technologies for sustainable land development. A goal of LST is to provide innovative and technically sound development solutions for underutilized environmentally impaired properties, commonly referred to as Brownfields. LST's cost-effective, industry leading technologies offer engineering firms and real estate developers solutions to issues facing the development of Brownfields today. LST is a division of Regenesis, Inc., a global leader in groundwater and soil remediation technologies since 1994. REGENESIS www.regenesis.com M Geo-SealTM is an advanced composite gas vapor management technology (patent pending) designed to eliminate potential indoor air quality health risks associated with subsurface contaminant vapor intrusion. Geo-Seal is an ideal gas vapor management technology designed for use on Brownfields or any type of environmentally impaired site, i.e. manufacturing facilities, dry cleaners, gasoline service stations, landfills, etc. Geo-Seal is placed between the foundation of the building and the soil pad to eliminate vapor exposure pathways and stop contaminated vapors from permeating through the slab. Vapor management systems incorporating both Geo-Seal vapor barrier and Vapor -Vent ventilation provide industry leading sub -foundation vapor mitigation technology. By deploying these systems developers ensure a healthy indoor environment while reducing the cost of site remediation and expediting site construction. Triple -Layer Protection The triple -layer system used in Geo-Seal provides maximum redundancy and protection against the formation of vapor pathways both during and after installation. Such pathways can result from chemically induced materials breakdown, punctures, and seam weaknesses resulting from poor detail work and/or application installation imperfections around penetrations. Geo-Seal also provides,. unmatched protection from a range of contaminant vapors including those from petroleum -based products and chlorinated hydrocarbons. , 1' j. Field -Proven Technology Geo-Seal is manufactured in partnership with E ProTM ,Sys' has over 20 years experience in the building pr Aucts du leading track record in barrier systems for vapor;an IIII a applications. TUBES Dual Chemical Resistant Layers The BASE layer (bottom) and the BOND layer (top) are composed of a high -density polyethylene material bonded to a geo-textile on the out -facing side. High density polyethylene is known for chemical resistance, high tensile strength, excellent stress -crack resistance and for highly reliable subsurface containment. The geo-textile which is physically bonded to the chemical resistant layer accomplishes two goals; it allows the BOND layer to adhere to slab, and provides a friction course between the BASE layer and the soil. Spray Applied CORE Layer The CORE layer is composed of a unique, elastic co -polymer modified asphaltic membrane which also provides additional protection against vapor transmission. This layer creates a highly -effective seal around slab penetrations and eliminates the need for mechanical fastening at termination points. Chemical Resistance The dual chemical resistant layers combined with the spray CORE form a barrier resistant to the most concentrated chemical pollutant vapors. Enhanced Curing Geo-Seal is "construction friendly as the reduced curing time of the Geo-Seal CORE layer and the ability to apply it in cooler temperatures ensures quick installation and minimizes the impact on construction schedules. Puncture Resistance Geo-Seal forms a highly puncture resistant barrier that greatly reduces the chance of damage occurring after installation and prior to the; placement of concrete. Removing Contained Vapors Vapor-Vertt can be used in conjunction with Geo-Seal to alleviate the buildup of vapors beneath structures as a -result of vapor barrier implementation. Vapor - Vent can be utilized as an active or passive ventilation system depending on the requirements of the design engineer. Certified Applicator Network The application of Geo-Seal and Vapor -Vent can be performed by any, one of many certified applicators throughout the country. Service and Support Geo-Seal representatives are available to provide job and site specific assistance. A local representative can ensure Geo-Seal and Vapor -Vent is installed as per the specification. IAGRAM jI I I I I i i I I i Siom Application `Diagram Diagram Labels I i Geo-Seal BASE is the foundational; chemical resistant, bottom layer that is rolled out onto the exposed soil surface. This layer is applied with a geo-textile side facing down to provide greater fi•iction with the soil surface. The Geo-Seal BASE Layer is a high-q liality substrate and enables the second, spray -applied CORE Layer to be free of shadowin" and pinholes. i layer' Geo-Seal CORE is the spray -applied, middle la er of the Geo-Seal barrier that ensures proper sealing of potential vapor pathways. Problematic pipe penetrations and effective seals at termination points are easily detailed and sealed with the utilization of the CORE Layer. A Geo-Seal BOND is the proprietary top layer that completes the triple layered Geo-Seal barrier. The BOND layer ` serves two purposes; - it helps protect the 4 system from getting punctured after installation Qjkandprovides the final layer of chemical resistance. Q Vapor -Vent: When used with Geo-Seal provides maximum protection against contaminated vapor Eliminates the need fort enehmg Cost-effective compared to pipe and ravel systems Eliminates long-term costs when configured as a passive system Allows for rapid installation' s Mixed Sources A J't J'{ roJuc well-m geJ r> •< Pores; ont olletl souice,and `«% cycled woodar flLer FSC rinted on recycled paperausinq soy ink 7 u 0— Land ScienceTM4 Technologies Land -Science Technologies 1011 Calle Sombra Suite 110 San Clemente, CA 92673 Ph. 949-366-6000 Fax. 949-366-8090 www.landsciencetech.com Land Science' Technologies www.Iandsciencetech.com Product Data Sheet Geo-SealT"" CORE Geo-SealTM CORE is an elastic water -based co -polymer modified asphaltic membrane spray applied to a minimum dry thickness of 60 mils. The CORE material has exceptional bonding to a wide variety of substrates and will build up to the specified thickness in a single application. Since the CORE material is water -based, there is little or no odor during or after product application, making it safe for use in sensitive areas. This material can also be applied to green concrete as it exhibits exceptional bonding capability that will not delaminate from the intended substrate. The seamless application of the CORE material makes for easy installation around penetrations, uneven surfaces and oddly shaped areas. Approvals: City of Los Angeles RR# 25478, NSF San Clemente / CA / 92673LandScienceTechnologies, Inc. / 1011 Calle Sombra / / Ph. 949-366-8000 / F. 949- 366-8090 Suite 110 COVERAGES TEST METHOD UNITS Application to BASE Layer 60 mils 17 ft / al Typical Uncured Properties Specific Gravity ASTM D 244 1.00 Viscosity ASTM D 1200 25 centi oise PH 12.3 Flammability ASTM D 3143 500 F Color Brown to Black Non -Toxic No Solvents Shelf Life 6 months Typical Cured Properties Tensile Strength ASTM 412 32 psi Elongation ASTM 412 4.140% Resistance to Decay ASTM E 125 Section 13 4% Perm Loss Accelerated Aging ASTM G 23 No Effect Moisture Vapor Transmission ASTM E 96 0.088 / ftper hour Hydraulic Water Pressure ASTM D 751 26 psi Perm Rating ASTM E 96 US Perms 0.21 Methane Transmission Rate ASTM D 1434 Passed Adhesion to Concrete Masonry ASTM C 836 & ASTM C 704 11 Ibf /inch Hardness ASTM C 836 80 Crack Bridging ASTM C 836 No Cracking Low Tem Flexibility ASTM C 836-00 No Cracking at -20 C Resistance to Acids Acetic 30% Sulfuric and Hydrochloric 13% Temperature Effect: Stable 248 F Flexible 13 F Packaging: 330 al. totes or 55 al. drums Land Science" Product Data Technologies Sheet www.landsciencetech.com Geo-SealTM CORE DETAIL Geo-SeaITM CORE DETAIL is ideally used to perform detailing and repairs to the Geo-Seal system. It is also ideal for those areas where the necessary clearance is not available for the application of the Geo-Seal spray. This proprietary and unique material can be used all at once or over a period of a few days without breaking down or hardening. Geo-Seal CORE DETAIL is water -based and can be applied to green concrete with exceptional bonding capability that will not delaminate from the intended substrate. Geo-Seal CORE DETAIL's viscosity allows high build applications to be done easily due to its ability to set quickly and get jobs done fast. Approvals: City of Los Angeles RR# 25478 (for methane and waterproofing), NSF Standard 61 for potable water containment San Clemente / CA / 92673 Ph. 949-366-8000 / F. 949- 366-8090 Land Science Technologies, Inc. / 1011 Calle Sombra / Suite 110 / PROPERTIES TEST METHOD UNITS TYPICAL UNCURED PROPERTIES Specific Gravity 1.034 Viscosity 9m-13m centi oise PH 11.5 Flammability 270 F Color Brown to Black Non -Toxic No Solvents Shelf Life 6 months TYPICAL CURED PROPERTIES Initial Cure 30 minutes Final Cure 24-24 hours Tensile Strength ASTM 412 32 psi Elongation ASTM 412 3.860% Resistance to Decay ASTM E 125 Section 13 9% Perm Loss Accelerated Aging ASTM G 23 No Effect Moisture Vapor Transmission ASTM E 96 0.088 al/ft per hour Hydrostatic Water Pressure ASTM D 751 28 psi Perm Rating US Perms ASTM E 96 0.17 Methane Transmission Rate ASTM D 1434 0 Adhesion to Concrete Masonry ASTM C 836 7 Ibf/inch Hardness ASTM C 836 85 Crack Bridging ASTM C 836 No Cracking Low Temp Flexibility ASTM C 836-00 No Cracking at -20 C Resistance to Acids Acetic 30% Sulfuric and Hydrochloric 15% COVERAGES 60-mils (dry) 19 ft / al Packaging: Available in 1 or 5 al. buckets C. Land Science" Technologies www.landsciencetech.com Product Data Sheet Geo-SealTm BASE Layer The Geo-SealTm BASE layer is comprised of a high strength laminated HDPE membrane that is thermally bonded to a polypropylene geotextile giving the BASE layer a high puncture resistance (Class A Rating) as well as high chemical resistance. The BASE layer is installed over the substrate with the HDPE side facing up and provides the ideal surface for the application of the Geo-Seal CORE component. Land Science Technologies, Inc. / 1011 Calle Sombra / / / / PROPERTIES TEST METHOD Geo-Seal BASE Film Thickness 5 mil Composite Thickness 18 mil Tensile ULT ASTM D 882 MD 37.3 Ibs / in ASTM D 882 TD 32.0 Ibs / in Elongation ULT ASTM D 882 MD 51.00% ASTM D 882 TD 55.30% Dart Impact ASTM D 1709 Method A 1070 ms Method B 594 ms Modulus ASTM D 882 MD 295.5 Ibs / in ASTM D 882 TD 270.6 Ibs / in Elmendorf Tear ASTM D 1922 MD 5,260 ms ASTM D 1922 TD 5,140 ms Puncture Prop. Tear ASTM B 2582 MD 11,290 ms ASTM B 2582 TD 13,150 ms Beach Puncture Tear ASTM D 751 MD 160 Ib / in ASTM D 751 TD 165 Ib / in Permeability water vapor) ASTM E96 0.214 Chemical Resistance Excellent Packaging: 15'x150' = 100 Ibs W Land Science' Technologies www.landsciencetech.com Product Data Sheet Geo-SeaITm BOND Layer The Geo-SealTm BOND layer is comprised of a high strength laminated HDPE membrane that is thermally bonded to a polypropylene geotextile giving the BASE layer a high puncture resistance (Class A Rating) as well as high chemical resistance. The BOND layer is installed as a protection course over the BASE and CORE layers with the geotextile side facing up. The BOND layer also provides an excellent substrate and friction surface for concrete to adhere to. Land Science Technologies, Inc. / 1011 Calle Sombra / Suite 110 / San Clemente / CA / 92673 Ph. 949-366-8000 / F. 949- 366-8090 PROPERTIES TEST METHOD Geo-Seal BOND Film Thickness 5 mil Composite Thickness 18 mil Tensile ULT ASTM D 882 MD 37.3 Ibs / in ASTM D 882 TD 32.0 Ibs / in Elongation ULT ASTM D 882 MD 51.00% ASTM D 882 TD 55.30% Dart Impact ASTM D 1709 Method A 1070 ms Method B 594 ms Modulus ASTM D 882 MD 295.5 Ibs / in ASTM D 882 TD 270.6 Ibs / in Elmendorf Tear ASTM D 1922 MD 5,260 ms ASTM D 1922 TD 5,140 ms Puncture Prop. Tear ASTM B 2582 MD 11,290 ms ASTM B 2582 TD 13,150 ms Beach Puncture Tear ASTM D 751 MD 160 lb / in ASTM D 751 TD 165 lb / in Permeability water vapor) ASTM E96 0.214 Chemical Resistance Excellent Packaging: 15'x150' = 100 Ibs Land Science Technologies www.Iandsciencetech.com Product Data Sheet Geo-SealTm Reinforcement Fabric The Geo-SealTm Reinforcement Fabric is a textile material composed of staple fibers hydraulically entangled, which is composed of 100% polyester. The basic use of the Geo- Seal Reinforcement Fabric is designed to act as reinforcement when used in conjunction with Geo-Seal CORE spray applied membrane. CHEMICAL EXPOSURE (at room temperature) STRENGTHENED RETAINED imethyl Formamide 1000 hours 100% Ethylene Glycol 1000 hours 100% 1% Sodium Hydroxide 6 hours 100% 0% Sulfuric Acid 150 hours 54% erchlorethylene 1000 hours 100% Acetone 1000 hours 100% Distilled Water 1000 hours 100% HYSICAL PROPERTY DATA Weight/Square (lbs.) ASTM D 3776 1.1 Oz./Sq./Yd. (oz.) ASTM D 3776 1.6 Bulk (mills) 22 Dry Tensile -MD (lbs.) ASTM D1777 25 Dry Tensile -CD (lbs.) ASTM D 1777 18 Elongation -MD (per/cent) ASTM D 1682 45 Elongation -CD (per/cent) ASTM D 1682 100 Mullen Burst (P. S. I.) ASTM D 3786 35 Packaging: 6" x 360', 12" x 360' Land Science Technologies, Inc. / 1011 Calle Sombra / Suite 110 / San Clemente / CA / 92673 Ph. 949-366-8000 / F. 949- 366-8090 Geo-Seal® Vapor Intrusion Barrier 02 56 19.13 Fluid -Applied Gas Barrier Version 1.4 Note: If membrane will be subjected to hydrostatic pressure, please contact Land Science TechnologiesT"' for proper recommendations. PART 1 — GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including general and supplementary conditions and Division 1 specification sections, apply to this section. 1.2 SUMMARY A. This section includes the following: 1. Substrate preparation: 2. Vapor intrusion barrier components: 3. Seam sealer and accessories. B. Related Sections: The following sections contain requirements that relate to this section: 1. Division 2 Section "Earthwork", "Pipe Materials", "Sub -drainage Systems", "Gas Collection Systems": 2. Division 3 Section "Cast -in -Place Concrete" for concrete placement, curing, and finishing: 3. Division 5 Section "Expansion Joint Cover Assemblies", for expansion -joint covers assemblies and installation. 1.3 PERFORMANCE REQUIREMENTS A. General: Provide a vapor intrusion barrier system that prevents the passage of methane gas and/or volatile organic compound vapors and complies with physical requirements as demonstrated by testing performed by an independent testing agency of manufacturer's current vapor intrusion barrier formulations and system design. 1.4 SUBMITTALS A. Submit product data for each type of vapor intrusion barrier, including manufacturer's printed instructions for evaluating and preparing the substrate, technical data, and tested physical and performance properties. B. Project Data - Submit shop drawings showing extent of vapor intrusion barrier, including details for overlaps, flashing, penetrations, and other termination conditions. C. Samples — Submit representative samples of the following for approval: Vapor intrusion barrier components. D. Certified Installer Certificates — Submit certificates signed by manufacturer certifying that installers comply with requirements under the "Quality Assurance" article. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has been trained and certified in writing by the membrane manufacturer, Land Science Technologies TM" for the installation of the Geo-Seal® System. Manufacturer Qualification: Obtain vapor intrusion barrier materials and system components from a single manufacturer source Land Science Technologies. C. Field Sample: Apply vapor intrusion barrier system field sample to 100 ft2 (9.3 m2) of field area demonstrate application, detailing, thickness, texture, and standard of workmanship. Notify engineer or special inspector one week in advance of the dates and times when field sample will be prepared. If engineer or special inspector determines that field sample, does not meet requirements, reapply field sample until field sample is approved. 3. Retain and maintain approved field sample during construction in an undisturbed condition as a standard for judging the completed methane and vapor intrusion barrier. An undamaged field sample may become part of the completed work. D. Pre -installation Conference: A pre -installation conference shall be held prior to application of the vapor intrusion barrier system to assure proper site and installation conditions, to include contractor, applicator, architect/engineer, other trades influenced by vapor intrusion barrier installation and special inspector (if any). 02 56 19.13-1 0 2012 Land Science Technologies 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to project site as specified by manufacturer labeled with manufacturer's name, product brand name and type, date of manufacture, shelf life, and directions for storing and mixing with other components. B. Store materials as specified by the manufacturer in a clean, dry, protected location and within the temperature range required by manufacturer. Protect stored materials from direct sunlight. If freezing temperatures are expected, necessary steps should be taken to prevent the freezing of the Geo-Seal CORE and Geo-Seal CORE Detail components. C. Remove and replace material that cannot be applied within its stated shelf life. 1.7 PROJECT CONDITIONS A. Protect all adjacent areas not to be installed on. Where necessary, apply masking to prevent staining of surfaces to remain exposed wherever membrane abuts to other finish surfaces. B. Perform work only when existing and forecasted weather conditions are within manufacturer's recommendations for the material and application method used. C. Minimum clearance of 24 inches is required for application of product. For areas with less than 24-inch clearance, the membrane may be applied by hand using Geo-Seal CORE Detail. D. Ambient temperature shall be within manufacturer's specifications. (Greater than +450F/+70C.) Consult manufacturer for the proper requirements when desiring to apply Geo-Seal CORE below 45°F/70C. E. All plumbing, electrical, mechanical and structural items to be under or passing through the vapor intrusion barrier system shall be positively secured in their proper positions and appropriately protected prior to membrane application. F. Vapor intrusion barrier shall be installed before placement of fill material and reinforcing steel. When not possible, all exposed reinforcing steel shall be masked by general contractor prior to membrane application. G. Stakes used to secure the concrete forms shall not penetrate the vapor intrusion barrier system after it has been installed. If stakes need to puncture the vapor intrusion barrier system after it has been installed, the necessary repairs need to be made by a certified Geo-Seal applicator. To confirm the staking procedure is in agreement with the manufactures recommendation, contact Land Science Technologies. 1.8 WARRANTY A. General Warranty: The special warranty specified in this article shall not deprive the owner of other rights the owner may have under other provisions of the contract documents, and shall be in addition to, and run concurrent with, other warranties made by the contractor under requirements of the contract documents. B. Special Warranty: Submit a written warranty signed by vapor intrusion barrier manufacturer agreeing to repair or replace vapor intrusion barrier that does not meet requirements or that does not remain methane gas and/or volatile organic compound vapor tight within the specified warranty period. Warranty does not include failure of vapor intrusion barrier due to failure of substrate prepared and treated according to requirements or formation of new joints and cracks in the attached to structures that exceed 1/16 inch (1.58 mm) in width. Warranty Period: 1 year after date of substantial completion. C. Additional warranties are available upon request to the manufacturer. PART 2 — PRODUCTS 2.1 MANUFACTURERS A. Geo-Seal; Land Science Technologies TM', San Clemente, CA. (949) 481-8118 1. Geo-Seal BASE sheet layer 2. Geo-Seal CORE spray layer and Geo-Seal CORE Detail 3. Geo-Seal BOND protection layer 2.2 VAPOR INTRUSION BARRIER SPRAY MATERIALS A. Fluid applied vapor intrusion barrier system — Geo-Seal CORE; a single course, high build, polymer modified, asphalt emulsion. Waterborne and spray applied at ambient temperatures. A nominal thickness of 60 dry mils, unless specified otherwise. Non -toxic and odorless. Geo-Seal CORE Detail has similar properties with greater viscosity and is roller or brush applied. Manufactured by Land Science Technologies. 02 56 19.13-2 2012 Land Science Technologies B. Fluid applied vapor intrusion barrier physical properties. Geo-Seal CORE - TYPICAL CURED PROPERTIES Properties Test Method Results Tensile Strength -CORE only ASTM 412 32 psi Tensile Strength-Geo-Seal System ASTM 412 662psi Elongation ASTM 412 4140% Resistance to Decay ASTM E 154 Section 13 4% Perm Loss Accelerated Aging ASTM G 23 No Effect Moisture Vapor Transmission ASTM E 96 026 g/ft2/hr Hydrostatic Water Pressure ASTM D 751 26 psi Perm rating ASTM E 96 (US Perms) 0.21 Methane transmission rate ASTM D 1434 Passed Adhesion to Concrete & Masonry ASTM C 836 & ASTM C 704 11 Ibf./inch Hardness ASTM C 836 80 Crack Bridging ASTM C 836 No Cracking Heat Aging ASTM D 4068 Passed Environmental Stress Cracking ASTM D 1693 Passed Oil Resistance ASTM D543 Passed Soil Burial ASTM D 4068 Passed Low Temp.Flebbility ASTM C836-00 No Cracking at-20°C Resistance to Acids: Acetic 30% Sulfuric and Hydrochloric 13% Temperature Effect: Stable 248°F Flexible 13°F Geo-Seal CORE Detail — TYPICAL CURED PROPERTIES Properties Test Method Results Tensile Strength ASTM 412 32 psi Elongation ASTM 412 3860 % Resistance to Decay ASTM E 154 Section 13 9%Perm Loss Accelerated Aging ASTM G 23 No Effect Moisture Vapor Transmission ASTM E96 026 ft2/hr Hydrostatic Water Pressure ASTM D 751 28 psi Perm rating (US Perms) ASTM E 96 0.17 Methane transmission rate ASTM D 1434 Passed Adhesion to Concrete & Masonry ASTM C 836 7 Ibf./inch Hardness ASTM C 836 85 Crack Bridging ASTM C 836 No Cracking Low Temp. Flewbility ASTM C836-00 No Cracking at-202C Resistance to Acids: Acetic 30% Sulfuric and Hydrochloric 13% Temperature Effect: Stable 248"F Flexble 13'F 2.3 VAPOR INTRUSION BARRIER SHEET MATERIALS A. The Geo-Seal BASE layer and Geo-Seal BOND layer are chemically resistant sheets comprised of a 5 mil high density polyethylene sheet thermally bonded to a 3 ounce non woven geotextile. Sheet Course Usage As foundation base layer, use Geo-Seal BASE course and/or other base sheet as required or approved by the manufacturer. As top protective layer, use Geo-Seal BOND layer and/or other protection as required or approved by the manufacturer. C. Geo-Seal BOND and Geo-Seal BASE physical properties. 02 56 19.13-3 2012 Land Science Technologies Properties Test Method Results Film Thickness 5 mil Composite Thickness 18 mil Water Vapor Permeability ASTM E96 0.214 Adhesion to Concrete ASTM D 1970 9.2 Ibs/inch2 Dart Impact ASTM D 1790 1070 gms, method A 594 gms, method B Puncture Properties Tear ASTM B 2582 MD 11,290 gms ASTM B 2582 TD 13,150 gms 2.4 AXILLARY MATERIALS A. Geo-Seal FILM-11 may be used in lieu of, or in addition to, the standard Geo-Seal BASE and Geo-Seal BOND material when project conditions require a higher level of chemical resistance or greater durability is required. Contact Land Science Technologies for the proper recommendation and approval. Properties Test Method Results Film Thickness 11 mil Classification ASTM E 1745-09 Exceed Class A,B and C Tensile ASTM E 1S4-93 45 Ibs / in Puncture Resistance ASTM D 1709 2400 grams Water Vapor Permeance ASTM E 96 0.020 Perms Life Expectancy ASTM E 154-93 Indefinite Chemical Resistance ASTM E 154-93 Excellent B. Sheet Flashing: 60-mil reinforced modified asphalt sheet good with double -sided adhesive. C. Reinforcing Strip: Manufacturer's recommended polypropylene and polyester fabric. D. Gas Venting Materials: Geo-Seal Vapor -Vent or Geo-Seal Vapor -Vent Poly, and associated fittings. E. Seam Detailing Sealant Mastic: Geo-Seal CORE Detail, a high or medium viscosity polymer modified water based asphalt material. 1. Back Rod: Closed -cell polyethylene foam. PART 3 — EXECUTION 3.1 AUXILIARY MATERIALS A. Examine substrates, areas, and conditions under which vapor intrusion barrier will be applied, with installer present, for compliance with requirements. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 SUBGRADE SURFACE PREPARATION A. Verify substrate is prepared according to manufacturer's recommendations. On a horizontal surface, the substrate should be free from material that can potentially puncture the vapor intrusion barrier. Additional protection or cushion layers might be required if the earth or gravel substrate contains too many jagged points and edges that could puncture one or more of the system components. Contact manufacturer to confirm substrate is within manufactures recommendations. Geo-Seal can accommodate a wide range of substrates, including but not limited to compacted earth, sand, aggregate, and mudslabs. 1. Compacted Earth: Remove pieces of debris, gravel and/or any other material that can potentially puncture the Geo- Seal BASE. Remove any debris from substrate that can potentially puncture the Geo-Seal system prior to application. 2. Sand: A sand subgrade requires no additional preparation, provided any material that can potentially puncture the Geo- Seal BASE layer is not present. 3. Aggregate: Contact the manufacturer to ensure the aggregate layer will not be detrimental to the membrane. The gravel layer must be compacted and rolled flat. Ideally a W minus gravel layer with rounded edges should be specified; however the Geo-Seal system can accommodate a wide variety of different substrates. Contact Land Science Technologies if there are questions regarding the compatibility of Geo-Seal and the utilized substrate. Exercise caution when specifying pea gravel under the membrane, if not compacted properly, pea gravel can become an unstable substrate. 4. Mudslabs: The use of a mubslab under the Geo-Seal system is acceptable, contact Land Science Technologies for job specific requirements. C. Mask off adjoining surface not receiving the vapor intrusion barrier system to prevent the spillage or over spray affecting other construction. 02 56 19.13-4 2012 Land Science Technologies D. Earth, sand or gravel subgrades should be prepared and compacted to local building code requirements. 3.3 CONCRETE SURFACE PREPARATION A. Clean and prepare concrete surface to manufacturer's recommendations. In general, only apply the Geo-Seal CORE material to dry, clean and uniform substrates. Concrete surfaces must be a light trowel, light broom or equivalent finish. Remove fins, ridges and other projections and fill honeycomb, aggregate pockets, grout joints and tie holes, and other voids with hydraulic cement or rapid -set grout. It is the applicator's responsibility to point out unacceptable substrate conditions to the general contractor and ensure the proper repairs are made. B. When applying the Geo-Seal CORE or Geo-Seal CORE Detail material to concrete it is important to not apply the product over standing water. Applying over standing water will result in the membrane not setting up properly on the substrate C. Surfaces may need to be wiped down or cleaned prior to application. This includes, but is not limited to, the removal of forming oils, concrete curing agents, dirt accumulation, and other debris. Contact form release agent manufacturer or concrete curing agent manufacturer for VOC content and proper methods for removing the respective agent. D. Applying the Geo-Seal CORE to "green" concrete is acceptable and can be advantageous in creating a superior bond to the concrete surface. To help reduce blistering, apply a primer coat of only the asphalt component of the Geo-Seal CORE system. Some blistering of the membrane will occur and may be more severe on walls exposed to direct sunlight. Blistering is normal and will subside over time. Using a needle nose depth gauge confirm that the specified mil thickness has been applied. 3.4 PREPARATIONS AND TREATMENT OF TERMINATIONS A. Prepare the substrate surface in accordance with Section 3.3 of this document. Concrete surfaces that are not a light trowel, light broom or equivalent finish, will need to be repaired. B. Terminations on horizontal and vertical surfaces should extend 6" onto the termination surface. Job specific conditions may prevent a 6" termination. In these conditions, contact manufacturer for recommendations. C. Apply 30 mils of Geo-Seal CORE to the terminating surface and then embed the Geo-Seal BASE layer by pressing it firmly into the Geo-Seal CORE layer. Next, apply 60 mils of Geo-Seal CORE to the BASE layer. When complete, apply the Geo-Seal BOND layer. After the placement of the Geo-Seal BOND layer is complete, apply a final 30 mil seal of the Geo-Seal CORE layer over the edge of the termination. For further clarification, refer to the termination detail provided by manufacturer. D. The stated termination process is appropriate for terminating the membrane onto exterior footings, pile caps, interior footings and grade beams. When terminating the membrane to stem walls or vertical surfaces the same process should be used. 3.5 PREPARATIONS AND TREATMENT OF PENETRATIONS A. All pipe penetrations should be securely in place prior to the installation of the Geo-Seal system. Any loose penetrations should be secured prior to Geo-Seal application, as loose penetrations could potentially exert pressure on the membrane and damage the membrane after installation. B. To properly seal around penetrations, cut a piece of the Geo-Seal BASE layer that will extend 6" beyond the outside perimeter of the penetration. Cut a hole in the Geo-Seal BASE layer just big enough to slide over the penetration, ensuring the Geo-Seal BASE layer fits snug against the penetration, this can be done by cutting an "X" no larger than the inside diameter of the penetration. There should not be a gap larger than a 1/8" between the Geo-Seal BASE layer and the penetration. Other methods can also be utilized, provided, there is not a gap larger than 1/8" between the Geo-Seal BASE layer and the penetration. C. Seal the Geo-Seal BASE layer using Geo-Seal CORE or Geo-Seal CORE Detail to the underlying Geo-Seal BASE layer. D. Apply one coat of Geo-Seal CORE Detail or Geo-Seal CORE spray to the Geo-Seal BASE layer and around the penetration at a thickness of 30 mils. Penetrations should be treated in a 6-inch radius around penetration and 3 inches onto penetrating object. E. Embed a fabric reinforcing strip after the first application of the Geo-Seal CORE spray or Geo-Seal CORE Detail material and then apply a second 30 mil coat over the embedded joint reinforcing strip ensuring its complete saturation of the embedded strip and tight seal around the penetration. F. After the placement of the Geo-Seal BOND layer, a cable tie should then be placed around the finished penetration. The cable tie should be snug, but not overly tight so as to slice into the finished seal. OPTION: A final application of Geo-Seal CORE may be used to provide a finishing seal after the Geo-Seal BOND layer has been installed. NOTE: Metal or other slick penetration surfaces may require treatment in order to achieve proper adhesion. For plastic pipes, sand paper may be used to achieve a profile, an emery cloth is more appropriate for metal surfaces. An emery cloth should also be used to remove any rust on metal surfaces. 3.6 GEO-SEAL BASE LAYER INSTALLATION 02 56 19.13-5 0 2012 Land Science Technologies A. Install the Geo-Seal BASE layer over substrate material in one direction with six-inch overlaps and the geotextile (fabric side) facing down. B. Secure the Geo-Seal BASE seams by applying 60 mils of Geo-Seal CORE between the 6" overlapped sheets with the geotextile side down. C. Visually verify there are no gaps/fish-mouths in seams. D. For best results, install an equal amount of Geo-Seal BASE and Geo-Seal CORE in one day. Leaving unsprayed Geo-Seal BASE overnight might allow excess moisture to collect on the Geo-Seal BASE. If excess moisture collects, it needs to be removed. NOTE: In windy conditions it might be necessary to encapsulate the seam by spraying the Geo-Seal CORE layer over the completed Geo-Seal BASE seam. 3.7 GEO-SEAL CORE APPLICATION A. Set up spray equipment according to manufacturer's instructions. B. Mix and prepare materials according to manufacturer's instructions. C. The two catalyst nozzles (8001) should be adjusted to cross at about 18" from the end of the wand. This apex of catalyst and emulsion spray should then be less than 24" but greater than 12" from the desired surface when spraying. When properly sprayed the fan pattern of the catalyst should range between 65° and 80°. D. Adjust the amount of catalyst used based on the ambient air temperature and surface temperature of the substrate receiving the membrane. In hot weather use less catalyst as hot conditions will quickly "break" the emulsion and facilitate the curing of the membrane. In cold conditions and on vertical surfaces use more catalyst to "break" the emulsion quicker to expedite curing and set up time in cold conditions. E. To spray the Geo-Seal CORE layer, pull the trigger on the gun. A 42° fan pattern should form when properly sprayed. Apply one spray coat of Geo-Seal CORE to obtain a seamless membrane free from pinholes or shadows, with an average dry film thickness of 60 mils (1.52 mm). F. Apply the Geo-Seal CORE layer in a spray pattern that is perpendicular to the application surface. The concern when spraying at an angle is that an area might be missed. Using a perpendicular spray pattern will limit voids and thin spots, and will also create a uniform and consistent membrane. G. Verify film thickness of vapor intrusion barrier every 500 ft. (46.45 m2), for information regarding Geo-Seal quality control measures, refer to the quality control procedures in Section 3.9 of this specification. H. The membrane will generally cure in 24 to 48 hours. As a rule, when temperature decreases or humidity increases, the curing of the membrane will be prolonged. The membrane does not need to be fully cured prior the placement of the Geo-Seal BOND layer, provided mil thickness has been verified and a smoke test will be conducted. I. Do not penetrate membrane after it has been installed. If membrane is penetrated after the membrane is installed, it is the responsibility of the general contractor to notify the certified installer to make repairs. J. If applying to a vertical concrete wall, apply Geo-Seal CORE directly to concrete surface and use manufacturer's recommended protection material based on site specific conditions. If applying Geo-Seal against shoring, contact manufacturer for site specific installation instructions. NOTE: Care should be taken to not trap moisture between the layers of the membrane. Trapping moisture may occur from applying a second coat prior to the membrane curing. Repairs and detailing may be done over the Geo-Seal CORE layer when not fully cured. 3.8 GEO-SEAL BOND PROTECTION COURSE INSTALLATION A. Install Geo-Seal BOND protection course perpendicular to the direction of the Geo-Seal BASE course with overlapped seams over nominally cured membrane no later than recommended by manufacturer and before starting subsequent construction operations. B. Sweep off any water that has collected on the surface of the Geo-Seal CORE layer, prior to the placement of the Geo-Seal BOND layer. C. Overlap and seam the Geo-Seal BOND layer in the same manner as the Geo-Seal BASE layer. D. To expedite the construction process, the Geo-Seal BOND layer can be placed over the Geo-Seal CORE immediately after the spray application is complete, provided the Geo-Seal CORE mil thickness has been verified. 3.9 QUALITY ASSURANCE A. The Geo-Seal system must be installed by a trained and certified installer approved by Land Science Technologies. 02 56 19.13-6 2012 Land Science Technologies For projects that will require a material or labor material warranty, Land Science Technologies will require a manufacturer's representative or certified 3'" party inspector to inspect and verify that the membrane has been installed per the manufacturer's recommendations. The certified installer is responsible for contacting the inspector for inspection. Prior to application of the membrane, a notice period for inspection should be agreed upon between the applicator and inspector. C. The measurement tools listed below will help verity the thickness of the Geo-Seal CORE layer. As measurement verification experience is gained, these tools will help confirm thickness measurements that can be obtained by pressing one's fingers into the Geo-Seal CORE membrane. To verify the mil thickness of the Geo-Seal CORE, the following measurement devices are required. Mil reading caliper: Calipers are used to measure the thickness of coupon samples. To measure coupon samples correctly, the thickness of the Geo-Seal sheet layers (18 mils each) must be taken into account. Mark sample area for repair. 2. Wet mil thickness gauge: A wet mil thickness gauge may be used to quickly measure the mil thickness of the Geo- Seal CORE layer. The thickness of the Geo-Seal sheet layers do not factor into the mil thickness reading. NOTE: When first using a wet mil thickness gauge on a project, collect coupon samples to verify the wet mil gauge thickness readings. Needle nose digital depth gauge: A needle nose depth gauge should be used when measuring the Geo-Seal CORE thickness on vertical walls or in field measurements. Mark measurement area for repair. To obtain a proper wet mil thickness reading, take into account the 5 to 10 percent shrinkage that will occur as the membrane fully cures. Not taking into account the thickness of the sheet layers, a freshly sprayed membrane should have a minimum wet thickness of 63 (5%) to 66 (10%) mils. Methods on how to properly conduct Geo-Seal CORE thickness sampling can be obtained by reviewing literature prepared by Land Science Technologies. D. It should be noted that taking too many destructive samples can be detrimental to the membrane. Areas where coupon samples have been removed need to be marked for repair. E. Smoke Testing is highly recommended and is the ideal way to test the seal created around penetrations and terminations. Smoke Testing is conducted by pumping non -toxic smoke underneath the Geo-Seal vapor intrusion barrier and then repairing the areas where smoke appears. Refer to smoke testing protocol provided by Land Science Technologies. For projects that will require a material or labor material warranty, Land Science Technologies will require a smoke test. Visual inspections prior to placement of concrete, but after the installation of concrete reinforcing, is recommended to identify any punctures that may have occurred during the installation of rebar, post tension cables, etc. Punctures in the Geo-Seal system should be easy to indentify due to the color contrasting layers of the system. 02 56 19.13-7 2012 Land Science Technologies 6 99 GEO-SEAL CORE (60 MIL) VXK " . GEO-SEAL BASE Land Sdtance Technologies 1011 CALLE SOMBRA SAN CLEMENTE, CA 92673 949.481.8188 OFFICE WWW.LAN DSCIENCETECH.COM D2010 Land Science Technologies BASE OVERLAP DETAIL 6" e ° a. d O-SEAL BASE GEO-SEAL CORE (60 MIL) 101 1 AL BOND Land Science Technologies 1011 CALLE SOMBRA SAN CLEMENTE, CA 92673 949.481.8188 OFFICE WWW.LANDSCIENCETECH.COM D2010 Land Science Technoloqies ME BELOW GRADE OVERLAP DETAIL 1E1- -1"I- GEO-SEAL 7GEO-SEAL BASE CORE GEO-SEAL BOND Land Science Tachnologies 1011 CALLE SOMBRA SAN CLEMENTE, CA 92673 949.481.8188 OFFICE WWW.LANDSCIENCETECH.COM J2010 Land Science Technologies M. N m 0 N 7 L C 0 onrE SG1LE E ELEVATOR PIT DETAIL Land Science CORE 949.481.8188 OFFICEt74;i; STEP 1 i SIP- REINFORCEMENT•- FABRIC i i i`i`i`i'Gi`G i'i`i f``` ``i`Gi'i'i' p 4,o,Z 4 4^ p 6 p 40. i` j j0,1Z i O GO,j 0• GEO-SEAL BASE GEO-SEAL BASE STEP 2 STEP 3 REINFORCEMENT TIE 1 REINFORCEMENT BONDCABLEBOND FABRIC EO-SEAL CORE I • ..- 0 fi . 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STEP 1 STEP 2 . r0rnn0LIJ L C L 0 GEO-SEAL BASE a GEO-SEAL CORE a GEO-SEAL CORE 6„ (60 MIL) 6„ ( 30 MIL) GEO-SEAL BASE GEO-SEAL BOND d., d.. GEO-SEAL CORE 60 MIL) GEO-SEAL BASE TERMINATION STEP 3 STEP 4 SEQUENCE Land Science Technc3bgies 1011 CALLE SOMBRA SAN CLEMENTE, CA 92673 949.481.8188 OFFICE WWW.LANDSCIENCETECH.COM 2010 Land Science Technologies ML L m( D W ul D -P N G EO-SEAL BOND 0 fir/\ea. G EO-SEAL CORE 1(> 60 MIL) GEO-SEAL BASErr\rr\rr\rr\rr\rr\rr\rr\rr\rr\r WTE S E TIRE UNDER FOOTING DETAIL Land Science Technologiee 1011 CALLE SOMBRA SAN CLEMENTE, CA 92673 949.481.8188 OFFICE WWW.LAN DSCIENCETECH.COM 2010 Land Science Technologies VENT GEO SEAL BOND RISER GEO SEAL CORE (60 MIL) 6" GEO SEAL BASE 'L L X/\ C 0 u6 c qPIS" 4-3 GRAVE 0 VAPORVE NT \//\//\//\//\//\/ a PIPE REDUCER WE SGLE i1RE VAPOR -VENT VENT RISER Geo-Seal Quality Control Certified Applicator Authorized installation of Geo-Seal can only be accomplished by one of Land Science Technologies Certified Applicators. Membrane Inspections For projects that will require a material or system ( workmanship and material) warranty, Land Science Technologies will require a manufacturer's representative or certified 3`d party inspector to inspect and verify that the membrane has been installed per the manufacturer's recommendations. The applicator is responsible for contacting the inspector for inspection. Prior to application of the membrane, a notice period for inspection should be agreed upon between the applicator and inspector. Material Yield Material yield is one of the first indicators in determining if the Geo-Seal CORE layer has been installed correctly. A baseline standard for yield is as follows: Material Container 60 dry mils 80 dry mils 100 dry mils 55 Gallon Drum 935 ft2 660 ft2 550 ft2 275 Gallon Tote 4,675 ft2 3,300 ft2 2,750 ft2 330 Gallon Tote 5,610 ft2 3960 ft2 3,300 ft2 The estimated yield is 17 ft2 per gallon for a 60 dry mil application using the recommended thickness, unless otherwise noted by a specified engineer or regulatory agency. Yields can decrease based on the complexity of the foundation. Projects containing many penetrations and areas where a lot of detailing is required might reduce the material yield to 16 ft2 or 15 ft2 per gallon for a 60 mil membrane.. Millape Verification The measurement tools listed below will help verify the thickness of the Geo-Seal CORE layer. As measurement verification experience is gained, these tools will help confirm thickness measurements that can be obtained by pressing one's fingers into the Geo-Seal CORE membrane. To verify the mil thickness of the Geo-Seal CORE, the following measurement devices are required: Mil reading caliper: Calipers are used to measure the thickness of coupon samples. To measure coupon samples correctly, the thickness of the Geo-Seal sheet layers must be taken into account (This is best done by obtaining a sample of the Geo-Seal BASE layer and then zeroing out the caliper to the Geo-Seal BASE layer). Mark sample area for repair. Wet mil thickness gauge: A wet mil thickness gauge may be used to quickly measure the mil thickness of the Geo- Seal CORE layer. The thickness of the Geo-Seal sheet layers do not factor into the mil thickness reading, but the softness of the subgrade might result in inaccurate readings. NOTE: When first using a wet mil thickness gauge on a project, collect coupon samples to verify the wet mil gauge thickness readings. Needle nose digital depth gauge: A needle nose depth gauge can be used when measuring the Geo-Seal CORE thickness on vertical walls or in field measurements. Mark measurement area for repair. To obtain a proper wet mil thickness reading, take into account the 5 to 10 percent shrinkage that will occur as the membrane fully cures. Not taking into account the thickness of the sheet layers, a freshly sprayed membrane should have a minimum wet thickness of 63 (5%) to 66 (10%) mils. 2010 Land Science Technologies Visual Inspections The guidelines outlined in this section provide ways to quantify and observe the proper installation of the Geo-Seal system. However, a visual inspection should also be done to ensure any visual imperfections are not present, i.e. fish -mouths, punctures, voids, etc. During a visual inspection, punctures in the Geo-Seal system should be easy to indentify due to the color contrasting layers of the system. Membrane Testing Loa To aid in the inspection process and properly document the Geo-Seal membrane inspection, create a membrane testing log. We recommend creating the log by using the foundation plan (plan view) of the structure and then creating a 500 square foot grid over the foundation. If this is not able to be done, enclosed is a membrane testing log template that can also be used. (Appendix E) Wet Mil Thickness Readings A wet mil thickness gauge is one method to verify the mil thickness of the Geo-Seal CORE layer. An advantage to this method is the ability to verify the Geo-Seal CORE thickness by minimizing destructive coupon sampling. 1. Create a membrane testing log by obtaining a copy of the foundation plan and then draw a 500 square foot grid over the foundation plan. Make two copies of the membrane testing log; one should be used when collecting coupon samples and the other should be used when conducting the smoke test. 2. Note time, date, project name, inspector name, temperature and weather conditions on testing log. 3. Number each quadrant and inspect sequentially. 4. When arriving at each quadrant quickly assess if there are any conditions that might present any challenges in establishing a proper seal. Note areas and discuss with applicator. 5. Conduct a visual inspection of the membrane. Look for areas where a proper seal was not created, i.e. a fish -mouth at the termination and areas where the membrane might be sprayed thin. Mark areas needed for repair in the field with florescent paint or with chalk. Also make a note on the testing log. 6. Conduct a thickness sample in the area that is suspected to be sprayed thin and take three readings within 3" of one another. When beginning a project, verify the wet mil gauge thickness reading by cutting a coupon sample and measuring the thickness with a caliper. Once wet mil thickness readings have been confirmed and established, confirm wet mil thickness periodically by taking a coupon sample and caliper measurement. 7. After sampling 5 quadrants it is at the discretion of the inspector to continue collecting samples every 500 ft2 or 1,000 9. 8. This method will verify the thickness of the Geo-Seal CORE layer prior to it fully curing. Observed shrinkage of the Geo-Seal CORE layer during the curing process ranges from 5% to 10%. When taking uncured samples assume a minimum of 10% loss for horizontal surfaces and 5% for vertical surfaces. Assuming a 10% loss, the gauge should read a mil thickness between 65 and 70 mils (>_66 mils). 9. If using a wet mil gauge to verify a fully cured membrane the gauge should read 60 mils. 10. When testing is complete, send a copy of the membrane testing log to Land Science Technologies. Keep the coupon samples for the file, or send them to Land Science Technologies. 2010 Land Science Technologies Coupon Sampling Coupon sampling is the most accurate way to verify the Geo-Seal CORE thickness. However, please note that taking too many coupon samples, or destructive samples, can be counter -productive. To collect a coupon sample the following steps should be followed: 1. Create a membrane testing log by obtaining a copy of the foundation plan and then draw a 500 square foot grid over the foundation plan. Make two copies of the membrane testing log, one should be used when collecting coupon samples and the other should be used when conducting the smoke test. 2. Note time, date, project name, inspector name, temperature and weather conditions on testing log. 3. Number each quadrant and inspect sequentially. 4. When arriving at each quadrant quickly assess if there are any conditions that might present any challenges in establishing a proper seal. Note areas and discuss with applicator. 5. Conduct a visual inspection of the membrane. Look for areas where a proper seal was not created, i.e. a fish -mouth at the termination and areas where the membrane might be sprayed thin. Mark areas needed for repair in the field with florescent paint or with chalk. Also make a note on the testing log. 6. Calibrate mil reading caliper to account for the thickness of the Geo-Seal BASE layer. This is best done by obtaining a sample of the Geo-Seal BASE layer and then zeroing out the caliper to the Geo-Seal BASE layer. 7. Collect a coupon sample in the area that is suspected to be sprayed thin. Use a box cutter to cut a 3 square inch sample from the membrane. Measure each side to confirm the specified minimum thickness has been obtained. Number each sample and save in the job file. Mark the area for repair in the field and on the site plan. 8. After sampling 5 quadrants it is at the discretion of the inspector to continue collecting samples every 500 f:2 or 1,000 ft`. 9. Samples maybe collected prior to the Geo-Seal CORE layer fully curing. Observed shrinkage of the Geo-Seal CORE layer during the curing process for horizontal surfaces is 10%. Assuming a 10% loss, a minimum of 66 mills thickness should be measured for a cured measurement of 60 mils. 10. When testing is complete, send a copy of the membrane testing log to Land Science Technologies. Keep the coupon samples for the file, or send them to Land Science Technologies. Smoke Testing This test is intended to visually verify and confirm the proper installation of the Geo-Seal system. Land Science Technologies requires a smoke test on all projects in order to obtain a warranty. The smoke test will be performed by the applicator. Smoke testing should occur after the Geo-Seal CORE layer has been installed and mil thickness verified. Smoke testing may occur after the Geo-Seal BOND layer is installed, if preferred by the applicator. Upon completion of the original smoke test, additional smoke tests can be conducted per the membrane manufacturer's, specifying engineer or regulatory agency's request. To conduct a smoke test follow these steps: 1. One smoke test can cover between 2000-3000 square feet per test. However, coverage will greatly depend on the sub grade under the membrane. On sites where multiple smoke tests will be needed, use the first two smoke tests to estimate the coverage area per test. 2. Visual verification of soundness of seams, terminations and penetrations should be performed. Identify/correct any apparent deficiencies and/or installation problems. 3. Note time, date, project name, inspector name, temperature and weather conditions on testing log. In addition, record humidity, barometric pressure, and wind speed/direction. Confirm wind speed is below 15 mph. Visual identification of leaks becomes more difficult with increasing wind speed. 4. Cap other vent outlet(s) not being used. If the installation has no sub -slab vent system or the membrane is isolated from the vent system, connect the smoke testing system directly to the membrane 2010 Land Science Technologies 3 using a temporary boot collar or other method. Insert the smoke test hose into coupon sampling locations, creating a seal around the smoke test hose with a rag. 5. Activate the smoke generator/blower system and connect to sub -slab vent riser or directly to the membrane. 6. To confirm the adequate flow of smoke under the membrane cut a 2" vent in the membrane to facilitate the purging of air pockets under it. If working properly, smoke will consistently flow though the 2" vent. If a low rate of smoke flow is observed it is an indication of poor smoke flow under the membrane. If low flow does occur, insert the smoke testing hose into the 2" membrane vent. 7. Mark sampling locations with fluorescent paint or chalk. Repair sampling locations per Land Science Technologies recommendations 8. Maintain operation of smoke generator/blower system for at least 15 minutes following purging of membrane. Thoroughly inspect entire membrane surface. Use fluorescent paint or chalk to mark/label any leak locations. Mark/label leak locations on testing log. NOTE: The duration of the smoke test will vary depending on the size of the area being tested. To help determine the duration, monitor the pressure building up under the membrane. If excessive lifting of the membrane occurs, decrease the duration or pressure of the smoke test. 9. Prepare membrane inspection log. Identify the type of leak found, i.e. poor seal around penetration, fish -mouth, puncture, etc. 10. Repair leak locations marked in step 7 and step 8 per procedures outlined in "Geo-Seal Repair Procedures" section using Geo-Seal CORE or Geo-Seal DETAIL. 11. Repeat steps 4 through 10 as necessary to confirm the integrity of the membrane. 12. Complete the smoke testing inspection form indicating the successful completion of the smoke test. Post Installation Inspection After a manufacturer's representative or 3rd party inspector signs off on the membrane installation and the steel workers begin to install the rebar, it is recommended to conduct a visual inspection prior to the pouring of concrete. Damages are most likely to occur during this time and it is imperative that punctures are indentified prior to the placement of the slab. The system configuration of Geo-Seal, the top white Geo-Seal BOND layer with a middle black layer, will make rebar punctures easy to identify when conducting a visual inspection. 2010 Land Science Technologies a 09/08 GEOSEAL CORE MATERIAL SAFETY DATA SHEET LAND SCIENCE TECHNOLOGIES Phone: 949-366-8000 1011 Calle Sombra, Ste., 110 San Clemente, CA 92673 1. PRODUCT IDENTIFICATION Trade Names: Geo-Seal CORE, Geo-Seal CORE Detail Chemical Name: Asphalt Emulsion Synonyms: N/A Hazardous Ingredients/OSHA: CHEMICAL FAMILIES: A. Bitumen/Asphalt B. Synthetic rubber C. Fatty acids D. Polymers Hazard: No evidence of serious health hazards exists. Carcinogenic ingredients/OSHA/NTP: Bitumen IARC: None Ingredient Percentage C. A. S. # Asphalt 50-60% 8052-42-4 Water 20-40% 7732-18-5 Latex: 9003-55-8 Styrene Latex 0-15% 100-42-5 Butadiene Latex 0-15% 106-99-0 Sodium Hydroxide .1-1% 1310-73-2 Amino Ethanol .01-.1% 34375-28-5 2. WARNING STATEMENTS Avoid prolonged or frequent skin contact, as the presence of emulsifying and de -emulsifying agents during application may irritate the skin. 3. PHYSICAL AND CHEMICAL DATA Appearance: Brown to black Specific Gravity: (H20 = 1): 1.028 (S) 1.034 (R) 1.13 (T) Solubility in Water: Insoluble Percent Volatiles: None Boiling Point: N/A Vapor Pressure (mm Hg): N/A Vapor Density (Air = 1): N/A Evaporation Rate: NW 4. FIRE PROTECTION Bitumen emulsions are water based products and as such will not burn. In cases of fire in the vicinity of drums, cool with water. 5. REACTIVITY DATA Contact with strong oxidizing agents may create geling and water condensation. 6. HEALTH HAZARD DATA Exposure Limits: Avoid prolonged or frequent skin contact. 7. PHYSIOLOGICAL EFFECTS SUMMARY Acute: Skin irritation and rash Chronic: Dermatitis 8. PRECAUTIONS FOR SAFE HANDLING Avoid contact with eyes. Avoid inhalation. Avoid prolonged or frequent skin contact. Avoid ingestion. 9. PROTECTION AND CONTROL MEASURES Protective Equipment: Use of clothing, gloves, and/or barrier cream is recommended for skin protection. Respiratory Protection: Inhalation should be avoided, but is not considered to be hazardous. Ventilation: Use local exhaust ventilation when applying in an enclosed area. 10. EMERGENCY AND FIRST AID PROCEDURES For ingestion: DO NOT induce vomiting. Keep at rest and get prompt medical attention. For eye contamination: Irrigate eyes with water. For skin contact: Wash affected areas of the body with proprietary hand cleaner, then wash with soap and water. Contact physician as needed for any of the above occurrences. 11. SPILL AND DISPOSAL PROCEDURES Contain spillages with sand or earth and remove by normal methods. Dispose of according to State and Local regulations. If the Bitumen enters a water course or sewer, advise respective water authority. The non -cured and cured material is non -toxic and non-flammable and can be disposed of in land fill sites. Other Precautions: For Additional Information Contact: Land Science Technologies 1011 Calle Sombra, Ste., 110 San Clemente, CA 92673 949) 366-8000 Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of our knowledge and belief but is not guaranteed to be so. Nothing herein is to be construed as recommending any practice or any product in violation of any patent or in violation of law or regulation. It is the users responsibility to determine for himself the suitability of any material for a specific purpose and to adopt such safety precautions as may be necessary. We make no warranty as to the results to be obtained in using any material and, since conditions of use are not under our control, we must necessarily disclaim all liability with respect to the use of any material supplied by us. 8/03 Geo-Seal BASE and BOND: Material Safety Data Sheet Land Science Technologies PHONE: 949-366-8000 1011 Calle Sombra San Clemente, CA 92673 PRODUCT IDENTIFICATION Trade Name: Geo-Seal BASE, Geo-Seal BOND Chemical Name: POLYMERIC COMPONENTS, GEOTEXTILE FABRIC Synonyms: N/A Hazardous Ingredients/OSHA: NO HAZARDOUS INGREDIENTS THIS PRODUCT IS SUPPLIED IN COMPLIANCE WITH THE TSCA REPORTING REUQIREMENTS. Carcinogenic Ingredients/OSHA/NTP: NONE IARC: NONE Transportation information: CONTAINS NO HAZARDOUS INGREDIENTS Transportation emergency: Land Science Technologies, 949-366-8000 PHYSICAL AND CHEMICAL DATA Appearance and Odor: White Solid Sheet, Odorless Solubility in Water: Negligible, below 0.1 % Specific Gravity (Water = 1): 0.90 Percent Volatiles: None Vapor Pressure (mm Hg): Not Determined Boiling Point: Degrees: Not Determined Vapor Density (Air = 1): Not Determined Melting Point: 320° F Evaporation Rate: (Butyl Acetate - 1): N/A Auto Ignition Temperature: Not Determined 3. FIRE AND EXPLOSION DATA Flash Point: N/A Flammable limits %: Lower N/A Upper N/A Extinguishing Media: Agents approved for Class A hazards (e.g. foam, steam) or water fog. Special Fire Fighting Procedures: Firefighters should wear full bunker gear, including a positive pressure self-contained breathing apparatus. Unusual Fire and Explosion Hazards: None identified. 4. REACTIVITY DATA Stability: Stable Conditions to avoid: Keep away from ignition sources (e.g. heat, sparks and open flames). Incompatibility (materials to avoid): None Identified Hazardous Decomposition or Byproducts: Incomplete burning can produce carbon monoxide and/or carbon dioxide and other harmful products. Hazardous Polymerization: Will not occur 5. HEALTH HAZARD DATA Route(s) of Entry: Inhalation: No Skin: No Ingestion: No Health Hazards (Acute & Coronic): Will not present any health hazards under normal processing conditions. Eye & Skin Contact: None Identified. Skin Absorption: Non -toxic. Inhalation: No significant irritation expected. Ingestion: No significant health hazards identified. Carcinogenicity: Unrelated NTP: No IARC: No OSHA Regulated: No PROTECTION AND CONTROL MEASURES Precautions to be taken in handling and storing: Store away from heat, ignition sources and open flame in accordance with applicable regulations. Respiratory Protection: Not required under normal process conditions. Ventilation: Local Exhaust Protective Gloves: Not required. Eye Protection: Not required. Other Protective clothing or equipment: Not required. Work/Hygienic Practices: Wash hands after handling and before eating. 7. EMERGENCY AND FIRST AID PROCEDURES In Case of Combustion (550°)" Eye Contamination: Flush with large amounts of water for 20 minutes lifting upper and lower lids occasionally. Get medical attention. Skin contact: Thoroughly wash exposed area with soap and water. Remove contaminated clothing. Launder contaminated clothing before reuse. Inhalation: If overexposure occurs, remove individual to fresh air. If breathing stops, administer artificial respiration. Get medical attention. Ingestion: If a large amount of material is swallowed DO NOT INDUCE VOMITING. If vomiting begins lower victim's head in an effort to prevent vomit from entering lungs and get medical attention. 8. SPILL AND DISPOSAL PROCEDURES Spill is not applicable. Material is normally in solid form. Land Science Technologies 1011 Calle Sombra San Clemente, CA 92673 949-366-8000 Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of our knowledge and belief but is not guaranteed to be so. Nothing herein is to be construed as recommending any practice or any product in violation of any patent or in violation of law or regulation. It is the users responsibility to determine for himself the suitability of any material for a specific purpose and to adopt such safety precautions as may be necessary. We make no warranty as to the results to be obtained in using any material and, since conditions of use are not under our control, we must necessarily disclaim all liability with respect to the use of any material supplied by us. The attached plans/documents have been submitted by: 7 1.r, 1 N C O R R O R A T E 0 141 Mack Bayou Loop. Suite 303. Santa Rosa Beach, FL 32459 Office 850.837.7444 Fax 850.608.6258 5t z t 1j NON emeraldcoastpermitting@cox.net ONFICE www.emeraldcoastpermitting.com PERMIT # Ap - a y 3 P Please direct all questions and comments to this office. Submittal #2 PERMIT NUMBER 16-2438 PROJECT: Take 5 Oil Change #1091— Exterior Modifications Permit 3767 S. Orlando Drive Sanford, FL 32772 Date submitted to City of Sanford, Utilities/Building Department: Nov 23, 2016 Via FedEx Submittal l November 21, 2016 To: Richard Blake Utility Department City of Sanford 300 N. Park Ave. Sanford, FL 32771 407) 688-5101 Re: Take 5 Oil Change Store #1091 3767 Orlando Dr. Sanford, FL 32773 OA #16-077R) Reference: Application No. 16-2438 Dear Mr. Blake: I am writing this letter in response to your comments for the above -referenced project. Comment 1: Provide a protective liner to be installed under the pit and new piping area. Liner to be similar to the liners used in landfill designs to prevent leaching of petroleum, and other waste oil products. Submit liner for approval. Response 1: Please see revised Detail B and Specifications on Sheet A;2. Also, see enclosed Geo- Seal Vapor Intrusion Barrier System Information Packet, Should you have any questions or concerns, please do not hesitate to contact me. Sincerely yours. OLIVERI ARItHI' Joseph L. 0 veri, A.IA, NCARB President License No. AR14028 J LO/fcj 5 H. rho 38 32707 US Hwy. 19 • Palm Harbor, FL 34684 • Phone 727 • 781 • 7525 • Fax 727 • 781 • 6623 • E-mail info@oliveriarchitects.com www.Oliveriarchitects.com