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HomeMy WebLinkAbout19-21520 CITY OF ZEPHYRHILLS t 5335-8TH STREET (813)780-0020 21520 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21520 Address: 6042 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: MONUMENT SIGN Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0010-11300-0000 Improv. Cost: 7,248.00 OWNER INFORMATION Date Issued: 7/31/2019 Name: FRANCHISE REALTY MCDONALDS Total Fees: 187.50 Address: 4908 W NASSAU ST Amount Paid: 187.50 TAMPA, FL 33607-3827 Date Paid: 7/31/2019 Phone: (813)630-9634 Work Desc: INSTALL 4 MENU BD W/ ELECTRIC CONTRACTORS APPLICATION FEES MAGEE SIGN SERVICE SIGN 120.00 ALL SERVICE ELECTRIC OF FT MYERS ELECTRICAL FEE 67.50 0 Ins ections Required FOOTER ELECTRICAL ROUGH FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER -E Sig M g E DESIGV� FABRICATE INSTALL SERVICE 6/3/2019 City of Zephyrhilis Building Department 5335 St,Street Zephyrhills,Florida 33542 To whom it may concern, I 1& 1). m 1w - f R the license holder,for Magee Sign Service,hereby authorize the following person(s)to act as my agents to submit permits,pull permits,and pick up permits,and sign for permits, with the City of ZephyrhillsBuilding Department.They are approved to do so for my license number ES12001333. Authorized agents: Jed Lawhun Jerry Northrup Tomas Prado Heather Conway-DiPlerro Priscilla Navarro If there are any questions or concerns,please do not hesitate to contact me.941-722-5391. Jack D,May,Jr ES12001333 STATE OF R"DID I•GI a COUNTY OF M �,(Ea ff-f I hereby certify that the foregoing instrument was acknowledged before me this day of 2019,by i. ` - ,� onally known to 0— NOTARY' Notary Public—Stale of Floridame or has produced satisfactory identification. • Commission!{GG 176898My Comm.Expires Jan 18,2022' Banded Ihrouyh Notional NolaryAssn.PUBLIC,State of Florida My Commissio E ire •©//6-Z Z 1511-2V Avenue East,Palmetto,Florida 34221-Pho e:941.722.5391 Fax:941.722.6020-Email:Jed@mageesigns.com f 813-760 0620 0.0021 City.of.Zephyrhills Permit Application Fax-813-7E pU;k'rig Department - Date Received _ Phone Contact for Pcrmitlin (941 �%22+5391. rtrT-T-di FwscrsE REUTr. .. 813-630-9634 Owncls Name vc,OO;�un��atiwcarl Owner Phone Numbcl ' /903 W NASSAIJ ST DWRC is Addioss TAVPA FL 33607-3827 Owner Phone Number - Fce Simple fiUebolder Name owner-Phone Number Fee Simple T Meholder Address .jOg ADDRESS 6042 GALL BLVD, .LOT . SUBDIVISION F PARCELIOa 03•-26-21-0010-11300-0000 tORTAINID FROM.PROPERTY TAI NOTICE) WORK PROPOSED t:LW LCO41RB ADDIALT = SIGN = = DEMOLISH INSTALL REPAIR _ PROPOSED USE = SFR Q C01.l}.+ L—J OTHER- . TYPE OF CONSTRUCTION = BLOCK Q FRAIJE STEEL INSTALL 4 MENU BOARDS TO.REPLACE EXISTING,(2 MAIN MENU BOARDS.2 PR-SELL DESCRIPTION OF WORK BOARDS NEW FOOTERS AND NEW ELETRICAL - BUILDING SIZE_ SO FOOTAGE 3998 HEIGHT �� ' =BUILDING 57;148 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL � AMP.SERVICE = PROGRESS ENERGY ,00o I =PLUMBING .IJ {' _ 1 �((('���\ - - =I.IECHANICAL V ATI N OF MECHANICAL INSTALLATION 01 GAS = ROOFING PECIALTY Q OTHER v LOA" FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES' NO Bu1LDEli. �� caMPAr+Y MAGEE SIGN SERVICE '. . SIGNATURE "`~ � ~' .REC dTERED Y N FEE cuRREl- YIN-- Address licenses ES12001333 ALL SERVICE ELECTRIC OF FORT MiYERS - .ELECTRICIAN '��.�D COMPANY - SIGNATURE :'REGISTERED Y N .FEECURnFAc 'YrN Address Licenses EC13068616 ..PLUMBER _ - COMPANY' _ SIGNATURE. .REGISTERED Y V N- FEE CURREA Y I N .Address -7771 License a - . MECHANICAL COMPANY SIGNATURE- :REGISTERED YIN-. 'FEECVRRFn YIN , OTHER _ .. COMPANY. SIGNATURE REGISTERED. -YIN FEE CIR+RER. . Addross Lioensea _ 1 1 1 1) :.RESIDENTIAL Attach(2)Plot Plnns;.(2)sets of Bwlding Plans;(1)set of Energy Fortes;R-0-W Permit for new constructiwi, IGmimum ten(I0).woridng Gays Killer submittal dale.:Required onsite.Construction Plans,Stomiwaler Plans vd Sal Fence installed, •Sanitary Fao6tiea b 1 dumpster,$Ite Work Permit for sdbdidsonsttarge pmjeds COMMERCIAL'. Attach(2)complete sets of Bluldhg Plans plus a Ufa Safety Page;(1)'sit of Energy Forms.R•O•W Pemut for new consbudmn. 'Mmirnurri ten(10)working d4ys•after submittal date:Required onsite,Construction Plans;Stomnvater Plans w1 Sdt Fence installed. Sanitary Facilaies 9A dompster.Site Work Penal forall new proiects..All commerml requvements must meel compkance SIGN PERMIT Attach(2)sets of Engineered Plans.' PROPERTY SURVEY required for all NEW construction. -Fin out appiirabon completely.', Owner.6 Contractor sign Datlt of sppgEation,notarized - - 11 over E25DO;a Notice o1 Commencement is required._(A/C upgrados over$7500) - - - . :Agent(for the contmaof)or Power of ADomey(for the ownerj wou:d be someone vnth notarized lettO from owner au0wdung same. . - '`OVERTH.E COUNTER:PERMITTING _ (copy ef.contrad required) - - .. Retools a spvlgles Sewers Service Upgrades AIC ' Fenu s(PbUSumylFootage) DGvcways-Not over Coreder A on public roadways:.needs ROW - - NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County.• TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance.in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all•applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify.that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer. licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,,alter,or set aside any provisions of the technical-codes,nor shall issuance of a permit prevent the Building Official from.thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work.ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTJEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) 44 OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this S b 'b an swo r a rm )before me by by -mg V !s� Who is/are personally known to me or has/have produced VV o i/are personally known to me or has/hav6 produced as identification. as identification. Notary Public 1 �(.� Notary Public Commission No. Commission No. Priscilla A.Navarro Name of Notary typed,printed or stamped Name of Note efirl"TRYIPUBLIC STATE OF FLORIDA " 2 Comm#GG.138663 ��NCI 19�0 Expires 8/28/2021 i ,n Outdoor •ital Menu Board Program IM)C.DAonaldis McDonald's Corporation 110 N Carpenter St Chicago, Illinois 60607-2101 LETTER OF AUTHORIZATION To Whom It May Concern, The undersigned, hereby authorizes Magee Sign Service to sign as contractor and submit permit applications for the Outdoor Digital Menu Board installation at the below location for McDonald's. McDonald's Restaurant NSN 3475 UC [009-028.2] Address: 6042 GALL BLVD,Zephyrhills,FL 33541 McDonald's Corporation , Owner & Ob* Ana F rreira Martinez, D elopment Coordinator Date: May 22, 2019 STATE OF FLORIDA COUNTY OF HILLSBOROUGH The foregoing instrument was acknowledged before me this 22nd day of May, 2019, by Ana Ferreira Martinez,Developm nt Coordinator, who is [XI personally known to me; or [] who has produced as identification. Signature of Notary Public (Seal) ;=ot ivvy c: JENNYAAOINER „_ MY COMMISSION#GG 211858 "qrp P EXPIRES:August 26,2022 Bonded Thru Notary Public Underwriters TH63 INSTRUMENT PREPARED BY: Nime: Address: INSTR 'BK 9916 PG # 2019093904 2973 06/05/2019 10:30am Page I of I Rcpt: 2060534 Rec: 10.00 DS: 0.00 IT: 0.00 NOTICE OF COMMENCEMENT Paula S. O'Neil, Ph.D. Pasco County Clerk & Comptroller State of Florida County of Pasco Permit Number: Parcel ID Number:.03-26-21-0010-11300-0000 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) Restaurant—McDonald's 6042 GALL BLVD ZEPHYRHILLS,FL 33541 GENERAL DESCRIPTION OF IMPROVEMENT: Replacement of Drive-Thru menu boards OWNER INFORMATION: Name: McDonalds Corporation, a Delaware Corporation, successor in interest by merger to Franchise Realty Interstate Corporation: 110 N. Carpenter Street, Chicago, IL 60607-2101 Fee Simple Title Holder (if other than owner) Name: McDonalds Corporation, a-Delaware Corporation, successor in interest by merger to Franchise Realty Interstate Corporation Address: 110 N. Carpenter Street, Chicago, IL 60607-2101 CONTRACTOR: Name: McGee Signs Service Address: 1511 20th Ave E. Palmetto, FL 34221 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: McDonald's Corporation Address: 110 N. Carpqnter Street, Chicago, IL 60607-2101 In addition to himself,Owner Designates—MaGee Signs Service of 1511 20th Ave E. Palmetto, FL 34221 To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement(The expiration date is I year from date of recording unless nless 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING-WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties.of perjury, I declare that 11have read the foregoing and that the facts stated in it are true - . i - to the best of my knowledge and belief. LAIV L,4 Owner's Sigrjature Owner's Printed Name Florida Statute 713.13(1)(g):"The owYer-must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State Of 006 fL�__County of bwgah The foregoing instrument was acknowledged before me this day of by-6na R" Wirwz_ IDCV &Oyd Who is personally known to me NJ Narn�,e of person making statemdrit OR who has produced identification El pe of.Identification produced: JENNYA.JOINER MY COMMISSION#GG 2118,58' EXPIRES:August 26,2022 Bonded Thru Notary Public Underwfflei� Notary Signature I i 1, 1 I ,I STATE C1F '��` .!,, , THIS ISTc)cERTIFY�CG YNE FOREOj0 i1G��� TRUE AND CURBEC L� rCORD IN THIS OFFICE ON FILE OR OF H ND AdND FFICIAL SEAS TraHIS \NITNE DAY C0 TROLL pAULA S.O N ' DEPUTY CLERK BY Electrical Scope of Work General Scope of Work(SOW)=Day 1 1). Provide labor,supervision,consultation,and/or materials to perform the services and provide the deliverables described:in this SOW. 2) Complete trenching and/or directional boring for electrical and low voltage conduit pathway. 3) Saw cut primary drive:thru or concrete divider as required based on the specific location:. Up to 15'. of saw cutting,for drive lane. 4) Installation of low voltage pathway.(see Conduit Pathway Drawing below).The pathway is to include the required pull string for"LVC" Low Voltage Conduitwork and should be at-a minimum depth as required by code or same depth as electrical pathway and 6"-away from the electrical conduit.The conduit shall extend a minimum of 5"above the top of the concrete foundation. It shall include the following materials: a:One 2" PVC Conduit from building to Lane 1 Outdoor Menu Board (ODMB). b.One 1" PVC Conduit from Lane 1 ODMB to Lane 1 Pre-Browse board. c.One 1%"(1.25") PVC Conduit from Lane 1 ODMB to Lane 2 ODBM. d.One 1" PVC Conduit from Lane 2 ODMB to Lane 2 Pre-Browse board. 5) Installation of electrical pathway(see Conduit Pathway Drawing.below),The pathway is to include the required pull-string for electrical work and should:be at a. minimum depth required by code and a minimum depth of 18"and 6 away from the low voltage conduit.The.conduit shall.extend'a minimum of 5"above the top of the concrete foundation.it shall include the following materials: a.One 3/4" PVC Conduit from Electrical Circuit Panel to J-Box. b.One 8/4" PVC Conduit from J=Box/pull box to Lane 1 ODMB. c:One 3/4"PVC Conduit from Lane 1 ODMB to Lane 1 Pre-Browse board. d..One 3W. PVC Conduit from Lane 1 ODMB to Lane 2 ODMB. e:One 3/4" PVC Conduit from Lane 2 ODMB to Lane 2 Pre-Browse board. 6) Running.electrieal wire from the new ODMB foundations to the Electrical CP Panel. a. 1-20 AMP isolated circuit per drive thru lane. b.6'feet left on each end to terminate and allow for service loop. c..The typical site will be<150'from circuit panel to end-point. i. 50'from panel to.pull box. ii. 20,to ODMB#1 from pull box. S P E N C E R T E C H N O L O G I E S iii.20'from ODMB#1 to presale board. iv. 20'from ODMB#1 to ODMB#2 including 12'of saw cutting. v. 20'from ODIVIB#2 to presale board#2. 7) Clean up from installation and remove waste from the site including; but not limited to,.car_dboard,, rocks,grass,shrubs,construction debris,etc. 8) Level ground and return site to previous condition. General-Scope of Work(SOW)—Day 2 1) Complete.electrical wiring terminations at the Pre-Browse,ODMB's and at the electrical panel. 2) Disconnect old ODMB power defined below: a: Locate power disconnect switchbox for ODMB with integrated orange rocker switch. b. Remove the plate with integrated switch from electrical box. C. Remove the black(hot)wire coming from the conduit to the back of the orange power switch, cut the terminal off and cap with appropriate-sized wire nut. d. Remove the white(neutral)wire coming from the conduit to the back of the orange power switch,cut the terminal off and cap with appropriate-sized wire nut. e.Secure the wire nuts with electrical tape(if required). f. Replace the plate with integrated switch over the electrical box or cover with a blank outdoor outlet plate(not included). g.:Reinstall access panels of signage as required. 3) Disconnect,cut and cap electrical wires on old foundations. Install customer provided foundation covers over existing menu board foundations. a. If required remove signage bolts and cut conduit stubs to make them fit within/under the foundation covers. b.Complete site safety check. 4) Paint the newly installed conduits that runup the building and penetrates the building to match the existing,color of the building. Notes: 1.)All local electrical codes take precedence over this document. Page 1 of 8 Spencer-Project Electrical_and Sign SOW_06202018 Template ID:SOW20161024 January 31,2018 S: P E- N C .E. R T E C H N O L O G I E S Electrical Conduit Pathway Diagram McDonald's Physical Building Elec Panel Sviitc� All elec.conduit is 51." ; 2 LV oorduit - J-box Lane 1 Lane 2 ODMB ODMB z - r 1°.LV Lane 1 Lane 2 Pre-Browse Pre--Browse Page 2 of 8 Spencer-Project Electrical and Sign SOW_06202018 Template ID:SOW20161024 January 31,2018 S P E N_ C E R -rep HNOL O G I E S Signage Scope of Work General Signage Scope of Work(SOW) 1: All foundation and signage work is to be coordinated with the Electrical Contractor. 2. Confirm that the municipality has performed utility locating before beginning any excavation work. 3:_ Only one driveAhru lane maybe closed off at any given time.Safety cones or caution tape must be used to alert customers that a lane is temporarily closed and the manager on duty notified prior to closure.Any closed lane must be re-opened as soon.as possible. 4. Excavation,footing design and installation work must be in,corhpliance with local building codes and per engineered plans and site layouts(see Foundation Drawings below)to meet the designated wind speed requirements for each specific site(120/150 MPH and 180.MPH wind speed sites)and foundation count(2,3 or 4 new concrete footings per site): 5. Signage Contractor shall supply and install Sonotubes; rebar cages and Spencer provided galvanized anchor bolt kits per site for each footing(2,3 or 4 footings per site as required): 6. Supply and install 3500 psi concrete in all footings, per the engineered plans. 7. Signage Contractor shall assist Electrical Contractor with electrical conduit placement inside footings. 8. Signage Contractor to,contact and coordinate with Building Inspector to inspect footings prior to pouring concrete. 9. Signage Contractor shall mount new Customer Order Display(COD)placard on the existing COD unit. 10. Once new Pre-Selland_ODMB boards are installed,tested and confirmed in proper working condition,the Signage Contractor shall: o Remove the old menu boards from their mounts o Cut the anchor bolts from their.foundations o R,emoye for recycling any fluorescent light bulbs(if* ot LED) o Place supplied foundation covers over the old foundations o Put the old menu boards in the supplied construction dympster. 11. All work areas must have the landscaping returned to previous condition,ground leveled and installation materials removed. 12. Permits and permit fees supplied by Spencer. 13. All materials below will be supplied by Spencer: o COD Placard Page 3 of 8 Spencer=Project Electrical and Sign SOW 06202018 Template ID:SOW20161024 January 31,2019 �j S P E- N C E. R T E C H N O L O G I E S o CAT6 cabling,connectors and termination tools o Galvanized anchor bolt kits,nuts and washers. o Foundation covers MENU-BOARD = DEI IGNED.BY .OTHERS-- AREA OF.SCREEk AREIO0 SdfflE 4 WITH BEZEL WITH 9EZEi." 4'-1.518" 0.92ni cacti o:92m ea& 19. 5'-11 518' FABRICATED STEEL COLUMN /BASE PLATE .SLOPE TO'SHED WATER, 4",3° GRADE :GRADE. . 0 (3)#3,REBAR,10". CJC (3'IN TOP S°suPPL'IED BUY.GENERAL CONTRACTOR) (A)314"DIA.X'44"LONG HEADED Rd6.(GALV'.) (4)#5.REBAR(EQ..SPACED) SUPPLIER.BYGENERAL CONTRACTOR. 2.:0.. . . DIA. . 3"MINIMUM I^ DIA CONCRETE COVER- ELEVATION 0.59 YDS.,OF CONC. SIDE VIEW REQ'D 120 and 150 MPH Foundation Drawing Page 4 of 8 Spencer-Project Electrical and Sign SOW_06202018 Template ID:SOW20161024 January 31,2018 C S P E N C E R T E C H N O L. O G I E S I MENU.66ARD DESIGNED.BY OTHERS` AREA;gP.#REEo AIIFA,OESCREEIy , 1hflTli BEZEL`. WItH BQEL 4.'-1.518° 092ni_9R jer�h 0:97m eaih. [9 [9.9R 9:8"X3:9"X0:24". ---�FAMZICATED STEEL COLUMN BASE PLATE SLOPE TO SHED WATER: A"Z GRADE GRADE Fl kEgAR 1U' CIC (3 IN TOP 5"SUPPLIEQ 8.UY GENERAL C0NTRACTOR) (4)3/4".DIA.X 44'LONG "ANCHOR 60L-t W/ 2"X2"X7L4°6NASHER sp (GALV:) (4)4RPM(Eq,SPAGED). SUPPLIED.BY-GENERAL. CONTRAC70R. 3 MINIMUM CONCRETE COVER 0.a5•YpS:OF.CON.. REQ'A DIA. ®) DIA.,� ELEVA` l SIDE VIEW 180 MPH Foundation Drawing Page 5 of 8 Spencer-Project Electrical and Sign SOW_06202018 Template ID:SOW20161024 January 31,2018 S P E N C E R T E C H N O L O G I E S NOTES: • PIER DEPTHS, REQUIRED ARE MINIMU IS. ALL PIERS TO EMEND TO FROST DEPTH AS DEIMMI NED SY LOCAL :WRISDICTIO`I. • TOP:DF PIERS SHALL K SLOPED SOCH THAT VOISTORE CMUOT AQW11AULATE• • VINIVIJM ALL6WABLE LATERAL SOIL EEi4RiNG PRESSLAI! 1C0 PSr/F7 CF DEPTH (X2) • ALL REINFORCING STEEL BrY &NOZAL COMTR.J"014. I cc LOPE TOP TO :HED *WATER 12 ( c z, ;FINISHED. GRADE 4 1/2,' 0 T/FOUNCATION.. .i.. r'T/CURET :w r EL FO'—Y (REF)EL. +0'=0" (fim 1+0'—1..` to +O'—Y 4 NDISIURSED SOIL --- --{4) J' CIA, ANCHOR RODS 2'X2'W STEEL PLATE W W 0 o • TE SIZE AND SPACING PIN a.o a• ' 01CLOWRE PROVIDER "(AS ' EO'-) PER WIND SPEED): cc ,.� SUPPLIED BY GENERAL IPA a ' s COt1T114CIOR). U0 ' 8 BAR SIZE AND 0UA9W PER or« •� i ENCLOSURE PNOVICEH.(As EO'0 PER.WI`iD SPEED): 5U'PMED'BY CENERAL n CO? ACTOR). .t ---CO%ICRETE FOUNDATION of•/ •t . d • a 3'. COVER" 2' A FOUNDATION. DL4 Page 6 of 8 Spencer-Project"Electrical and Sign SOW_06202018 Template.ID:SOW20161024 January 31;2018 t S P E- N' C E R. 'rep H N O L O G I E S ROTE:. HEAVY HEX TOP OF PMRS SHALL BE su.N�tt SVCH THAT MOToTURE TOP2PLS f tlT (CALVAl:1ZED), CA r 6^,CLWULATE • ANCHOR'ROIr,NUi5,AND WASHERS SH&LL BE SI'41PPED AS AN ASSEMBLY FROv'IRE ENCLOSURE MANUFACTURER 2%2'4•W/VTES (GALVANIZED).2 PLS HFAIN HEX 4'. LEVELM NUT 9 t 2 ' 'SLO75(TYP.) 1 (GALVANIZED) L M as 1 UV 1 W S �y i yy1 1 • VA HDT-DIP?EA V1 I¢ETD qW A':CHOR RODS Ck I 4- q' 1 E FLATE ')f2'4'PLATE 1 O-AINCHOR .BOLT. PATTERN HECED ROD NOTES: TOP OF.FIERS SFL'�iL BE SLOPED SUCH THAT MOISTER[ CANI:OT ACCUM IATE • ANCHOR RODS, NVTS,.AND WA�NERS SHALL BE SHIPPED,AS AN ASSEvELY FROM THE MCLOSURE YMUFACTURER DO NOT CUT ANCHOR BOLTS AFTER I'MAUAMON OF PCLE ELECTRICAL CO,,iOLITS FED THROUCH HOLE IN BASE FLJTE -- -� H (2 DG'{2 F15) l 2•X27({' PLATE; 's 1 2'i!2•lS}' n LLNWNO PLATE T NUT H?: t C ?CONNECTION. DETAILS R076p OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE HEAVY P NUf HGviia¢ED). CCAANOTACCUVULATE r' ( ��yg�e{FBv • ANCHOR RODS,NUTS.AND WASHERS W L BE MPPEO AS 2 FL.S AN ASSEMBLY FROM THE ENCLOSURE MANUFACTURER •lo J C, g�$�'o WAS E' J otio �Ig �GALV UM). 2 FLS g as L. g• I HEAVY.HEX. R EUNG"NUT (GALVANIZED) N F S- >j� 1 ; Lo W . Ear; Ezo Go •a 7. I W X 8�E ¢ I Al 1z*� 9 c •LV�VIZED IPPlD Cyof: ANCHOR RODS Q o va�q PLATE p s b Lir SE.2R (B-- ANCHOR BOLT PATTERN �""EADEJ) RCD gz. -- Kg O f CO Ii I O fl. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 01 S� }7 Se )1 a Date Received: �Ab Site: a y� 1 /� / V o/ Permit Type: �h s7ti ' S1 y h S y n� od,Yd5L Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be-k pt with the permit and/or plans. 1f ly nig Kalvin S er—Plans Examiner Date ontractor and/or Homeowner (Required when comments are present) r n Coates 55"'outdoor digital menuboard Version.l.0 02-55=2S/D.Outdoor Menu Board .Permitting Unit information Coates o D M:B rmi Coates Single screen unit LJ. Area of display 2 ft.23/4in. ri; LJ coates,.-,,�� m Trial sq=efootW&ffi s%ft Coates ODMB r coates Double screen unit LJ Area of display Area of display 2 ft.23/4in. 2 ft.2314in. i I_ I LJ LJ s. co6tes=,,.:i6 coates-To ToWs*mfoobgm 17.71 sq.ft Coates 0 D M B rq Coates Single screen-unit l ft 1 11/16 in. 2 ft.51/8 in. [347.16] 13.7 [740.00] 29.1 CI0 OD . : OD. COE 10D. �n 00 OQ N O .LA. 00 120 aQ Da JE :0 Coates OD.MB .LJ Lj coates Double screen unit 1-,ft.111/16 in. 4 ft.1 o in. .[347.17] 13.7 [1472:00] 58:0 =0 0� Lr, C D � o Ln Q Coates ODMB L, coates Power. draw `""� Max potential draw-5.7A.@11 OV Max,potential draw 9.8A @11 OV c &us UL48 Electric sign Coates o QM B J:coates Height variations Existing design has multiple fixture points already built in for brackets and screens allow for lowering in 2 additional increments. 2nd oltemote fixture points .allow I Oomm/4"drop Lower central pole Coates standard height to meet Mc6 1st alternate fixture-points allow'S0mmt2"drop for 14"+drop screen height requirements TF t C G w e4 rn 1 ,F inin 00 to '"� t19 •i �. .ti Lf, f Current C1nifi New Pale Display specification -rn.-Coates 2 ft.413/16 in: 35/8in. 731.4[28,8] 85[3,31 Samsung 55OW Diagonal Size. 55" Brightness 2500 NIT Weight 52.6 Kg[118.2'lbs] Mechanical- Specification Glass 5T Tempered Glass Bezel Width. 24.'9m -[6.98"] �. Operation 46OC—SO °C[-40 F N 122 F]..' Temperature v Certification Ul.:CUL60950=1(GO), Display specification r" - J.coates Lo Lumen output The attached is the max potential light.output of the screen(see accompanying IES file) 60* The units have inbuilt ambient light sensors These light sensors dim the brightness of the screen based on the light surrounding it �- i• The screens can dim from full brightness 2500nit(Figl.)all the.way down to 500nit.to soo- prevent excessive output(glare)in low light and night time environments 45" 1 i jii j' 45% 30° 15°-�_ 0° -15 -30° Cd/klm 71= 100% CO-C180 C90-C270 -Fig 1:0 Coates ODMB coates Single with additional security glass .L J 2-ft.81/8 in. 816..[32;1] 0 Optional.tempered glass,security cover 6mm tempered glass 1'ft.3 in. .380 [15 . o, o c � n Go � \O�� co Coates ODMB rn'coates Double with-additional security.glass 5 ftJJ8 in. 1548[60,91 ® � Optional tempered glass security cover 6mm tempered glass 1 ft.3 in. 380[15]- O c � rg D aLn Coates O DM B r :Coates Additional security glass LJ 't wMw Ll Coates e�gates Coates Coates O D lVI B rn'coates L.J. Color specification Unit powder coat color Coates dark grey Match Pantone:446C Gloss specification: 7-12 units-@60deg LEWLDEBOr M SECTION 3. TOWNSHIP 26 SOUTH.RAPCE 21 EAST GENERAL NOTES PNOHT IOCI{Tlpl MAP STRIPING&SONAOE NOTE: TOaWsta6LSDaaILlaaasSDWANltaraLLWIOaa ZEPHYRHILLS,PASCO COUNTY FLORIDA specIS.OA5O A a t!•a /Mal So tw a mmm am t. COMMIDYDNI aaAMDM=COM i6Caai C6a1RK76R uOAa ALL PAIEMDIT MAW=t SIONA6E RILL BE MBTAUED N CONFORI AIDE MIN FOOT CWW LWLX o Ftu mI,FW AMIc Solving new moon MD T.IOIC ME M XE tt11MAl OCaIML'100. t3 MMMY AD TRAFFIC DESIGN STANDARDS OIDOIRFT DATED JANUARY 1004)AND CIaALAa•LRMalwtm Mtl.! z fSM A NY lK n mwT rot ML lv.ot //�\ t 1NE WiC0 MANUAL. 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ML tlMwaN al6tl At a EnoEaa To THE tIKwMEI u,A t W A EEIrEI*P55 MM!.maw Mt1 AWS(Ar MM 11 55055 Z(AIEll: C 2(S€)At.G(AaRT UAL a 0cT) ° , G. Yap MUST t" RY,NE 604XK L 10 55 11 AT (�w.p - �•� atarewrrL i � `I PARCEL LD.NO.03-26-21-0011-1N2O0-Cn,"`.� i :' i!y_-• a nag wC M•gas CLEMIENI DULL t r AemE FNI N / J # + ZONED- C--2(GENO M.COMB ERG L STRCT1 i tJ rte PArdeMc a. ML LAIMIC PE AtM S MIL t 40101 GWM w r MW t1Ea401 ,__- °._._____= - � ,OP OF ML SWIM AM 0.55 F.aN VIA OM,LM ISCOM O .EA EATS ------5--- --�— — 3E6SYR \- `y'.� MM WISDOM Iamas ME 51 55 O•MR/erOHATOA- IM6561YE �"SD e Ar 3!3411 '� L� XL F n' MCMMMA Fa w►P061 RM ecEWE /` ra sx V, r ;y �r x ., rl •\„ �..•..•.•_.�;:: NO iFiT 1{RM .� PAVING SPECIFICATION .>R. -3 .. 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'61ral«F.SD Ita1Oh 1*1 N LE60 Ra•MMee4 H:OaPaa1N A FtETr i.L:1,4SID Y!"� \ "d' t1YHom Al M'L Al Won""a»«e.N.o.eg«) W. yy �• ;. r . \.\ y W MCOO0 a na«1 a« M.gat..ee«T NT 01 1 9. 0 2 �G 12 i nt ` �. • ,'1 l \\ 1.««MN a a f»E i«o 611 a01"% 01 N.all 1EKi IO _ ^ i M 5aI«I. 7»Nto115M.1+1«N«w»oM0* by W ,. ra� , �• a MW. .neNct 61u.1o1.The••.•.«MW be na«M ley a. ( v PARCEL IA.NO.03-26 21-1X1! 1^.F .... . '.. Nt I.cslr«ror ewioE wr a e«e«ax STM»«MW J. t1/w M four 141 k0Nla51 to xte..o.1 8 ee0•.NIS. The SW►a/R IL (, 00ff . GALL BOULEVARD LAND TTPJ.T A gRa1 MW»l«M0 1.Ear W 6K.06"i5 Smo.K.%re a S�PJ t GUS SMtAYA4 &SAN KOUTR(Yi"AN?S.4 ?p. a i. . '-. *106 1117 Al W N.aN Ia 5151 et.15$•WNLM M«l be/NN• a sr sow �5 RSA ZONED: C-2((11FRAI-r„MhM'P1aw LTAW,'r; ~ 00 to IMWty 1�11 WOSLO Miest..tal to.W"i«N. . O o —r1� !�M '. a NN 1«..e Na..M W«Abe N W 6105.11.Ikelol1 WW. M..']T' L C.XE$ I I N�G o + vre:.e.aa OK 'E'Wwta.N.MW»«1�ia:a�4 � � ins i i A-t 1 (,` /A�/L�L Ytl�1LH✓{C�TAa11.17i-t7E+� p s� ^�yam" 6«.1tl C«M«Nr'o 14«10 a«oa»a1YM M Nt/Mr Qs.a. (\gq w < kt�`ING +a00E N �d �.-- 1 Q n VMuNc NATIONAL ELEG ''f , . tx BIpN '' " As AND TAE CITY 9NK,' TW m0l A alt trwa I,al.rt/.5lv.Lx as McIE • "a' W aD1+w j , Owe ..Drag eM�alala wE.«r Te ISDam aaa«+el • `!!(0•.=-I `LS► \Q 5maaaL et au a M+t Lsat s..aara • y ! 10. p CIRDINANCES _ 15. LO LiGFH71NG RECOMMENDATION « ,lit i1 � A � 1 RE11N1 I�i1 r � ,. . o / � �_� A� •....4 4-18'CONCRETE LOT UCfIT POLES � y � 1 ! O L+VgJ „�8 1 Wqt �r 7000 wATr METAL NALDE LIGHT Fn(TUREs Z O P S _ MlvC a6#N C•IaAC1a1119 atavr TOY 11aIM a.NW. W Z 1 -: emYa /a►� x ` yi • LC gE1X Oi PARKING INFORMATION O A4a1� mH •~Q • .��__.._ _ - µ 29 LOST SPARS 9' X IS' • 90 -GUY IXE P.SIG ARE 0 9►ARS 9• X IV • 90• • NN-1 F I � ON76a-T67Fa �L Cl•5 a' • 18 SPARS 8' 0 16' • 60• • /j�\ 1 nano /` - a- XOWak{1?ILR 'WI aL 49 �I L.-. ( .:.,_:.t 717 OF°A!9( 2 NC rAQt 12' X +8' • 90• 41 Cm1. r s _ :r.'.SANT LS.OR IBA: UTILITY INFORMATION 551519551 a-- U C.OAS LNE 0 To tIEWM1 ____.. U.G.+F WN II:E. - SIZE TYPE LOCATION ' __._..p.--.__..._J9.P114 IB' SAINARY SE1KIt o g ® MTifT'.d SIAM sLRaR < fk:2P r OAS m a �'�p SURVEY INFORMATION 1 O.1-P"�jo+• PR[►AIED GEORGE A.SMHP I AND ASSOCIATE&INCORPORATED RO j W SITE DATA 3- PPOSED E10ssTMc R E"I ULO ED/AVED 3So+D.SOTA BLVD.SUITE 0 Vy� g rc -- / . 6• (BRA) PALM HARBOR.FLORIDA 34663 j rc 8 ••, �s p �A�t• 11 0� ZONING DISTPoCTNO/LA USE C-2 C-2 C-2 v oATc 3�3o/oD • C, "�I FAST FOOD RESTAURANT FAST FOOD RESTARANT FAST FOOD RESTAURANT LEGEND to BWnL 1� STN ON THROUGH ISM ORPoE T(*1110H 1M 0515 DINOIMJI 8 7 + . too AREA(s4 FT.a AFAES) 54,534 sine(1.25 Ao.) 54.834 SF.(1.25 Am) N/A —w°A sTA"`BL9 — v (SO.FT.16%DROSS AREA) 4.558 S.F.(ILA 4.266 S.F.(7.alg 13.658 S.F.(425 FAR) w����w�pO11w»»�IEI�pa1t T LOT LION [s'"-.',] LIuTO p 8 —fn—A�IT�ST_ OIIIIaa 8XVATI IN x tE(+ — PROPO$FD FRONT 30. (U.3 301) 46.20 N•S.301) - 30' _ MOPOtD LLEVATEIN fps BOON DW L� ROAR 458.86'(5.16.41) 64110(S.R.41) 30'(S.R.41) PLAN SCALE 1 - 20' ' + PROP0 STA%ED SILT FEBI HEIM 17'3 16'S 30' STREET ADDRESS ADD 6FD TE .R g + WASM OF FLOORS 1 1 2 6056 Gall Boulevard (U.S. Highway No. 301) M a _/!' ,a1 ON PAVED 5380L*AREAS(S0.FT.a%OF Sill) 32.722 SF.(548 35750 S.F.(6!).4%) N/A CITY STATE R 91DENA11(5 t PAVERS(50.FT.a M OF 915) 2.074 S.F.(3.5%) 1.800 B.F.(axq N/A sTATusBY[AlDAT E ZEPHYRHILLS FLORIDA`a1m PAM"LOT INTERIOR L*ADSC C 3438 S.F.(11.00 2.104 SF.(7.DE) s%OF V.U.A.(I.644&F.) pR ARy SP-4 $ftl PLAN (s0.FT.165 OF VO9CULAR USE AREA) COUNTY - PLAN CHECKED ! SR .r 2 . ORAINAY!Al 1R11.ITY PLAN TOTAL IMPERVIOUS SURFACE(%aF SITE) 31.354 S.F.(72.0!9 41.688 SF.(7449 43.707 S.F.(80.0%) PASCO OPEII SPACE 15.280 S.F.(28.0%) 12.738 S$(323%) 10476 SF.(20%).AILS TOTAL FOR LOT(80.FT.a%OF Ste) REGIONAL DWG.NO DRAWN DY: A.L.E. ms`s LANDSCAPE PLM PANG4o 40 SPACES 60 SPACES 31 SPACES 1P1 SURVEIY(yT 68861 A.SMOP E OM ARreeUtlMl IMQa (INCL.2 HA DICAP) (MLT...2 HANDICAP) i SPACE/15D 4F. 0 0 9-0 2 8 3 DATE DRAWN: 5 841 .E vow4+e�av�ua.c�oBRTlswme�sP-+.daD CaFJOBNO: r�� SIGN CANNU Notes: JE:SJGN BY OTHERS IJ 2 — ELE - 1 DESIGN BY OTHERS 0 1. Design Cry Big Code. Florida State Building Code 2017,J 1' Model Code HC 2015 J ». Environmental Code: ASCE 7-10 , IALL STEEL SHALL BE TOP VIEW HOT DIP GAL AIRED. UQ mote Wind Speed: 140 MPH Exposure C 2,—�� Category n I —1 2. Foundation analysis assumes soil class 4. The allowable bearing pressure should be verified prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation and immediately contact THE CUENf. MENU BOARD 3. Caisson foundation is based on a presumptive safe lateral soil bearing pressure minimum of 150 psf per foot of depth. Isolated lateral bearing footings subject to short—term lateral bads and not DESIGNED BY adversely affected OTHERS by a " motion at grate are permitted to be designed using twice the tabulated corresponding sal class. 4. Foundation shall not be placed on, or at the top of a slope exceeding 3:1 without evaluation by a competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 door compressive strength of 3500 psi. 6. Steel reinforcing bars shall conform to ASTIR A615 Grade 60 with deformations, in accordance with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolls shall meet ASTM F1554 Grade 36 and shag be galvanized to prevent corrosion. 8. MI support members .shall be free of defects. Steel tubes shall meet ASTM A500 Grp B with a I C sire of 46000 psi. Steel pipe shad meld ASIM A53 Grade B with minimum yield /� y� �,j� minimum yield - a9 8"x3.r px0 20" strengthof 35000 psi. Steel angle, channel, andplateshall meetASTM A .. _ FABRICATED 9. Steel welds shall be made with E70XX electrodes by persons qualified in accordance with AWS standards within the past two years. STEEL COLUMN 10. Structural bolts shall meet ASTM A325 and be zinc coated runless noted otherwise. Heavy hex nuts BASE ATE COVER meet A' I1riA583 and meet ASTM F436 when used wiith high strength bobs. AH high strength SLOPE TO SHED :wi, ut m unless rated use. 11 Th engin ;7e. e rs ible fear safety acn a be xe, during, or after the installationWATER of tis Itr H'dy of the ter and installe s to a that theofthisfully comply with OSHA regulations. 12. Amr deviation fromsor dioxin any part of drawm without pier written consent of thisern9irnarer weds thisvring in its J 3 3 REBAR 12" O.C. 13. The depicted on this drawing is intended to be 'installed at the address shown, and should not be (3 IN TOP 5" SUPPLIED used at any other location. • �' BY GEN. CONTRACTOR) .'© NOTE' TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE „ McDONALDS'S 3475 — SINGLE FACE MENU BOARD (4) "Ox 44 LONG ANCHOR ROD W NUT 6042 Gall Blvd., Zephyrhills, FL WASHER (GALV) 1 SPENCER 102 OTIS STREET TECHNOLOGIES NORTHBOROUGH, 2'—O" DIA (4)#5 REBAR 2'—O" DIA. MA. 01532 (EQ. SPACED) - ' TIDE KACHF.EE GROUP SUPPLIED BY FRONT VIEW GENERAL CONTRACTOR L`I -Gil Consulting Engineers SIDE VIEW 1MMite Fiotse Road V:856-34&7111 1�lane w►iNYr�rb lr t w i Suite 406 F:856.846.7112 3" MIN. CONCRETE .�.Mr'--' ,,e,, ,. Voorbee,. J 08043 wt"d aw.e. w.. ii I.e t BY t vEe r;r PlO. 181290 AwpwAiieW%wp.rw.off 2 t 5-16-2019 t ans No. 7-10 FOUNDATION SCHEDULE 8' JNICKSTEa } ULTIMATE WIND SPEED FOOTING DEPTH (SEE GEN. NOTES) 11*0 Ts oN D1 D t u t " 11110 3 —6 —6 1 115 3f-6tt 3'-6t 9.8xx3.9' .M 0 FABRICATED 120 31-6" 3t-6" 130 31-6It 3'-91 r$ HEX NUT (GALY,) a' 4" 140 3 -8" 4'—O" --- 1s` T !ATE 31 RATE V. 150 3'-6" 4'-4" f 1t 3 At 160 3 —� � —�6 \ 1URN 9.8jxj.9'xO.20' FABRICATED 170 39 4 -9 ANCt t 4� �, ' x ' ors :) a lld RODW/ US0 PICHOR 180 4t-0" 5'_D" . 6 & NUTS s� B NC4OR BOLT 'e x 44' LONG ANCHOR PROECUON DEThL ROD W/ WASHERS & NUTS NOTE TWO OF THESE SIGNS WiL BE INSTALLED AT THIS SITE. McDONALD 'S 3475 — MENU BOARD DETAILS 7 o w I t 6042 Gall Blvd., Zephyrhills, FL NUT (GALV.) SPENCER 102 OTIS STREET TECHNOLOGIES NORTHBORCUGH, IVIA. 01532 TACK) THE KACHELE GROUP m MOLT ConsulEngineers 100O 4lute T-lcttte Rod :ess ss 7111 w+ ..'faNuri..L a iM Fiytre"� die 406 F:8siG su.7112 .r io.four aw aft W k C F aju . 1'txxlx�es.' t 1 3 lb Ewor Id wl d ap.er.!r.glory ..d -r..v ud'* �fu r 1 By v e a PROJECT Na 181290 w..abao.eafur»+t 2 mow No � ► 2 nE 5-16-2019 f31WMMiC cc 7-10 er vT11ElS aECTRlcuwl ►Til Notes: DESIGN 4'-10" BY OTHERS 1. Design cry Buffing Code: Florida State Building Code 2017 Model Code: IBC 2015 Environmental ASCE 7-10 M • t i s w All S CGi J 011 BE FK)T D GALYANTL#D, Ultimate Wind Speed:140 MPH Exposure C TOP VIEW Got cry I 4OVER '-t o" — io " 2. Foundation anoysis assumes soil cuss 4. The allowable bearing pressure should be verb prior to placement of concrete. In the event that the stated requirements are not met and conditions appear deleterious, cease and secure excavation on and immed'iote!y contact THE CUENT. 3. Caisson foundation on is based on o presumptive safe lateral soil bearing pressure minimum of 150 psf MENU BOARD per foot of depth. Isolated laud bearing footings subject to short—term lateral loads and not DESIGNED BY aversely affected by a / motion at grade are permitted to be designed using twice the tabulated OTHERS value of the corresponding soil class. I s 4. Fob shdl not be placed on, or at the top of a Slop a e� 31 without . by a AREA OF AREA OF SCREEN competent Professional al Do not place foundation in fill. WITH BEZEL WITH BEZEL 5. Concrete shall be mixed to attain a minimum 28 day compressive strength of 3500 psi. 0.9211 EACH 0.92M EACH a 6. Steel reinforcing bars shall conform to ASIW A615 Grade 60 with deformations, in accordance with [9.9f1] [9.9ft] = ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shod meet ASTM F1554 trade 36 and shod be galvayzl, to prevent corrosion. AN support members shall be free of defects. Steel tubes shall meet ASTM A500 trade 8 with a mminn yield strength of 46000 psi. Steel pipe shall meet ASTM A53 Grade B with minimum yield strength of 35000 psi Steel agile, channel, and plate shall most ASTM A36. 9. Steel welds shall be mate with E70XX electrodes by persons qualified in accordance with AWS standards within the pow two yam. 9.8"x3.9"x0.20" FABRICATED 10. Structural bolts ASTM A325 and be zinc coated unless noted otherwise. Heavy hex nuts STEEL COLUMN meet AS1W563 and washes shy meet ASTM F436 when used with high strength bolts. AM BASE RATE COVER high strength bolts thai be tightened using the Turn—of—Nut method unless noted otherwise. 11. Thus w not be responsible for safety on jobsite before, �. or after the neon fl II SLOPE TO SHED of this she. It a the responsibility of the owners, contractors, and installers to ensure that the WATER installation of this structure is completed using methods that f* comp* with OSHA regulations. 12. Any deviation from this design or from any part of this drawing without prior written consent of this � 'i 4 �' )7/,> engineer voids this drawing� 13. � to be installed at the' address sshown, aand �! not' be (3)13 REAR 12 fl.C. .��,''� , used at any otfher boys r. (3 IN TOP 5" SUPPLIED e. '✓�� BY GEN. CONTRACTOR) /' NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SYft. MS'S j 3475 — DOUBLE FACE MENU B( RD (4) "øx44" LONG 6042 Gall Blvd., Zephyrhills, FL ANCHOR ROD W/NUT7 & WASHER (GALV.) ; E N E R 102 OTIS STREET NORTHBOROUGH, TECHNOLOGIES ��p �jr� y , Dl IYIf'�. ���JL s " -0 . REBAR - THE cx- , GROUP (EQ SPACED _ Cis v EnOwexs SUPPLIED BY GENERAL CONTRACTOR1000 While Hai 14 ad ' SIDE VIEW � 0NT VIEWsuiu F;sUs,hIs 3" MIN. CONCRETE COVER w i rupud bi P.cj,t \r,� ._NI(i43 as�Ia"dams ia.i1Mny am a,. d —w aciIt BY PROJECT v.E.e. NO.181290 lh u'su tbaandtrearwu»byow 1 vin"w aproxc aalNa aaaaMI of Ma bow. ortE 5-16-2019 CRNG NO ,a FOUNDATION SCHEDULE ME ULTIMATE WIND SPEED FOOTING DEPTH (SEE GEN. NOTES) 1 ills xPATrm AN D1 D2 110 3'_0,1 3:_6» 1 1 115 31_61 3 t 6 s,s'>�3.9•xO.20' FABRICATED STEEL COLUMN 120 3'_0" 3'-6" NUT (GGLv.) ' 1 O 3'-6" 4'-0" 6� a E Sf 1 RATE 1W 150 3'--6" 41- 160 31_6 4 —6 'Ox _ 7 9.8 x3.9 xO.20' FAIfICATED 4'F• LUNG STEEL COLUMN 170 3'_g" 4 —9 N ANCHOR ��,, — x 44' LONG ANCHOR (may) / ROD: W/ WASHERS & NUTS 180 4'—O" 5'—O" _( çBASE `o TE BOLT 'dx44" LONG ANCHOR DETAL ROD W/ WASHERS & NUTS SECT ON A-A NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SITE. McDDNALDS'S 1 3475 MENU BOARD DETAILS `* HVY HU 6042 Gall Blvd., Zephyrhills, FL NUT (WV) S P E N C E R 102 QT1S STREI=]' , ___ ( r TECHNOLOGIES Nt�RTNB�flR�U�H, MA. 01532 THE CHELE GROUP AWN BOLT Consulting Engineers 1000 t% a Howse Rosa T.&,6.346-71l I Thu. o-.i an kiIu.ts aI 11r 6 rt.wr'. Suite 406 F.850.316-7114 _Am for w Mfj.#A Now b iltk au Z' Dees tiJ f#SU 1S TM64.wAdmoieNs►�Im.1Y1" r dw�..a o kw++•f fe°'I V, of v .a PROJEC1lO. 181290 weatbi.,wtrofw A)o 2 uf.#*ad .f Go sop..f ffi wat .fAo�t to .fri d to 6or, 2 DAVE 5-16-2019 t wait ao. 7-10 1