Loading...
HomeMy WebLinkAbout1100 Rinehart Rd 17-3303; METAL SIDINGY CITY OF SANFORDv m • BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: r7 3S0> Documented Construction Value: $ mY wo Job Address: 1100 Rinehart Rd, Sanford, FL 32771 Historic District: Yes No 0 Parcel ID: 32-19-30-300-009B-0000 Residential Commercial X Type of Work: New Addition Alteration Repair M Demo Change of Use Move Description of Work: Replacing metal siding on the existing building with the same Metal siding in a different color. Ut i(-.1U - 17 Plan Review Contact Person: Sarah Butler, Praxis3 Architects Title: Project Managi " er Phone:678-904-7445 Fax: Email: sbutler@praxis3.com Property Owner Information Name AN Luxury Impofls o-A Sant c ca f LLC Street: 200 SW 1st Ave /4fh Floor . City, State Zip: Fort Lauderdale, FL 33301 Phone: 954-769-6000 Resident of property? : No Contractor Information Name S)Cl4ktp Phone: 352 • z t3. 3 20 Street: 1 6 SS SST A w i 5 v Fax: 3 S 2. Z q3 . 8 22 City, State Zip: (! .KOWT , Ft- 30 11 State License No.: Architect/Engineer Information Name: Praxis3, LLC Street: 100 Peachtree St NW Suite 1450 City, St, Zip: Atlanta, GA 30303 Bonding Company: Address: Phone: 404-875-4500 Fax: 404-876-8884 E-mail: Sbutler@praxis3.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 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: 5th Edition (2014) Florida Building Code LJ 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. i 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. I OWNER'S AFFIDAVIT: I certify that all of the foregoing infornAtion is accurate and that all work will be done in compliance witt ll applicable laws regulati constr>t i n hand Zoning. i j I (//'-z A I A hi Liz)r-) Signature Owner/Agent Date Signature of ontr of Date Pri O r/Age is Name 11 Print C actor/Agent's Na 017 Si&Ature o a - to 1gFida r Da e LISA SELLS nat - oKp of Florid Date Rio• IISA S SELLS a Notary Public State of Florida Commission # FF 114253 c Notary Public - State of Florida N, gar; Commission # FF 114253 i a „ M Comm. Expires Aug16;.201 g OFV10 ,' MY Co m. Expires Aug 16, 2018 Owner/Agent is L— Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No[] # of Heads w APPROVALS: ZONING: - UTILITIES: ENGINEERING: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - /f- L t / % COMMENTS: No zoningrissues on metal siding, meets.Architectural Design Standard regulations. Revised: June 30, 2015 Permit Application 0 THIS INSTRUMENT PREPARED BY: Name: l Qb`( 'M (744 Address: 'J JiJ NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: 3RA111T NALOYF SEMINOLE COUNTY CLERK OF CI'RC:UII' COURT t, COMPTROLLER M 90,.9 Ps 151.1 (1F'y5 CLERK'S ro 2017131588 RECORDED 1.2 '29/2017 12.24-09 PN RECORDING FEES $10.00 Parcel ID Number: 32 -' y .-3 0 - 3 00 - t-)O G.B -000a The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) f 00 AineAol-f P4, Sun fiord , FG 3-7-:/ GENERAL DESCRIPTION OF IMPROVEMENT: Reglcr c/n y /}GM POneIs, /n envr iaG n ' nGl U'nd nevy Colr o OWNER INFORMATION: -. Name: AN 1-U,CU7y Address: 200 .5vv /S Ave l¢ih Floe),- . Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: JG%YY1 i Cons /TtlG h'c7 Address: 1655 E. H w v 50 e/" no.t f , FL ,3 4 9-/i . Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from 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 BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I clftqZat I have read the foregoing and that the facts stated in it are true to the best of my knowled if. 69 Owner' s Sign ure Owner's Printed Name/-?e4t.PfJ Florida Statute 713.13(1)(g): " The owner must sign the notice or commencement and no one else may be permitted to sign in his or her stead." W; 31 State of tiL.U `" Countyof"- A' The foregoing instrument was acknowledged before me this day of / CtI G c>' , 20 by (.,,/I rt-Ilz-r' 6J•a siC L— Who is personally known to me Name of person making statement CC —J OR who has produced identification type of identification produced: O W y U V CYNTHIA A. HALLGREN P4; Not Public - State of Florida "se u Z commission # FF 94.7427 o; My Comm. Expires Jan 3, 2020 Nota Signature ^ u O,°,f ` Bonded through National Notary Assn. a N Z INSPECTION SEQUENCE BP# 17-3303 ADDRF,SS: 1100 Rinehart Road BUILD`ING PERMIT 4 n r' = -- ` x Min Max Inspection Descri tion Footer / Setback Stemwall. Slab /Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 10 Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) 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 1000 Final Commercial — Siding Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) REVISED: June 2014 Min . Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole Electric Final Min Max Ins ection Descrii2tion Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMITAr 91",- Min Max Ins ection Description 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 1 City of Sanford Building and Fire Prevention Product Approval Specification Fora, Permit # Project Location Address 1100 Rinehart Rd, Sanford, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any'of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Sin le Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 I MuTrf -® 11 CONSTRUCTION i Cody Smith Assistant Project Manager Cell: 850-933-5720 Ph: 352-243-3720 Fax:352-243-8220 cody@schmidconstructio n. cornwww. sch midconstruction. com 1655 East Highway 50 Suite 300Clermont, Florida 34711 4 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Alpolic Accu-Trac Syslems by Altech Panel Systems/Alpolic/Alpolic Fr FU6406.1 Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products As halt'Shin les Underla ments Roofing. Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System, Modified Bitumen Single PlyRoof Systems Roofin slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 e Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 REVISIONS NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2: METAL FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. SHEATHING TO BE 1 /2" THICK MINIMUM AND SECURED TO FRAMING TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. PANEL THICKNESS TO BE 4MM OR 6MM. 5. PANEL MATERIAL TO BE COMPOSITE WITH A 3105-H14 ALUMINUM FACE .020" MINIMUM THICKNESS WITH POLYETHYLENE OR THERMOPLASTIC FIRE RETARDANT CORE. 6. MAXIMUM PANEL SIZE: 60" X 120" 7. PANELS MAY BE OBTAINED FROM THE FOLLOWING MANUFACTURERS AND UNDER THESE BRAND NAMES: ALPOLIC BY MITSUBISHI REYNOBOND BY ALCOA ALUCOBOND BY 3M LARSON BY ALUCOIL 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/1C OR GREATER OCCURS. 9. FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS 3" MAX FROM EACH END AND 1 C MAX O.C. THEREAFTER AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING PANELS INTO EXTRUSIONS USE 1 /8" 5052 ALUMINUM POP RIVETS. LOCATE RIVETS 3" MAX FROM EACH END AND 1 C MAX O.C. THEREAFTER AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. ALL FASTENERS TO BE CORROSION RESISTANT. 12. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW! A. METAL STRUCTURE: GALVANIZED STEEL 16GA FY: 50KS1 MIN. TABLE OF CONTENTS, SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATION, CHART 3 - 5 1 INSTALLATION DETAILS AND COMPONENTS I REV I DESCRIPTION I DATE I APPROVED Ill PERMIT ALTECH PANEL SYSTEMS LLC 1 JOHNSON STREET, SUITE 118 CARTERSVILLE, GA 30120 ACCU-TRAC SYSTEM BY ALTECH/ALPOLIC/ALPOLIC FIR NOTES DRAWN: DWG NO. J.L. 08-02268 SCALE NTS DATE 12/30/13 1 SHEET 1 OF 5 SIGNED: 1213012013 R !'L 0 v, •`,G E N SF • ' . TAT OF m REV %'n S:c OR1 P•G ii s 0NALyE?. 112" MAX BACKER ROD DOW 795 SEALANT SEE NOTE I THIS SHEET SF DOW 795 SEALA SEE NOTE THIS SHE DOUE FACE TA BACKER R DOW 795 SEALA 6 OR BACKER R, DOW 795 SEALA VERTICAL SECTION 3 INSTALLATION DETAILS BUILDING STRUCTURE BY OTHERS METAL STUD, BY OTHERS 12 SELF DRILLING SCREW TYPICAL SEE NOTE 3 THIS SHEET MOISTURE BARRIER BY OTHERS 5/8" SHEATING MIN BY OTHERS METAL STUD BY OTHERS REVISIONS REV I DESCRIPTION I DATE I APPROVED N NOTES 1. ANCHOR PANEL, ITEMS 5 OR 6 TO PERIMETER EXTRUSION USING ITEM 7. LOCATE ANCHORS 314 "FROM EACH CORNER AND 10" MAX O.C. THEREAFTER. 2.. LOCATE ANCHORS 3" MAXIMUM FROM EACH PANEL CORNER AND 16" MAXIMUM O.C. THEREAFTER. 3. WHEN: REINFORCEMENTS ARE REQUIRED. ATTACH REINFORCEMENT TO PANEL USING DOW 795 OR BETTER STRUCTURAL ADHESIVE. LOCATE REINFORCEMENT ANCHORS 3" MAXIMUM FROM EACH CORNER AND 12" MAXIMUM O.C: THEREAFTER. ALTECH PANEL SYSTEMS LLC 1 JOHNSON STREET; SUITE 118 CARTERSVILLE, GA 30120 ACCU—TRAC SYSTEM BY ALTECH/ALPOLIC/ALPOLIC FIR B:O.M:, INSTALLATION DETAILS AND COMPONENTS DRAWN: DWG NO. [REVJ.L. 08-02268 — SCALE NTS DATE 12/30/13 1 SHEET OF 5 S,R' i 0/i N., F i. oy t;51 err TAT OF j c 0R10P• N e ajs0NAI E?G Iflillll o/u OTHER F, l2SELF DR|L sc @lO^ MAX. BACKER D0m SEA BY OTHERS B HORIZONTAL SECTION INSTALLATION DETAILS REVISIONS REV DESCRIPTION 7 DATE APPROVED SHIM ROD 795 ALTECH PANEL SYSTEMS LLC CARTERSVI ' EN BY ALTECH/ALPOLIC/ALPOLIC FIR INSTALLATION DETAILS T OF SCALE DATE JSHEET At a DEC CITY OF SANFORD r _ BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 45,659.00 Job Address: 1100.Rinehart Rd Sanford, FL 32771 Historic District: Yes No 0 Parcel ID: 32-19-30-300-009E-0000 Residential Commercial 0 Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work: Removal of existing illuminated signs and replacing with new illuminated signs V Plan Review Contact Person: Sandi Awad Title: CSR Phone: 386-322-5222 Fax: 386-322-0254 Email: info@soscustomsigns.com Property Owner Information Name An Luxury Imports of Sanford Inc c/o Autonation Real Est Phone: n/a Street: 200 SW 1 st Ave 14th FL Resident of property? City, State Zip: Ft. Lauderdale, FL 33301 Name Sign-O-Saurus of Daytona, Inc. Street: 2127 S. Ridgewood Ave City, State Zip: South Daytona, FL 32119 Name: Davis & Cleaton Engineering Street: 260 Wekiva Springs Rd #1060 City, St, Zip: Longwood, FL 32779 Bonding Company: N/A Address: Contractor Information Phone: 386-322-5222 Fax: 386-322-5222 NO State License No.: ES12001306 Arch itect/Eng1neer Information Phone: 407-539-2353 Fax: n/a E-mail: cleatonengineer@gmail.com Mortgage Lender: N/A 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, _ IXfurnaces, 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 1 OTICE: 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 [CC 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 zoning. Signature of Owner/Agent 4,e,7T, Nite i at e Contractor/Agent Date Charles Sabadash III (AN Luxury Imports of Sanford) Print Owner/Agent's Name , of Notary -State of Owner/Agent is X Produced ID iA-1z-2o 1-7 Date Howard "Greg" Martin Pontractor/Agent's Name re2 r/7 ignature of Notary -State of Florida CYNTHILJan N u B! Notary Publorida Commiss27 My Comm. 2020 e y Assn. (AIM 39s-0, Contractor/ Produced ID MY COMMISSION #FFI§64§4 EXPIRES SCOMbOr 01 BELOW IS FOR OFFICE USE ONLY of ID Me or - 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 APPROVALS: ZONING: 1 - - UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDJNG: I Based on 162.3 linear feet of building length ok to remove and replace/install four wall signs with total CO — square footage of 226.8. One "Mercedes-Benz of North Orlando" wall sign at 182.92 square feet on south elevation, one SERVICE wall sign at 11.88-square feet -on -south elevation and two 16 square foot StarElement" wall mounts on parapet wall. Any additional attached signage on canopy, wall or window shall require approval by City of Sanford Planning Department. Ok to remove and replace directional sign as shown on plan. r , The enclosed is an application for sign permitting at 1100 Rinehart Rd in your city. I have included the landlord affidavit, elevation drawings (for the wall sign), and sealed engineer drawings for each sign. The project is mainly changing of face components on existing signs. I previously sent my information for contractor licensing. The NOC is with the clerk's office to be recorded. Please do not hesitate to contact me if you require any additional information, fees, or forms. Thank you in advance, Sandi Awad Sign-O-Saurus of Daytona, Inc. 386-322-5222 info@soscustomsigns.com 2127 South Ridgewood Ave., South Daytona, FL 32119 386-322-5222 * Fax: 386-322-0254 intb@soscustomsi ngs.com * www.soscustomsigns.com Landlord Authorization Dear Landlord, In order to obtain permits for the signage upgrade at the below property we will need your notarized signature of approval. Please sign and return this document to whom has requested it. Thank you in advance for your expeditious response as timing is critical to ensure we are able to operate with proper branding. Thank you l: Luxury Imports of Sanford, LLC Property owner or agent of: 1100 Rinehart Road, Sanford, FL, 32771 (Mercedes Benz North Orlando) Address) Do hereby give permission to AGI or its agent to apply for sign permits and erect a sign at the above location. Charles Sabadash III 8/31/2017 Property owner or a ase type or print) Date 9 -41 k0/ Signature of Property Owner or agent Date 200 SW 1st Ave, Floor 14, Fort Lauderdale, FL, 33301 Mailing Address Telephone Number Notary Required State of: - AU J4- County of: Ko/,c R/ J jOn O 4!/_LZ, before me, ova personally appeared, personally known to me Ki Proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and has hereby acknowledged to me that he/she/they have executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Wit ess my hand aA Official al: . P CYNTHIA A. HALLGREN t s Notary Public - State of Florida N Signature' _ Commission # FF 947427 of F o• , My Comm. Expires Jan 3, 2020 v Bonded through National Notary Assn. Pdnt Name 200 SW 1" Avenue, 141h Floor, Fort Lauderdale, FL 33301 DrEG 18 2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION vW Application No: Documented Construction Value: $ 45,659.00 Job Address: 1100.Rinehart Rd Sanford, FL 32771 Historic District: Yes No 0 Parcel ID: 32-19-30-300-0096-0000 Residential Commercial 0 Type of Work: New 0 Addition . Alteration Repair Demo Change of Use , Move Description of Work: Removal of existing illuminated signs and replacing with new illuminated signs/—" jL y P L. Plan Review Contact Person: Phone: 386-322-5222 Fax: 386-322-0254 Email: info@soscustomsigns.com Property Owner Information Name An Luxury Imports of Sanford Inc c/o Autonation Real Est Phone: n/a Street: 200 SW 1st Ave 14th FIL City, State Zip: Ft. Lauderdale, FL 33301 Name Sign-O-Saurus of Daytona, Inc. Street: 2127 S. Ridgewood Ave City, State Zip: South Daytona, FL 32119 Name: Davis & Cleaton Engineering Street: 260 Wekiva Springs Rd #1060 City, St, Zip: Longwood, FL 32779 Resident of property? : NO Contractor Information Phone: 386-322-5222 Fax: 386-322-5222 State License No.: ES12001306 Architect/Engineer Information Phone: 407-539-2353 Fax: n/a E-mail: cleatonengineer@gmail.com Bonding Company: N/A Mortgage Lc---' - --""° - --- Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CON' PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A N07 RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPI FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEI COMMENCEMENT. ! Application is hereby made to obtain a permit to do the work and installations as indi( commenced prior to the issuance of a permit and that all work will be performed to me in this jurisdiction. I understand that a separate permit must be secured for ell 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 d Revised: June 30, 2015 2 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 governmerital entititK's 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 agfzoning. Signature of Owner/Agent 46e ,'3t.t e t ate i at e o Contraonctor/Agent Date Charles Sabadash III (AN Luxury Imports of Sanford) Print Owner/Agent's Name , A-/ 2 -20 17 of FlihiHa Date CYNTHIA A. HALLGREN SPRY PVW i 41 Notary Public - State of Florida Commission # FF 947427y?MComm. Expires Jan 3, 2020 Owner/ Agent is X P sA l nMeRM0 AVional Notary Assn Produced ID Tvoe o D Howard " Greg" Martin a ontractor/ Agent's Name // ,,// I I J X W lZl7l-7ignature of Notary -State of Florida tr,: iO'•'% ovrwB o`' : E- XPAIfl-NFSih- i.en. ial A WsmRb, lia EY. H 5 Contractor/ A Produced ID BELOW IS FOR OFFICE USE ONLY of ID Me or Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 1- 1 UTILITIES: ENGINEERING: FIRE: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS__ - -- — —---- Ok reface existing monument sign as shown on plan. Monument shall maintain base and planter of brick or half block. In addition, sign shall contain the address number of the premises, placed parallel to the sign face, in number large enough to be read from the street but -in no case less than three inches (Y) high. Revised: June 30, 2015 Permit Application.. L _._ INSPECTION SEQUENCE BP# 17-3686 ADDRESS: 1100 Rinehart Road BUILDING PERMIT r Min Max Inspection Descri tion Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill/ Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) 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 — Final Commercial — Addition / Alteration Final Commercial --Change of Use Final Building (Other) , Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final 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 Min Max Inspection Description 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 54'-21 /2" M LI V _ r--4'-59/16'7IL-- 922-30BR Dealer Name Panel E 7'-11 1/8"- 1 --SERVICE 18B 18" Black LED Channel Letters r 4'-5 1/32" 512BR Illuminated Directional E4 112BR Standard Pylon 212B Star Element Wall -Mounted 16.0 sf. E5 E6_I Based on 162.3 linear feet of building length ok NOTE: All signage and locations are as prescribed to remove and replace/install four wall signs 226.8. Any revisions requested of these sign selections o with total square footage of One equireprior wri Ok reface existing monument sign as shown on Mercedes- Benz of North Orlando wall sign at ----- - plan. Monument shall maintain base and OURIMAGE. 182.92 square feet on south elevation, one - -- - -planter of brick or half block. In addition, sign w."•., M BUR PRIORITY. "SERVICE wall sign at 11.88 square feet on aIeN7s _ shall contain the address number of the 2655 International Pkwy., Virginia Beach, VA 23452 south elevation and two 16 square foot "Star ,pesal: premises, placed parallel to the sign face, in PHONE: (757) 427-1900 - Fox (757)430.1297 Element" wall mounts on parapet wall. Any w .AG sign.cam -- number large enough to be read from the street additional attached signage on canopy, wall or window shall require approval by City of Sanford Planning Department. Ok to remove and replace directional sign as shown on plan. f South Elevation r;f 1736'ff- r NOTE: All signage and locations are as prescribed by Mercedes-Benz USA, LLC. Any revisions requested of these sign selections or their configuration on the site or building facades shall require prior writt VII -OUR IMAGE -_ A ! R Client: Mercedes-Benz USA Scale: NTS 2655 International Pkwy-, Virginia Beach, VA 23452 Project Title: MB Sanford, FL Proposal: PHONE: (757) 427,1900 - Fox (757) 430.1297 w .AGISign.com Based on 162.3 linear feet of building length ok to remove and replace/install four wall signs with total square footage of 226.8. One Mercedes-Benz of North Orlando" wall sign at 182.92 square feet on south elevation, one SERVICE" wall sign at 11.88 square feet on south elevation and two 16 square foot "Star Element" wall mounts on parapet wall. Any additional attached signage on canopy, wall or window shall require approval by City of Sanford Planning Department. Ok to remove and replace directional sign as shown on plan. Mercedes-Benz — Service PERMIT 1100 Rinehart Road Samford,l~`L OFR` 1`000 The entire scope of work for this project consists only of a face change that replaces the cabinet of an existing sign. This new sign face is the same size as the existing sign face; therefore, the loads on the support structure has not changed. This replacement sign face only has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Building, Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609, and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (Vult): 140 MPH 3-Second Gust Wind Speed (V.d): 108.44 MPH Risk Category: I1 Wind Exposure Category: `B" Applicable Internal Pressure Coefficient: N/A Design Pressure for Exterior Components & Cladding: +/- 17.91 PSF Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 Ph.# 407-539-2353 Lic.#35816 CA #8689 11 l O 1 O 1 PLAN VIEW 1 1/2" = 1'-01" 4'-213/16" I I I I I I I I I I I I NEW HEAT -FORMED CLEAR 0 I I POLYCAR13ONATE PRISMATIC STAR L 0 o I 1 2ND SURFACE SPRAY CHROME FINIf I I (SIZE 2) N I I I ZO I I I I I I I I I I I NEW FACE, PANELS & INSERTS AREI I I 4MM ALPOLIC ACM TBL BLACK @ I I 70% GLOSS I 1 p I I I I fV I I I I I I 1 EXISTING VERTICAL TUBES PAINTED MAP TO MATCH j I AKZONOBEL # SIGN91723 GGBC I I 'ARROW SILVER' Mercedes-Benz Dealer Nameri NEW COPY 15 SURFACE APPLIED YIN' I I 3M #7725-10'WHITE I I -COPY STYLE 15 CORPORATE'A' REGI Passenger Cars I Commercial Vans*--- I NEW COPY 15 SURFACE APPLIED VIN' I 1 3M #7725-10'WHITE I I I I I I COPY STYLE 15 CORPORATE'S' REGI I I I' I I I I dI I I I I 1 I I I GRADE p FRONT• pSIDE ELEVATION v v Architectural Graphics Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Tltle MERCEDEZ-BENZ BLACK Date 03.23A 6 AGI EoR C. MILLER Lead Drafter FKN Drawn By FKN Project Mgr. General Sign Specifications interior 13 Exterior Single Faced [3 Double Faced Non -Illuminated E3 illuminated 120 volts Amps(+/-) Location VAndload 115 MPH / IBC 2012 2 m N G oa c m H 0 o aaaaaaaaa This document b tiN sole propary of ArehllecWnl Grephkah Ino., apd all dealgn4 menufactutlrrp, reproduction, use oral sale right. regarding the same am expressly forbladen. a le submitted under a contiderdlal relationship, f« a special purpose. and the lplant. by ampthM this document aawmr exrsb IF and'asmes tied this dommord adg not be copled « reproduced In whole « In part, rear w mntsrrts r—shad In any manner «to mr person scant f« the purpose for which n m tendered, nor any apapw fsaturso I—tisr te fa dealon be Ineerporated in other projects. Code Type 8743 A Sign Type PG. H• M113-11 12-BR 1 1 ACCESS DETAIL 2 1/2"=1,-0" I I I I l I II II HINGED FACE PANEL I I I I 2 l BOTTOM ACM ISKIRTPANELS L 3 BLOW-UP DETAIL 2 1/2" =1" 4 REVEAL DETAIL 2 1/z" =1nn 10 X 1" S.S. TEK SCREWS @ 6" O.C. FIXED SIDE ONLY 4MM TOP PANEL 090" X 6 3/16" X 1" 13RAKEFORMED ALUM. ANGLE ADHERED TO AGM PANEL W/ 3M VHB TAPE CONTINUOUS EXISTING 2" OPEN CONTINUOUS S.S. PIANO HINGE POP RIVETED TO RETURNS 4MM GROOVE FORMED & ROUTED ACM PANEL 4MM ACM FACE PANEL 1" X 1" X 1/8" ALUM. ANGLE POP RIVETED TO FACE PANEL CONTINUOUS 11/8" X 11/8" X 1/8" ALUM.'Z' POP RIVETED TO SKIRT PANEL CONTINUOUS 4MM ACM SKIRT PANEL r II I 4MM ACM SKIRT PANELS IIlid I I IIII I I ( I i 1/4" WEEP HOLES AS READ 2 SIDE` SECTIQN 4 .090" X 6 5/16" X 1" BRAKEFORMED ALUM. ANGLE ADHERED TO ACM PANEL W/ 3M VHB TAPE CONTINUOUS 5 BLOW—UP DETAIL EXPOSED EXISTING STEEL PIPE UPRIGHTS 2 1/2"=V DOLIOMM Architectural Graphics Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Title MERCEDEZ-BENZ BLACK Date 03.23.16 AGI EoR C. MILLER Lead Drafter FKN Drawn By FKN Project Mgr. General Sign Specifications Interior Exterior Single Faced ® Double Faced Non -Illuminated Illuminated 120 Volts Amps(+/-) Location VAndload 115'MPN / IBC 2012 H C Q z a 19U) n Ttrb doman.ne Is 0. We property of Arene.amr Graphic., Inc., end a0 deelgn4 m.ruhc4c6g. n. preddader4 use and cote dghte rog.rdaw the scow are mmreaely foeolddon. It 1. aubm"Nd under a confidential mdatbnehlp, for a opectel move.., end the re" Iplw% by coceplf thls document enma uoeuetay and agreee that this document will nut M nopled or reproduced In .hole or In part, nor Its contents rencoled In ony manner or to any person eseept for the purpose for welch It e,ae tendered. nor any epeclol fea"" ee pecullar to this deekm be Im parabd in other pmfeete. Cone 8743 A Sign Type PG. #: NIB- 112—BR 2 3'-81/8" l 11 II 2 I I 1 PLAN SECTION 3 3/16" =1" 8" BRAKEFORMED ALUM. BRACKET MOUNTED TO CM PANEL W/ 3M VHB TAPE & 3/16" S.S. POP RIVETS - ONTIN000S 90" X 3 9116" X 1" 15RAKEFORMEP ALUM. ANGLE I/ 5/16":0 X 3/4" SLOTTED HOLE FOR 1/4" BOLT 16" THERMOFORMED ACRYLIC LOGO W/ 18" TRANSLUCENT #7328 WHITE POLYCARBONATE TACKER W/ SURFACE APPLIED DIGITALLY PRINTED IOT MATRIX ERFORATED STEEL STUD PAD MOUNTED TO CM PANEL W/ 3M VHB TAPE & SILICONE X 2" X 1/8" ALUM ANGLE MOUNTED TO EXISTING INTERNAL UPPORT W/ #8 X 3/4' S.S.H.H.TEK SCREW 8 X 1/2" 5.5. P.H. SHEET METAL SCREWS @ 24" O.C. 63" X 8" ALUM. CATCH STRIP MOUNTED TO SLUM. BRACKET W/ #8 S.S. P.H. SCREWS 5 REG. @ 24" O.C. 8" X 1 13/16" #2447 TRANSLUCENT WHITE ACRYLIC I 40UNTED IN THE FIELD I J 020" CLEAR POLYCARBONATE DIFFUSERj W SURFACE APPLIED 3M LT 3635-70 1 NHTE DIFFUSER SNAPPED INTO PLACE -1 AGILIGHT PR0160 6500K WHITE LED 0 3 PER F00T CONTINUOUS 2 PLAN SECTION 3 3/8" =1" cp N An 11191, I IN 3 ALUM. BRACKET DETAIL 3 3/4" =1" 090" BRAKE FORMED ALUM SPA TABS 90 30" O.C. TO BE REMC AFTER INSTALLATION OF FACE PA L------------------ I I I I N I I I I I 31/4" I I 4 BLOW-UP DETAIL L--------------------------------- General Sign Specifications Interior a Exterior Single Faced IM Double Faced ti Non -Illuminated Illuminated 120 volts Amps(+/-) Location Wlndload 115 MPH / ISC 2012 W H Q G a NW F O Z H W G d N S H U) c ZJ Q Ci Q 3 5 U) G W J Ha tv WG G. m r Co O C N r: c3c 3occ 0 o aaaaaaaaa c0 LQ co i 00 2'-41/4" LOGO ELEVATION 4 1/4" =1" ES-BENZ STAR ZE #2 3E READ i SIDE 3/32" co n N SIDE ELEVATION 4 1/4n = 11" Architectural Graphics Incorporated 2665 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757)427-1900 Project Title MERCEDEZ-BENZ BLACK Date 03.23.16 AGI EoR C. MILLER Lead Drafter FKN Drawn By FKN Project Mgr. General Sign Specifications Interior ij Exterior Single Faced Eg Double Faced El Non -Illuminated El Illuminated 120 Volts Amps(+/-) Location VAndload115 MPH / IBC 2012 tr c IX c a U) UJI sA Q Is O e 3 N a G C S e m rA 0 o aaaaaaaaa Tld. dpcumarrt a tiw sole proverb a arehkeeturN or" hMa. Inc.. and .11 tlsslgrr; nmwrecheft g,. reproduction, two and sate r1gMr mgerding the same am exprssab forblbMn. It I. a.bMtbtl under a confidential mladmnhlp, for a apaelel Purpose, end tiro MIPIMt, br ewPNrg Nis document esaumes oustetlr and a— Net Nl. d nwnl will not be copled or reprodtn: ed In whole or In Part, nor ite contents r retooled In arty mer annor toany pemon erupt for the ur ' Ppose for whichIt was, tendered, nor wry special fo.Wroe pseuller to Ntedesign be Inempomi-I In MMr Projects. Code Type 8743 A Sign Type PG. 9: MB-112-BR 4 L.. Mercedes-Benz — Service 1100 Rinehart Road F ESanford, FL (a F C The entire scope of work for this project consists only of a face change that replaces the cabinet of an existing sign. This new sign face is the same size as the existing sign face; therefore, the loads on the support structure has not changed. This replacement sign face only has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Building, Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609, and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (V„ lt): 140 MPH 3-Second Gust Wind Speed (Vasa): 108.44 MPH Risk Category: II Wind Exposure Category: `B" Applicable Internal Pressure Coefficient: N/A Design Pressure for Exterior Components & Cladding: +/- 17.91 PSF Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 Ph.# 407-539-2353 Lic.#35816 CA #8689 I I _ I I I I I I I I I I/ I II I I n BLOW-UP DETAIL 2.J 3/811 = 111 8 X 3/4" S.S. C.S. SCREWS @ 18" O.C. 4MM ACM TOP MOUNTED TO ANGLE W/ VHB TAPE 090" X 1" X 515/16" BRAKEFORMED ALUM. ANGLE MOUNTED TO ACM FACE W/ VHB TAPE 8 X 3/4" 5.5. C.5. SCREWS @ 18" O.C. EXISITING 2" ALUM. PIANO HINGE POP -RIVETED TO AGM FACE EXISTING 1/8" BRAKE -FORMED ALUM. CHANNEL WELDED EXISTING LIGHT BANK EXISTING 1" X 4" X 1/8" ALUM. TUBE SHIM AS REQ'D I #6 X 3/4" S.S.C.S. SHEET METAL I I , / ' \ \ SCREWS @ 18" O.C. 2 BLOW-UP DETAIL 2 3/8tt = 1" e 11 II II II II II II I I I n VERTICAL SECTION 1/818 = 111 Architectural Graphics Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Title MERCEDES-BENZ BLACK Date 02.02.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By BMA Project Mgr. General Sign Specifications Interior ® Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 1.0 Amps(+/-) Location Windload 115 MPH / IBC 2012 z 2to W s C0 Ag C e N p OC 3 z o aaaaaaaaa This; dxum.nt b tlns ,ab prop.rb of A JYbcmnl Graphic.. Ino...nd.11 d"IW% nwnsl " rin% production, u...nd .ale rl" r.oard111y tl-1,11 an .lmnnlr forbWd. It In SubmlC.d UrKW Is oolfltl.ndal r tadpn.hlp, fw a .p.4al p-po.., wed the r.olpbnt, by ace.pdnp thb door AWA sno—o cu.lpdr and .9 - that tab doounu.rt will not be copied w npr.duced In whole w In part, nor Its pont..b nw,.I.d In .M -armor w to wry p.r.cn . 0 for th. purp—m for which It wins brld.rod, n.r any apwM fwWna p—allw b thb d, lgn b. IroerponLd In th- pnl.co. Code Type 8743 1 A Sign Type PG. S: MB-512-BR 1 2 e0 N 3 3/8n =1n 3' - 91/4" 1 HORIZONTAL SECTION 3 312 3RAKEFORMED ALUM. BRACKET TED TO AGM W/ 3M VHB TAPE X 2 7/8" X 1" 13RAKEFORMED ALUM. ANGLE 6"Pl X 3/4" SLOTTED HOLE FOR 1/4" BOLT 1VET NUT 12" S.S. P.H. SCREWS 21/2" X 3/16" ALUM ANGLE MOUNTED TO EXISTING JAL SUPPORT W/ #6 X 3/4" S.S.H.H.TEK SCREW 2" ACM FILLER PANEL MECHANICALLY NED & VHB TAPED TO ALUM. ANGLE 0 S.S RIVET NUT 4CM PANEL IMPACT MODIFIED ACRYLIC BACKER VHB TAPE & SILICONE TO ACM PANEL N 090" BRAKEFORMED ALUM. SPACER TA135 @ 30' O.C. TO BE REMOVED AFTER INSTALLATION OF FACE PANEL 1) 7.5 3 BRACKET DETAIL 3 3/41I_1tt 21/2" 4 BLOW UP DETAIL 3 1/2" = 1" j,/G/ YP I I Architectural Graphics Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach' VA 23450 757) 427-1900 Project Title MERCEDES-BENZ BLACK Date 02.02.17 AGI EoR C. MILLER Lead Dreher FKN Drawn By BMA Project Mgr. General Sign Specifications Interior ! Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volta 10 Amps(+/-) Location VAndload 115 MPH / IBC 2012 z 2 z W G e F Ce OY A5 c e N p C O f G c 3 3 z o a aaaaaQ aa rhle ax-n."k s kn. ."I. nAn..y w Ncnrosemral ar phla, Mo..."a rt e..k".-.,acm o th n .pr r.y forLWdww it r ut wn p undo. m Apw , b M.tloM1"0. for..p.e t purpo..-I W. and mg d. hY at this p aW at 11 d awm. ewtotlrnd .Ilrr w emt ed. tl.eu-.nt MII not a eeplW or npNdutod In whole or In port, ror tle cenlenle r—al tlIn .iM-.M.r or t. bp' p.r on. 0br e» purpwo for wide It m t-dwW. — W .P.NY rf..hP. dW to eu. tlolgn M leeorpor.bd In oew pm}eto. Code Type 8743 A Sign Type PG. #• MB- 512-BR 1 3 I II II II I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L o 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 11 1 itIIIIIII II II II II I II II I II II II I II II I II II I II o000000000000 0000000000000 000000000000o II II II II II II II II II IIII IIII IIII III III IIII 1 ELECTRICAL DETAIL 4 1/8lt = Alt AGI LIGHT BANK RACEWAY ATTACHED TO STEEL TUBES TOP & BOTTOM GE LINEFIT LED LAMPS F36 6500k WHITE MOUNTED INTO FLOURE5CENT 5OCKET5 1) GE 24V POWER SUPPLY GEPS24-IOOU-NA Architectural Graphics Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Title MERCEDES-BENZ BLACK Date 02.02.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By BMA Project Mgr. General Sign Specifications Interior ! Exterior Single Faced Double Faced El Non -Illuminated Illuminated 120 Voles 10 Amps(+/-) Location Windload 115 MPH / IBC 2012 A C I oI< This document b da wle Prop" of Architectural Graphite, nay and all doolm nutmbetaring, npoductlmti — and eado rlphte regarding the aahos are elrprwab forbidden. It b oul nitbd under a conlddon" rNotbmhdp, for a apecbl puriaoo, and the I recipient, .uegGag this document wsumwwe waEodr and agmea that tide doeumud MII not be copied or reproduced In whole or b part, far he Pontenb rerw ed In arty manrar or to arty parson except for ace purpose for which a rw tendered, far airy epee- rwteatepemdW to Mb deolpn be Incorporated to altar projects. CodeType 8743 1 A Sign Type PG. t: MB- 512-BR 1 4 Mercedes-Benz ,,, K 1100 Rinehart Roa Sanford, FL PERMIT #_ i 7 - g This wall sign attachment only has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609 and ASCE 7-10, were employed in the design of the attachments: Ultimate Design Wind Speed (V„ lt): 140 MPH (3-Second Gust) Nominal Design Wind Speed (Vasd): 108.44 MPH (3-Second Gust) Risk Category: II Wind Exposure Category: "C" Internal Pressure Coefficient: N/A Design Pressure for Components & Cladding: +25.66/-31.03 PSF Fastener Chart Wall Construction Type of Connector Attachment Requirements Wood Studs All Threaded Rod with Wood Backing Block Minimum of (4-5) Bolts Each Letter of Sign Thru Wood Backing Block with Lock Nuts & Washer (TYP.) Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 Ph. 407-593-2353 Lie. #35816 CA #8689 l r I7nVNICATED ALUM. LETTER RETURNS ARE PREFINISHED ANODIZED BRIGHT CLEAR ALUM. COPY STYLE 15 CORPORATE 5 DEMI 7-115/8" FRONT ELEVATION 1/8rn =1n 3 1/8" FABRICATED ALUM. LETTER ACRYLIC LETTER FACES WALL 2 SIDE VIEW 1 1/8nr =1rn ACRYLIC LETTER FACES W/ SURFACE APPLIED 3M #3635-222 DUAL -COLOR "BLACK" VINYL Gii Architectural Graphics Incorporated 2655International Parkway P.O. Box 9175 Virginia Beach, VA 23450 757)427-1900 Project Title MERCEDES-BENZ BLACK Date 04.11.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By FKN Project Mgr. General Sign Specifications Interior ® Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 1.0 AmpS(+/-) Location wndload 115 MPH / IBC 2012 c z C zcZ r O u r e o c a a . I °0 c i O N < W This document 1. the ew property of Architectural eraphlce, Inc., and all deign, manufacturing, eduelbn, es and Sale right. regarding the ems are e reSly forbidden. it 1. submitted under a nfidendnl reletlorwhlp, to . spelsl purpe.e. and the mciplant, by aceepdng this document ewme custody and agreee that this document will not be copied or reproduced In whole or In part, nor lb mcordes revealed In any manner or to any person except for the purpeae for which It wasthis dery ,, orary .pedwal featurepaartoIncorporatedIn ether prolacbL Code Type 8743 C Sign type PG #: MB-18- S 1 1 Or 6 X 1/2" LONG 5.5. PAN HEAD SHEET METAL SCREWS KEEP ALL SCREWS ON THE TOP SIDE OF THE LETTERS 040" BRAKE FORMED ALUM. RETURNS VERSILOCKED TO BACKER 4MM ACM LETTER BACK PREFINISHED WHITE ON INSIDE AGILIGHT PRO 160 6500K'WHITE' LED 3/4" THK #2447 TRANSLUCENT WHTIE ACRYLIC W/ 1/8" DADOED SHOULDER 1/4" WEEP HOLE & LIGHT SHIELD AS REQ'D 1 SECTION VIEW 2 N.T.S. NOTES: 1) EXTERNAL DISCONNECT SWITCH MUST BE LOCATED WITHIN 50' OF THE V15113LE SIGHT LINE 2) PRIMARY CONDUCTORS & GROUND ARE 12 GAUGE SOLID COPPER WIRE 3) SIGN CIRCUITS MUST BE NO MORE THAN 20 AMPS 4)14 AWG (MIN.) COPPER WIRE SHALL BE USED FOR SECONDARY GROUNDING 5) 1/2" METALCLAD LIQUIDTITE CONDUIT ON SECONDARY SIDE (IF USED FOR GROUNDING SHALL NOT EXCEED 100 FT. TOTAL ACCUMULATIVE LENGTH R BLOCK ADHERED TO BOX W/ VHB TAPE & MOUNTED rV. BOX TO HOUSE PLY VITCH LEXIBLE LIQUID TIGHT F0 OWNER PROVIDED LED POWER SOURCE IT FLEXIBLE CONDUIT 3 AS REQ'D. DWARE AS REQ'D. MO-UNTING HARPINAREoo CHART- O 1/4" ZINC PLATED STEEL THREAD ROD THRU WALL 3/8" LAGS TH SHIELDS 3/8" LAG BOL 3/8" TOGGLE BO lZ NXALLER1) TWILL BE PR ED STANDARD RDWARE 15 TO B VIDED BY R AS REQ. 2) DED FOR NOT GREATER THAN 3RD STORY MOUNTING - HIGHER ELEVATIONS REQUIRE REVIEW r llArchitectural GraphicsIncorporated 2655 Intemational Parkway P. O. Box 9175 Virginla Beach, VA 23450 57) 427-1900 Project Title MERCEDES- BENZ BLACK Date 04.11.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By FKN Project Mgr. General Sign Specifications Interior Exterior Single Faced Double Faced Non - Illuminated Illuminated 120 Volts 1.0 Amps(+/-) Location Windload 115 MPH / IBC 2012 e o e c S G C C ` CZS 71d. donrmed b tlr. wb PpWrb of Arddbohaal Or" 1c., hre., end .dd de.lpn, manuhctunIQ. r. Prodrwaonr rs. arrd .ab d" r.9wW.9 th..an. w mdawly %rbldd.n. Ita bb.Rtsd under- mrrlldeNel rNeeanh¢, for a .peed Purpo.., end the nclptent. by aecePdrrO ihb dowment ..nrrrre. cuebdr and apn.. that thb downed MD not bo eepled or reproduced Inrt. nor whob wInPaweontMbrsyselsd N arq rrr.rrMr orson to am perP1terth. PurpoN for wddoh a — ts,.1 .4 nor my P.t. aboe. p. ffiw to thb dulgn be drreorpom.d in othsr project. Type 8743 1 C Sign Type PG g: MB-18-S 1 2 7 1 LED LAYOUT 3 1/8'r = ill 31 3 i slow I I Architectural i/ Graphics Incorporated 2655 Intemational Parkway P.O. Box 9175 Virginia Beach, VA 23450 757)427-1900 Project Tltle MERCEDES-BENZ BLACK Date 04.11.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By FKN Project Mgr. General Sign Specifications Interior ® Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 1.0 Amps(+/-) Location Windload 115 MPH / IBC 2012 z_ ern ~ c = t O V r CO O p q W o G K m , C 3 2 This document to this cola property of Archlteobrrel Graphics, Inc., and all design, manufacturing, reproduction, uaa and sale right. W.,dl g the earns era expo-ly forbidden. It Is submitted under a confldendal rolationshlp, for a special purpose, and the —Aplent, by accepting this document ass heals custody and press that this dewment laid not Ila copied or reproduced In whole or In part, nor . contents nwealed In awry moaner w to ary person except for the purpose tor which it was tendered, nor any Spacial features pacrrpar to this design be Incorporated In other pralecb Code tyType 8743 C Sign type pa R: MB- 18-S 3 r Mercedes-Benz r 3 1100 Rinehart Road `.rPERMIT Sanford, FL This wall sign attachment only has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609 and ASCE 7-10, were employed in the design of the attachments: Ultimate Design Wind Speed (V„ 1t): 140 MPH (3-Second Gust) Nominal Design Wind Speed (Vasa): 108.44 MPH (3-Second Gust) Risk Category: II Wind Exposure Category: "C" Internal Pressure Coefficient: N/A Design Pressure for Components & Cladding: +25.66/-31.03 PSF Fastener Chart Wall Construction Type of Connector Attachment Re uirements Attachments to Steel Angle 10-16 DP3 Concealor SS Fastener or Equal Minimum of (4) Fasteners @ Top of Sign & Minimum of (4) Fasteners @ Bottom of Sign T .) Fastener Chart Wall Construction Type of Connector Attachment Requirements Concrete Wall 1/4" All Threaded Rod with Minimum of (3) Fasteners @ Top of Sign & Wood Backing Block Minimum of (3) Fasteners @ Bottom of Sign Thru Wall & Wood Backing Block with Lock Nuts & Washer T Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 Ph. 407-593-2353 Lic. #35816 CA #8689 le u 0 1 PLAN ELEVATION 1 1rr_1.-Or, 4'-5" W-21/2" FRONT ELEAVTION 1 in=I, -orr UM. MOUNTING ANGLES & BACK OF SIGN INTED MAP TO MATCH AKZO NOBEL iIGN80849 GGBC 5EMI'BLACK' X 1" S.S. TEK SCREWS (TOP ONLY), X 1" S.S.C.S. SHEET METAL SCREWS TTOM ONLY) POP RIVETS (TOP ONL)), 10 X 3/4" S.S.C.5. SHEET METAL SCREWS BOTTOM ONLY) HEAT -FORMED CLEAR POLYCAR13ONATE PRISMATIC STAR LOGO W/ 2ND SURFACE APPLIED SPRAY CROME FINISH (SIZE 2) ALUM. TUBE PAINTED MAP TO MATCH AKZO NOBEL #51GN91723'ARROW SILVER' FACE PANELS & INSERTS ARE 4MM ALPOLIC AGM TBL BLACK @ 70% GL055 NOTE 1.) EXISTING WALL CONDITIONS TO BE VERIFIED PRIOR TO RELEASE TO PRODUCTION 9 1/21, I I I I i 3 51PE ELEVATION 1 1n=1'-orr Architectural Graphics Incorporated 2655 International Parkway P.O Box,9175 Virginia Beach, VA 23450 757) 427-1900 Project Title MERCEDES-BENZ BLACK Date 04.21.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By BMA Project Mgr. General Sign Specifications Interior ® Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 2.0 Amps(+/-) Location Windload 115 MPH / IBC 2012 This document ts the sole property of Arohitecbnal graphics, Inc.. and all design, manufacturing, nlproduetion, use and esls righY tsrardtswarng theareexpressly forbidden. M la ouhmiltad under a confidential reiatiorwhlp, for a .pedal purpose, and the recipient. by aco.pnag arts document wumes custody anal agrees that this doprrrrrant will net be copied or reproduced In whols or in part, nor its contents m rnreslad InmyannerCan to ." person eieept for the purpose for which It rres tendered, nor am special features paoslfar to this design be Incorporated In other projects. Code vps 8743 1 A Sign Type PG. #: MB-212— B I 1 0 d' F OFTUBES I le — M d' zz U F 0 m tU z t- z O 3: U. O 4'-O" 3'-51/2" BACK PANEL 3'-01, PLAN SECTION 2 1rr=1'-orr 3'-5" CR055 MEMBER EQ 2'-2" EQ OF CHANNFI_ FRONT SECTION rt 2"X2"X1/8"ALUM. ANGLES 1 2 1 13/16" AGI ALUM. CHANNEL WELDED TO BACK OF CROSS MEMBERS 090" BRAKE -FORMED ALUM.CHANNEL 090" BRAKE -FORMED VERTICAL ALUM. CHANNEL WELDED TO UPRIGHT ALUM. PIPE 6 PJ X 1/8" UPRIGHT ALUM. PIPE 1" X 4" X 1/8" ALUM. CROSS TUBE WELDED TO VERTICAL CHANNEL 1/8" ALUM. PLATE WELDED TO BOTTOM OF PIPE BLOW-UP DETAIL 2 1/4rr = 1rr 513/16" 090" BRAKE -FORMED ALUM. 4 VERTICAL CHANNEL 2 3/8" = 1" BLOW-UP DETAIL 3/4' =1' - 0" 2 1/4" = 1" Architectural r/kGj- I Graphics Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Title 2" X 2" X 1/4" STEEL LIFTING ANGLE W/ MERCEDES-BENZ 13/1670 HOLE FOR 3/479 CLEVIS MOUNTED BLACK TO SIGN W/ 3/870 S.S.H.H. CAP SCREW REMOVE ANGLE AFTER INSTALLATION & Date 04.21.17 SILICONE SEAL BOLT BACK INTO PLACE AGI EoR C. MILLER 1/4" ALUM. PLATE W/ 3/8"-16 HEX. Lead Drafter FKN HEAD NUT WELDED TO UNDERSIDE Drown By BMA FILLET WELD AT V-GROOVE AND GRIND SMOOTH Project Mgr. General Sign Specifications Interior N Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volta 20 Amps(+/-) Location Windload 115 MPH / IBC 2012 063" BRAKE -FORMED ALUM. BACK PANEL 090" BRAKE -FORMED ALUM. CHANNEL 5"0 X 1/8" UPRIGHT ALUM. PIPE 12 X 1" S.S.P.H. SHEET METAL SCREW AT 12" O.C. I/a,"ALUM. PROP ROD BRACKET o m p G rc a m a C 0 o Qa©aaa a< Thle document I. the sole pnworty of Archk.ehnal er.ph,z Ine" and alldeel,y menufaGizat . repreduetba, — and NI. right. regarding th. NIM sap— li, forbidden. It 1. wbmithid Under. confidential roletlonship, br a specW purpa.a, and the Want, by.eespdng ter document asarmraa cuetodr and g— that this doeumant adll net be oopled or reprodue. a b art, er In pM nor w eont«d. r. a..Ied In any mNner er to .m parson except for the purposo for which It v tondared, nor ary apeeW fNtum pecOar in aW assign be Incorporated In Code Type 8743 A Sign Type M. M: MB- 212-8 1 2 0 1 VERT.5ECTION 3 1/8n =1n cri to 1/2" x 6' LONG LIQUIDTIGHT CONDUIT WHIP OUT OF BACK zX 91/21, 2 SECTION 3 SECTION 3 3/8 =1" 10 X 1" S.S. SELF -TAPPING TEK SCREWS 090" ALUM RETURN ATTACHED TO AGM PANEL W/ 3M VHB TAPE & SILICONE 090" BRAKE -FORMED ALUM. CHANNEL 2" ALUM PIANO HINGE POP -RIVETED TO ALUM. RETURN AND 15RAKEFORMED ALUM. CHANNEL 4MM GROOVE FORMED & ROUTED ACM PANEL 4MM GROOVE FORMED & ROUTED ACM PANEL 2" X 2" X 1/8" ALUM. ANGLE TO MOUNT SIGN TO WALL - (4) REID. 3/8"-16 X 1 1/4" BOLT TO SECURE ALUM. MOUNTING ANGLES TO SIGN BACK 1/4"-20 S.S.H.H. CAP SCREW W/ 1/4"-20 RIVET -NUT ATTACHED TO ANGLE 3/8"-16 MOUNTING ANCHORS THRU 2" X 2" X 1/8" MOUNTING ANGLE TO SECURE SIGN TO WALL 3/4''0 X 2'-6" LONG PROP ROD W/ 1/4"-20 X 1 1/2" CAP SCREW USED AS HINGE 1" X 4" X 1/8" ALUM. TUBE 10 X 1" S.S.C.S. SHEET METAL SCREWS 1/4"0 WEEP HOLES - AS REQ'D. 090" ALUM RETURN ATTACHED TO ACM PANEL W/ 3M VHB TAPE & SILICONE I ArchitecturalO' CIsGraphics Incorporated 2655 International Parkway P.O Bok 9175 Virginia Beach, VA 23450 757)427-1900 Project Title MERCEDES-BENZ BLACK Date 04.21.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By BMA Project Mgr. General Sign Specifications Interior ® Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 20 Amps(+/-) Location Windload 115 MPH / IBC 2012 e $ o tg p O 0 a of m c c 3 3 C C as©aaa<1 a4 Thl. document 1.th. -M praWrtll of Mch ldalt- Wrd Grap, 1-., end an d..W4—f—bntng, np- du.tion, use and eel. rghb regarding dre a.ms am septa-y forLMdan. It I. -bmht d under . canndernMl raMgornhip, for a special puma.., end the mclpl. m, by a —Ong thM do— ant es-mes c-tady and agrees d-t this daeu ant will not be -pl.d or r. p .ducted 1..rhel. - In pert, nor ne cerrbnb raaealad M any merrnN ar b arty p-r.orr —Wt far th- pumoes for.hIch It roes boadared, nor arty apaclal faabn. a pa—Iler to Oft design be Incarporatad In other pmOcM. Code F3 8743Sign Type MB- 212-B 2 SECTION 4 3/8rr = Iris HORIZ. SECTION 4 1/8rr = Iris CV 063" BRAKE -FORMED ALUM. BACK PANEL 090" BRAKE -FORMED ALUM. CHANNEL 5"0 X 1/8" UPRIGHT ALUM. PIPE 020" CLEAR POLYCARBONATE LENS W/ SURFACE APPLIED 3M #3635-70 DIFFUSER SNAPPED INTO FLAG AGILIGHT PF0160 6500K WHITE LED 0 3 PER FOOT CONTINUOUS 090" X 2 9116" X 1 7/16" SRAKEFORMED ALUM. ANGLE W/ 5/16"0 X 1" SLOTTED HOLE FOR 1/4" BOLT INTO RIVET NUT 090" BRAKEFORMED ALUM. BRACKET MOUNTED TO ACM PANEL W/ 3M VHB TAPE & SILICONE CONTINUOUS 063" BRAKEFORMED ALUM. CLIP MOUNTED W/ #8 SCREWS 1/8" X 21/2" TRANSLUCENT WHITE #2447 ACRYLIC W/ 1/4" X 1/4" CLEAR CONTINUOUS ACRYLIC LUG 2 1/2" X 2 1/2" X 1/8" ALUM ANGLE MOUNTED TO EXISTINO INTERNAL SUPPORT W/ #8 X 3/4" S.S.H.H.TEK SCREW 1/4" PERFORATED STEEL STUD PAD MOUNTED I TO ALUM. PANEL W/ 3M VHB TAPE & SILICONE 118" THERMOFORMED ACRYLIC LOGO W/ .118" TRANSLUCENT #7328 WHITE POLYCAR50NATE BACKER, W/ SURFACE APPLIED DIGITALLY PRINTED DOT MATRIX 5" 090" BREAK FORMED ALUM. 3 BRACKET DETAIL 4 1/2rr =Iris BLOW UP DETAIL 4 3/8rr =1" Architectural Graphics Incorporated 2055 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Title MERCEDES-BENZ BLACK Date 04.21.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By BMA Project Mgr. General Sign Specifications Interior M Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 20 Amps(+/-) Location Windload 115 MPH / IBC 2012 e Eo ai S HH H1 c C N C G aa©aaa®a< This ueeurrrent I. the oole property of ArphRoobrral QmPhla. Inc.. ed a11 deign, nu fte-Mo. r.pradrreuor4 us and w. rtglda reoardhM th. erne am eapreoly forblddon, It I. auMWttad under. aMld.Ml.l miatlonship, for a apeWal purpoa., mid the nlcII rd. by aoapdrrp this d—.rd awunw w Wdy and agroas that this doeun ont wg1 not be copl.d or l0 rWredueed In vrhWo a In part. nor "a eonfenu r- r.realad In arrr —ar or to any p.raon —,W for th. purp000 for which It tree tomionad, nor arty WW"I feet. p.pullar to this deign be IMarporabd In pruleofb Code Type 8743 A Sign Type PG. N: iMB-212-8 1 4 W iD to O O 0 c. QJ U_ i>J 3n-0 7/8" 1 ELECTICAL DETAIL 5 1 1/2" = v - Orr AGI ALUM. RACEWAY FRAME WELDED TO 3/4" X 1 3/4" X 1/8" ALUM. CHANNELS 4) F36 GE LINEFIT LED LAMPS 6500K WHITE MOUNTED INTO KULKA SOCKETS WHIP OUT OF BACK OF SIGN J-15OX W/ CARLING TYPE DISCONNECT SWITCH @ REAR OF SIGN 1) GE 24V POWER SUPPLY & (1) 60W 12V AGILIGHT POWER SUPPLY Architectural AGJ_ I Graphics Incorporated 2655 Intemational Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Title MERCEDES-BENZ BLACK Date 04.21.17 AGI FOR C. MILLER Lead Drafter FKN Drawn 13y BMA Project Mgr. General Sign Specifications Interior E Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 20 Amps(+/-) Location 1indload 115 MPH / IBC 2012 c IIIIIII IIIaoC5 a of m e 3 3 c n aQ©aaa a Thle doeunwm le the Sale prop.V of Menu- hoel G_phics, Ine" and aft dselpn, nwu(seb,Mp, roproducann, — and eMe rlYhte nrprdlnp the owne e_-rprosslr forbidden. It to Sutte bmidunder a candid -real n"'"onship, for a %p Iol purpose, and the ro Wonr, br —gMng thl decum nt sa-rrw oostodr end atP' Sea thrnrrsn at tlde dootwillnotbe oopled roduced er pIn whole or In part, nor he content led In arty manner or to arnr person _.W for the purpose for which It woo, tendered, nar ary epocW foshnes peculler to thle doelpn be Ineorporsted In other Protect. Code F5i 8743 Sign Type M. MB- 212-B K O N 0) N dJ N 1 FRONT ELEVATION 6 3"=1'-On J/JL- 1 2 SIDE ELEVATION g 3rr=1'-0" Architectural Graphics Incorporated 2655 International Parkway P.O Box 9175 Virginia Beach, VA 23450 757) 427-1900 Project Title MERCEDES-BENZ BLACK Date 04.21.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By BMA Project Mgr. General Sign Specifications Interior N Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 20 Amps(+/-) Location Windload 115 MPH / IBC 2012 7hle document in the we property of Architectural erophdce, Inc., and all design, manufect rinp, reproduction, — end we right ragerdtrig tie -erne are armrosely foAldden. It Is submitted under a conMMidlal rolatiomhlp, for a apeeW purpwq and tie nelplennt, by accepting tide doumnprd eMmree Custody and sgroes that tide documset MII not be copied or reproduced In whole or In part, ner Its cmnen e revealed In arty menner or to any peroon ercopt for the purpose M which It caw tendered, nor ant, epeclal mfouroe peppgar to Mb design be Ineeryerabtl In ether prolecb. Code Type 8743 1 A Sign Type M. M.. MB-212-8 Mercedes-Benz 1100 Rinehart Road (Cv Sdnford, FL This wall sign attachment only has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609 and ASCE 7-10, were employed in the design of the attachments: Ultimate Design Wind Speed (V„ it): 140 MPH (3-Second Gust) Nominal Design Wind Speed (Vasa): 108.44 MPH (3-Second Gust) Risk Category: II Wind Exposure Category: "C" Internal Pressure Coefficient: N/A Design Pressure for Components & Cladding: +25.66/-31.03 PSF Fastener Chart Wall Construction Type of Connector Attachment Requirements Attachments to Steel Pipe Clamp 10-16 DP3 Concealor SS Fastener or Equal Minimum of (25) Fasteners @ Top of Sign & Minimum of (25) Fasteners @ Bottom of Sign T .) Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road, Suite 1060 Longwood, FL 32779 Ph. 407-593-2353 Lic. #35816 CA #8689 i i to 52' - 8 1/4" STEEL PIPE 8' -15/8" T - 4" T -10 1/4" 9' O" 8' - 6" T -10 3/6" ALUM. MOUNTING ANGLE ALUM. MOUNTING ANGLE ALUM. MOUNTING ANGLE ALUM. MOUNTING ANGLE ALUM. MOUNTING ANGLE ALUM. MOUNTING ANGLEr3V'- 5 Ill ill L- 7 ACCESS PANEL FOR LED ""E:CCESSL PANEL FOR LED DRIVER & ELECTRICAL DRIVER & ELECTRICAL 1 1/2" X 11/2" X 1/6" ALUM. ANGLE W/ OVERSIZED HOLES FOR 1/4"-20 S.S. HEX HEAD CAP SCREW @ TOP & BOTTOM 8' - 9 5/8" A 1 8'-On 8'-61/4" 3/4" A 1" 7/8" 1' -1 FABRICATED ALUM. LETTER RETURNS ARE PREFINISHED ANODIZED ALUM. COPY STYLE 15 CORPORATE A DEMI 16' - 4" OF COLUMNS I 1 PLAN VIEW 9'-8" 9/16" 1 1/4'L4-1 1/8" 9'- 2" 8' - 6 3/8" 3/4" 01 i Ian !n111,911 1=0 LETTER FACES ARE #2447 TRANSLUCENT WHITE FABRICATED ALUM. CABINET W/ BACK & ATTACHED ACRYLIC W/ DADOED RETURN MOUNTING ANLGE PAINTED AKZONOBEL SIGN80849 GGBC SEMI'BLACK' & BRAKEFORMED 2 FRONT ELEVATION ALPOLICTBL'BLACK'070%GLOSS ACM FACES 1 3/16"=1'-0" iT-41/4" 16-4" I I I I I I I I I • I I L I I I I I I I I I I I I I I I I I I I I I I I I I I 2" X 2" X 1/4" STEEL LIFTING ANGLE W/ 13/16"0 HOLE FOR 3/4"0 CLEVIS MOUNTED TO SIGN W/ 3/8".0 5.5. H.H. CAP SCREW - REMOVE ANGLE AFTER INSTALLATION & SILICONE SEAL BOLT BACK INTO PLACE 4 ELEVATION MOUNTING 1 3/16" = 1' - 0" Architectural Graphics Incorporated 2655International Parkway P.O. Box 9175 V,4,nia Beach, VA 23450 57)427-1900 Project Title MERCEDES-BENZ BLACK Date 10.20.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By RLS Project Mgr. J. TAUSCHER General Sign Specifications Interior Exterior Single Faced Double Faced El Non -Illuminated Illuminated 120 Volts . 5.0 Amps(+/-) Location SANFORD, FL 31/2" 4° Windioad 135 MPH / IBC 2012 1 1/4" LOCATION OF CENTER CHANNEL 3 SIDE VIEW 1 3/16" =1' - 0" toac11 N o r a o o c ce o " m Thle docum. d le the sole property of Architectural eraphles, Inc., and all design, manufacturing, reproduetlon, use end eale rlghtaregarding the same are expresey soforbidden. it Is bmltted under a eenfldantlal relationship, for a special purpose, and the —1 lent. br accepting this document assumes custody end agrees that this document will not be co led or reproduced In whole or In part nor It. contsnb revealed In any manner or to any person except for the purpow for which it was tendered, nor arry spechd features peculiar to thls doeign be Incorporated In other Projects. Code Type 19640 C Sign Type PO R: MB-922-30-BR 1 CV N7 qn 51DE 5ECTION 2 1/4rr = In KNURLED RIVET NUT IN STEEL ANGLE ATTACHED TO HORIZ. PIPE - TOP ONLY 4MM ACM BACKING KNURLED RIVET NUT IN ALUM. ANGLE ON BACK OF SIGN CABINET - BOTTOM ONLY 11 Architectural Graphics Incorporated 2666International Parkway P.O. Box 9175 Virginia Beach, VA 23450 7"427-1900 Project Title MERCEDES-BENZ BLACK Date 10.20.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By RLS Project Mgr. J. TAUSCHER General Sign Specifications Interior Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 5.0 Amps(+/-) Location SANFORD, FL Windload 135 MPH / IBC 2012 m cmtv WH Hill toCO 0 W W T Ol 01 C C 3 3 0 Q N V This document Is the sole property of Architectural Graphics, Inc., and all design, manufacturing, reproduction, use and sale dghta regarding the eame are aiprosely forbidden. It Is submitted under a nfldentlal relstiorwhtp, for a special purpose, and the recipient, by accepting this document assumes custody and agnr— that this dowmem wig not be 1 co:: pled or reproduced In whole or In part, nor Its ntents revealed In any manner or to any person apt for the purpose for which It was tendered, nor any special features peculiar to this design be Incorporated In other proleate. Code Type 19640 C Sign Type PG A: MB-922-30-BR 2 31/2" X 1 1/2" X .090" BRAKEFORMED ALUM. CHANNEL VH13 TAPED TO AGM PANEL ELECTRICAL POWER SUPPLY 040" ALUM RETURNS STAPLED TO ACM BACKER 6 X 3/8" 5.5. P.H. THREAD CUTTING SCREWS FOR PLASTIC (MCM #99461A310) USE MINIMUM SCREWS ALONG BOTTOM OF LETTERS 3/4" TRANSLUCENT WHITE #2447 ACRYLIC W/ DADOED EDGE 1/4"-20 X 1" LONG S.S. HEX HEAD CAP SCREWS @ t18" O.C. OPEN-END RIVET NUT FOR 1/4"Pl BOLT @ 18" O.C. 1 1/2" X 1 1/2" X 1/8" ALUM. ANGLE WELDED TO BACK OF BACKER PANEL PAINTED TO MATCH #61GN80849 GGBC SEMI 'BLACK' 4MM ACM PANEL VERSILOCKED TO RETURNS AGILIGHT PRO160 6500K WHITE LED'S 4MM BRAKEFORMED ACM PANEL 31/2" X 1" X .090" BRAKEFORMED ALUM. CHANNEL STIFFENER W/ 1/4"0 WEEP HOLES 3/16" S.S. POP RIVET BLOW UP DETAIL 3 1/2c = In 1" LUNY b.5. ItRS MXtWt) EQ'D QUIDTIGHT CONNECTORS QUIDTIGHT CONDUIT IPE NIPPLE WELDED INTO COLUMN 1NG STEEL PIPE ALUM. BACK PANEL TING STEEL PIPE VERTICAL SUPPORTS rI I Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 57)427-1900 Project Title MERCEDES-BENZ BLACK Date 10.20.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By RLS Project Mgr. J. TAUSCHER General Sign Specifications Interior Exterior Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 5.0 Amps(+/-) Location SANFORD,FL Windioad 135 MPH / IBC 2012 0 c tgtv o m m s w m c c 3 3 This document Is the sole prop" of Architectural Graphics, Inc., and all design, manufacturing, reproduction, use and sets rights regarding the same en expressly forbidden. It Is submitted under a confidential roieeonshlp. for a special purpess, and the redplmt, by seceptl"g this document assumes tsnres eusdyandagthatthis document will not be copled or reproduced In whole or In part, nor Its contents nrealed In arty manner or to any person escapt for the purpose for which It was tendered, nor any *pedal features pawgar to this design be Incorporated in other prolects. Code Type 19640 C Sign Type PG A: MB-922- 30-BR 3 Architectural Graphics Incorporated 2655 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 757)427-1900 4MM FLUSH ACM ACCESS PANEL W/ 7/8" WIDE X 1/16" DADO IN BOTTOM Project Title MERCEDES-BENZ BLACK Date 10.20.17 AGI EoR C. MILLERI8X3/4" LONG S.S. PAN HEAD SHEET METAL SCREWS AS REQ'D Lead Dreher FKN I II I Drawn By RLS Project Mgr. J. TAUSCHERIII . 040" BRAKEFORMED ALUM. BRACKET General Sign Specifications I II Interior Exterior I AGILIGHT 6OW POWER SUPPLY Single Faced Double Faced I Non -IlluminatedIjjlII Illuminated AL l i I 120 Volts 5a0 Amps(+/-) Location SANFORD, FL Windload 135 MPH / IBC 2012 va" 1'-4° I l t I IIIIIIIIIrIIjiI I I I I I I I I 1 JI EXISTING STEEL TUBE PIPE SUPPORT I I I I I I I I I I I I I I r\ I I I II I I I I 090" ALUM. BACK PANEL I I I I II STEEL PIPE COLUMN I I C L I I I I I V I NEOPRENE GASKET acce rIIp MO C mI040" BRAKEFORMED ALUM. 7" CLIP STUD mMOUNTEDTOINSIDEOFBACKPANELcI4reproduction, e` m I I This document Is the role Property of Archlim t rral 1 I Graphics, Inc., end all design, manufacturing, use and sale right. regarding the same submitted under . confiden tlel relNonshP for a special purpose, and the recipient, by accepting this document assumes q not be cosledy and agrees that this le or in partcoledorreproducedInwhet. or In part, nor It. mannerertomryperson PeWfrohepurj BLOW 7 UP DETAIL @ACCESS s forny ed,nor raptforthepurposeforamkhtiwastana«aa, nor any spact.l firahmas peculiar to this design be Incorporated In other Proieets. Code Type 19640 C Sign Type PG A: MB- 922-30—BR 4 POWER SUPPLY #1 (QTY 57) POWER SUPPLY #2 QTY 58 POWER SUPPLY #3 QTY 53 POWER 5UPPLY #4 (QTY 5 POWER SUPPLY #5 It /1 d B N 1 /'j' s nz i,.-. 1 \ - 1 - 1 11 I 1ndoI -- -- 0 1 -- 1 I 1 1 I I I I 1 t` t` t I f 1 1 j t / I I `I 21 10 8 8 10 12 10 9 2 15 10 12 9 9 8 15 9 8 7 13 12 8 7 10 12 12 9 LED LAYOUT 5 N.T.5 Architectural P 7G Graphics Incorporated 2665 International Parkway P.O. Box 9175 Virginia Beach, VA 23450 757)427-1900 Project Title MERCEDES-BENZ BLACK Date 10.20.17 AGI EoR C. MILLER Lead Drafter FKN Drawn By RLS Project Mgr. J. TAUSCHER General Sign Specifications Interior N Exterior E Single Faced Double Faced Non -Illuminated Illuminated 120 Volts 5-0 Amps(+/-) Location SANFORD, FL VAndload 135 MPH / IBC 2012 mCcmLi mCO m N 0 T WC cC 0 Y of Title document Is the sole property of Architectural Graphics, Inc., and all design, manufacturing, reproduction, use and -1. rtghte regarding the acme aro ex_y roraldden. It 1. submitted under a wonder'..' rabdionship, for especial purpose, and rethe cipient, by acoeptieg this document assumes custody and agaves that this document will not be copied or reproduced In whole or In part, nor ft. J contents revee.ed In any manner or to any person except for the purpose for which k was tendered, wr am, special f—turee peculiar to this design be Incorporated in other prolseb. Code Type 19640 C Sign Type PG X: MB-922-30-BR 5 I Project: Mercedes 1100 Rhinehart Rd Sanford, FL 32771 Attention Growth Management Department: This is to grant written authorization to Angela Kopnicky to act on my behalf to apply to the municipality of City of Sanford, FL for a sign and/or electrical permit for the work to be performed at the address & project referenced above. Angela Kopnicky is also the authorized agent for the purpose of obtaining any variances required to erect signage for the above named project. Since cf Martin ES12001306 STATE OF Florida COUNTY OF Volusia The foregoing instrument was acknowledged before me this day of reki uc a. 201 bY who is personally known to me/whb produced i as identi ication and who did not take an oath. VStateofrLCountyof olu`S la Commission # 3 My Commission Expires: Notary) Notary Public State of Florkfe andrea E Awad t My Commission GG 181413 Expires 01/31/2022 2127 South Ridgewood Ave., South Daytona, FL 32119 386-322-5222 * Fax: 386-322-0254 inf664soscustomsi ngs.com * www.soscustomsigns.com