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Home My WebLink About19-21582 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21582 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21582 Address: 5505 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 11-26-21-0010-09000-0080 Improv. Cost: 230,000.00 -OWNER INFORMATION Date Issued: 8/01/2019 Name: CK ZEPHYRHILLS LLC Total Fees: 3,567.67 Address: 38068 DAUGHTERY RD Amount Paid: 3,567.67 ZEPHYRHILLS, FL 33540 Date Paid: 8/01/2019 Phone: (813)713-3974 Work Desc: CONSTRUCT CHECKER RESTUAk—ANT 954 SQ FT CONTRACTOR(S), APPLICATION FEES BORREGARD CONSTRUCTION INC BUILDING FEE 1,135.80 CHRIS'A/C COMPANY SEWER CONNECTION COMMERCIAL 836.00 CHRIS BAHR PLUMBING ELECTRICAL FEE 195.00 WATER CONNECTION COMMERCIAL 404.00 PLUMBING FEE 150.00 FIRE INSPECTION FEES 34.52 au POLICE IMPACT FEE 155.50 FIRE IMPACT FEE 166.95 PUBLIC SAFETY 5% 16.12 WATER METER RES 3/4" 473.78 ins6ections Required F OTER 2ND ROUGH PLUMB MIS C INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER misc. ROUGH ELECTRIC LINTEL misc misc. 1ST ROUGH PLUMB PRE-METER INSULATION WALL misc. DUCTS INSTALLED- WATER misc DRIVEWAY PRE-SLAB SHEATHING misc. misc. CONSTRUCTION POLE FRAME misc. I misc 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. CONT CTOR SIGNATURE PERMIT OFFIVR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 9 _ Phone Contact for Permitting Owner's Name tL-b-5 LL C- Owner Phone Number ��'" ta3' 3 1 Owner's Address 3,60 c f&flp, Owner Phone Number Owner Phone Number JOB ADDRESS 5 S�9`I 2— LOT# SUBDIVISION PARCEL ID# AP (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN Q 0 DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR COMM 0 OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL DESCRIPTION OF WORK V45y"Ovo-e %&4e- JC40ATdC" v BUILDING SIZE 1' SQ FOOTAGE= HEIGHT BUILDING $ O r � t Y 17 � VALUATION OF TOTAL CONSTRUCTION kk �6c,•I:�SO SV��V ELECTRICAL $ AMP SERVICE 0 DUKE ENERGY Q W.R.E.C. EAPLUMBING $ ` C, f SID f LS MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION GAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES No lJ )f GcKf • nQ�� BUILDER COMPANY 121Z '(r�t'�'17-)f .-%_TY.V L-'Tb ) z SIGNATURE AM r f REGISTERED Y/ N_J FEE CURREN Y/N Address 7`3 i) �'K�i' Gi�Jt_ TDPrt1 3 License# ELECTRICIAN 5 COMPANY IC 4 SIGNATURE �� REGISTERED4 N FEE CURREN Lj2LIN Address as 0 .( • License/# j� --el Qjj� 0 T /PLUMBER COMPANY `�q SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address .c 7:�2, iq al r UO License# "F �2 MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY x SIGNATURE REGISTERED Y/ N FEE CURREN Y/N r Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power.of Atto�h6j-(forthe-owner_)..would,be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING ;(copy of•co"nt�oCt regi"fired), Reroofs if shingles Sewers $ervice.Ugg�ades A%C •' :.,r eoc6s(Plot/Survey/Footage) roadways.,rieeds Driveways-Not over Counter'if'on:public• ROVV NOTICE OF DEED 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: |f the owner has hired o contractor nr contmoctorohoundmrtakemmrk. theymaybmrequinedhobe |icensedinacoordanoawithotaboand |ooa! nagu!aUone. If the contractor in not |imanoad as required by |ovv both the owner and contractor may be cited for o 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. Furthermona, if the owner has hired e contractor or oontnactors, he in 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 o|Qn 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 bui|dingn, as specified in Pasco County Ordinance numnber8Q-07 and 90-07. as amended. The undersigned also understands, that such feea, as may be due, will be identified ot the time of permitting. |tie further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving o "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power re|eaoe, the fees must be paid prior to permit issuance. Furthermore, if,Pasco County VVohor/Smvver Impact fees are due, they must bm paid prior to permit issuance |o accordance with applicable PoauoCuuntywndinancao. CONSTRUCTION LIEN LAW(Chapter 713. Florida Statutes, assmmendmd): |f valuation mf work io $2.5OO.00ormore, | certify that L the mpp|ioant, have been provided with a copy ofthe "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and.Consumer Affairs. |f the applicant |o '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 itho the^ovxner"prior hacommencement. ` CONTRACTOR'S/OWNER'S AFFIDAVIT: | 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. | martih/'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. | also certify that | understand that the regulations of other government oQmnniao may apply hothe intended work, and that it is my responsibility b1idgntifv what actions | must take hzbeincompliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection-Cypress Bayheado, Wetland Areas and Environmentally Sensitive Lands,VVabanMaab*mxabarTnaetmenL - Southwest Florida VVahor Management District-Wells, Cypress Bayheado, Wetland Araan, Altering Watercourses. - Army Corps ofEngineero-GeovvoUa' Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-VVeUs, Wastewater Treatment. Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authorib+Runxmaye. | understand that the following restrictions apply to the use offill: - Use of fill im not allowed in Flood Zone^V^ unless expressly permitted. - |f the fill material is to be used in Flood 3bnm ^A", it is understood that o drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by*a professional engineer licensed by the State nfFlorida. - If the fill material is to be used in,Flood Zone ^A^ in connection with��a permitted building using stem wallronmbuotion. | ce�� U v�U vtha� beunodon|ybm�Uthemreav�thintheatemvxaU. - If fill material is to. be used in any area. | certify that use of such fill will not adversely affect odi000nt properties. If use of fill is hound 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 iorequired. |f| 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. | understand that meponaha permit may be required for electrical xxork, p|umbing, signs, xxeUs, poo|e, air cond|t|oninA, gmo, 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 Wo|aho, cence|, a!hor, or set aside any provisions of the technical codes, nor nho|| issuance of permit prevent the Building C}Oioio|from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the mmrh authorized by such permit is commenced within mix months of permit ionuonce, 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 maybe requamhmd, in wriUng, from the Building Official for period not to exceed ninaty /Q0\ 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 INTEND LT Checker Schedule of Values Contract Far. `Checken Z Hills Project Number- _CK-1 A B C Scheduled Value SubtolalbyDw Item tb. Desc lod-of Work 1 General Ra4ubemena 31.917.00 2 verve/ 5,450.00 3 Building Permit(By Oymer) 4 General Conditions 26,467.OD 5 Site Wort 188,055.00 6 Clearing,Grating,Paving 72,675A0 MOTAI—nce 7 Site ULOdin 27,250A0 8 PeMous Concrete,Curbs,Sidewalks 57.280.00 9 Misc Site Concrete 7,SOO110 10 Dumpsler Gates 5,40U.00 Il landuaping and lulgation 17950.00 12 ConaeM and Mason 69,2 TOD 13 Concrete foundadom/Slab/Slem Wall 28,347.00 14 SOBSixay 350.OD 15 Masonry(DemntHe Wall on Gall and 40,535A0 16 Marls 6,265IDO 17 Structural Steel,Joist&Deck I6 Mbc Moab 6.265.OD 19 Ca"." 20 Carpentry-Framing and Siding 21 Cabinets and MOhmrk 22 Themal IS Molstms Protection 7D0.00 73 Roo0ng 24 Insulation 25 Moisture Barrier Building 700.OD 26 Deon&Window 27 Doan Frames&Hardware 28 Windows H Finishes 1,778A0 30 Stuaa and Cultured Stone 31 Parch Caning Soffit Facie 32 PaintingfWatenproofing 11778D0 33 Drywall _ 34 Ceramic TOa 35 SpeciaMes 36 Spedahies 37 Med..I l 25.8001)0 36 Plumbing 16=100 39 Gas 8.300.00 40 HVAC/Refddgeratlon 1.000.00 41 Elecodual 24,200.00 42 Electrical 24,200,00 43 46,ODD.00 as Budgeted Contingency S.000A0 45 GLlmurance 46 Conft-..Overhead Profit 41,000110 47 TOTALS 393947.00 993947.00 Borregard Construction Inc Column Es SQ. FEET PRICE MAIN OR LIVING: - $ 49.00 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 200,000.00 FEE SHEET $ 1,040.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 1,135.80 ELECTRICAL: $ 195.00 PLUMBING: $ 150.00 MECHANICAL: $ - SUB-TOTAL $ 1,480.80 TOTAL $ 1,480.80 SEWER: $ 836.00 4 seats WATER: $ 404.00 IRRIGATION: $ - TOTAL: $ 1,240.00 WATER METER: $ 473.78 3/4 IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ - INSPECTION TOTAL: $ 34.52 PERMIT TOTAL $ - TOTAL: $ 34.52 PUBLIC SAFETY IMPACT FEES POLICE $ 155.50 FIRE $ 166.95 5% $ 16.12 TOTAL: $ 338.57 SUB-TOTAL $ 3,567.67 PARK IMPACT FEES SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: $ - fee waived by cra-need approval 99% $ - from council 1% $ - TOTAL: $ 3,567.67 PASCO COUNTY, FLORIDA Permit No. �— Date Permitte Builder Name/Owner Name County Parcel No. 11.Z/v'7/' 40 0- O- SubDiv: Address/Location t�Sbc� Vj Classification/Type of Use � S`fP,c[/vo TRANSPORTATION IMPACT FEE Rate: Sq.Ft Unit: J Exempt [] Yes [] No How Dptermined Impact Fee Amount $. Zone No. TAZ: SCHOOL IMPACT FEE Account (056) Single-Family Detached House Amount $ (057) Mobile Home (058) Other Residential 123) Collection Fee Exempt [ Yes Q No How Determined PARKS AND RECREATION FEE Land Account Land,Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ Exempt ❑Yes ❑ No How Determined LIBRARY FEE Land Account Land Credit Land Total i Facility Account Facility Credit Facility Total Exempt ❑ Yes ❑ No How Determined Total Amount RESOURCE FEE ERU TOTAL AMOUNT Prepared By Checked By NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE . BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF PASCO COUNTY Acknowledgement below does not Imply acceptance of concurrence,but simply receipt of;a copy of this form,placing . the building permit owner on notice of this assessment and the conditions of payment for same. DATE RECEIVED BY RECEIPT NO. DATE BY City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: ' Site: Permit Type: 6-J—JAA ksAPAA-- Approved w/no comments:❑ Approved w/the below comments: �< Denied w/the below comments: ❑ rI itA\T r This comment sheet shall be kept with the permit and/or plans. V_ j U i 1 Burgess— ilding Official gate Contr ctor an or Konfeowner (Required when comments are present) INSTR#2Q191 13935 OR BK 9934 PG 2V67 Page 1 of 1 07108=19 1243 PM Rcpt 2070046 Rec:10.00 DS:OM0 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller,ad Interim Permit No. Paro81 ID No 11-26-21-0010d19000-0080 NOTICE OF COMMENCEMENT Statoof FLORIDA cou„yyof PASCO THE UNDERSIGNED hereby gives nobw that Improvement will be made to certain neat property,and In accordance with Chapter 713,Florida Statutes, the Nowi ng Irdormetlon is provided In 0ls Notice or Commencement 1. Description of property:parcel Idermttkation No. 11-26-21-0010-09000-0080 Streetpddroas; 6505 GALL BOULEVARD,ZEPHYRHILLS.FL 33642 2 General Descdptlon of Improvement CONSTRUCTION OF CHECKERS RESTURANT AND PARKING 3. Owner information or Lasses Information if the Lasses eon8acted for the improvement CK ZEPHYRHILLS,LLC,A FLORIDA LIMITED LIABILIY COMPANY NO" 38ON DAUGHTERY ROAD ZEPHYRHILLS FL Address City state Intnrast in Proparty: FEE SIMPLE Name of Fee Simple Titleholder Of different from Owner fisted above) Address City State 4. Contractor: Borregard Constnuctlon Inc Name 173M Parrish Grove Rd DADE CITY FL Address City State Contractor's Telephone No.: (352)567-8981) tl. SurW. Name Address City state Amount of Bond:$ Telephone No.; S. Larder: HILLSBORO BANK Name 509 W ALEXANDER ST PLANT CITY FL Address city Lender's Telephone No,: (813)707 6506 5tata T. Persona w1thln the State of Florida designated by the owner upon whom notices or other documents may be served as provWed by Section 713.13(1)(a)(7),Florida Statutes: WILUAM BINGHAM Name 38M DAUGHTERY ROAD ZEPHYRHILLS FL Address City State Telephone Number of Designated Person: (813)7WZ750 a. In addition to himself,the ownerdesignates —of- -to to receive a copy of the Uenor"a Notice as provided in Section 713.13(1)(b),Fledds Statutes. Telephone Number of Person or Entity Designated by Owner. 9. ErptraOon dale of Notice of Commencomart(the eVaetion data may not be before the completion of construction and lint payment to the contractor,but wig be one year from the date of recording unless a different date to sped8sd): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENT'S UNDER CHAPTER 713 PART 1 SECTION 713,13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YdUR PROPERTY. A NOTICE OF CONMENCEMENff MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING.CONSULT WRH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of omnmencement and that the fis therein ate true to the best of my knowledge and belkf. STATE OF FLORIDA COUNTY OF PASCO Signature of Owner or Lessee,or OwnersfirTAmensAuthoruad OlNcedOfrectorl iutneriMenager -AM AMR Signatory's TtuarOlSce The foregoing Instrument was acknowledged be �2 day of\ .2014 by L. >;tV'a t'-" �. "Ca L^ f� {type of authority,e.g.,officer,trusts%attorney in fact]for Chi tZ'c�0 r�_l - I L CI (name of party on behhaaalll Whom tnetnsn was erm_Qderl}. Personalty Kncum� ProducedIdenuScamon❑ Notary Sion adea�_✓/ _ — Type of Identfflc la/n Produced Name(Print) 1WmYAO(iAttD • OMdiig,�flCg,,#t3ti2gQ1119 • fer�lEausthMlaenorltl0fl6ipit Jacqueline Boges From: City of Zephyrhills Support <support@zephyrhillsfl.zendesk.com> Sent: Friday, September 13, 2019 10:39 AM To: Jacqueline Boges Subject: [Request received] 5505 gall blvd by#21582 meter changes needed EXTERNAL EMAIL ##- Please type your reply above this line -## Hello Jacqueline Boges, We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep you updated on the progress of your request. Best Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: https://zephyrhillsfl.zendesk.com/hc/requests/290937 ..................................................................................................................................................................................................................................................................................................................................................................................... Jacqueline Boges - Sep 13, 7:39 AM MST Need changes for water meter request#285560: order a 3/4 water meter but customer wants this changed to irrigation meter and order 1 ' water meter to take its place. need 1' meter for water and the 3/4 water meter that was ordered changed to irrigation This email is a service from City of Zephyrhills Support . 1 Jacqueline Boges From: City of Zephyrhills Support <support@zephyrhillsfl.zendesk.com> Sent: Thursday,August 1, 2019 1:26 PM To: Jacqueline Boges Subject: [Request received] 5505 gall blvd EXTERNAL EMAIL ##- Please type your reply above this line -## Hello Jacqueline Boges, We are working to resolve your request promptly and will keep you updated. One of our Support Analysts will keep you updated on the progress of your request. Best Regards, FATHOM Support Team TO ADD ADDITIONAL COMMENTS, reply to this email or click the link below: htti)s://zephyrhillsfl.zendesk.com/hc/requests/285560 ...................................................................................................................................................................................................................................................................................................................................................................... Jacqueline Boges I - Aug 1 , 10:25 AM MST services for checker restaurant 5505 gall blvd This email is a service from City of Zephyrhills Support . 1 Jacqueline Boges From: Jacqueline Boges Sent: Wednesday,July 31, 2019 10:50 AM To: 'will binghamrealtyinc.com' Subject: RE: Checkers Impact Fees Attachments: checker 5505 gall blvd.xls Hello Will Plan review is complete for the checkers restaurant. I have attached the fee sheet for your cost,the fee were generated by the permit cost which should be your contract price I would need a copy of contract go with the permit . Please let the General contractor know at pick up I need their company Business Tax Receipt and the notice of commencement. Thank you for your patience. Jackie Boges 813-780-0020 ext3513 "A rule I have had for years is:to treat the Lord Jesus Christ as a personal friend. His is not a creed, a mere doctrine, but it is He Himself we have."Dwight L. Moody Florida has a very broad public records law. Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure. If you received this message in error, please do not read, forward, copy, etc. and delete immediately. From:Jacqueline Boges Sent:Tuesday,July 23, 2019 2:05 PM To: 'will binghamrealtyinc.com'<will@binghamrealtyinc.com> Subject: RE:Checkers Impact Fees My pleasure....!! From:will binghamrealtyinc.com <will@binehamrealtyinc.com> Sent:Tuesday,July 23, 2019 2:01 PM To:Jacqueline Boges<iboges@ci.zephyrhills.fl.us> Subject: Re: Checkers Impact Fees EXTERNAL EMAIL Thanks Jackie!!!!! Jacqueline Boges From: Gail Hamilton Sent: Friday,July 26, 2019 4:46 PM To: Jacqueline Boges;Jessica Carter Subject: Checkers Impact Fee Waiver Hey Jackie The minutes for the CRA Meeting were they approved the Transportation Impact Fee Waiver won't be approved until the August CRA meeting....otherwise minutes will be in draft form. Thanks! Gail Gail K Hamilton Director Community Redevelopment Agency City of Zephyrhills 5335 8th Street Zephyrhills, Florida 33542 ghamilton@ci.zephyrhills.fl.us (813) 780-0202 direct line Disclaimer:Fla.Stat.668.6076"Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact this office by phone or in writing." 1 Checkers 5505 Gall Blvd. Column Es SQ. FEET PRICE MAIN OR LIVING: 954 $ 49.00 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 230,000.00 FEE SHEET $ 1,190.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 1,288.80 ELECTRICAL: $ 267.75 PLUMBING: $ 178.50 MECHANICAL: $ 124.95 SUB-TOTAL $ 1,860.00 TOTAL $ 1,860.00 SEWER: $ 836.00 WATER: $ 404.00 IRRIGATION: $ - TOTAL: $ 1,240.00 WATER METER: $ 473.78 3/4 inch IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 155.50 FIRE $ 166.95 5% $ 16.12 TOTAL: $ 338.57 SUB-TOTAL $ 3,912.35 PARK IMPACT FEES SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: Waived Gail Hamilton 99% $ - 1% $ - TOTAL: $ 3,912,35 Borregard Construction Inc Column Es SQ. FEET PRICE MAIN OR LIVING: - $ 49.00 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 200,000.00 FEE SHEET $ 1,040.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 1,135.80 ELECTRICAL: $ 195.00 PLUMBING: $ 150.00 MECHANICAL: $ - SUB-TOTAL $ 1,480.80 TOTAL $ 1,480.80 SEWER: $ 836.00 4 seats WATER: $ 404.00 IRRIGATION: $ - TOTAL: $ 1,240.00 WATER METER: $ 473.78 3/4 IRRIGATION METER $ - - FIRE DEPARTMENT FEES PLANS TOTAL: $ - INSPECTION TOTAL: $ 34.52 PERMIT TOTAL $ - TOTAL: $ 34.52 PUBLIC SAFETY IMPACT FEES POLICE $ 155.50 FIRE $ 166.95 5% $ 16.12 TOTAL: $ 338.57 SUB-TOTAL $ 3,567.67 PARK IMPACT FEES SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: $ - fee waived by cra-need approval 99% $ - from council 1% $ - TOTAL: $ 3,567.67 ZEPHYRHILLS FIRE DEPARTMENT 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE USER.FEES increase 1/1/2018 Occupancy.No.: Plan No:: Contractor: Grp' e--Azr��-y roll,st'-, Business Name: C`Nr C IL &^AZ Billing Address: Z-2kO G S Business Address: Z-!=k Q-O Business Phone.No.: Billing:Phone No.. 3 _-7 j 3 39 ?y Business Fax.No.: Billing Fax.No.: Contact:' Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- Educabon,healthcare,De tentionBCorrectional Public Assembly,Business, schools, Storage,Mercantile and Churches HSite Plan N/C -Industrial. no charge Sprinkler, $50 ,Multi-Family/Commercial .03 sf•• up to 800 sq ft $ 24.00 Standpipes $50 (Minimum Charge$24.00 801-1,500 sq ft $ 34.52 Fire Pump $50 El.;Plan Revisions DBL. ;1..501-2,500 sq ft $ 60.02 Hoods $50 2,501-3,500 sq ft $ 90.02 Fire Alarm $50 SPRINKLER SYSTEMS 3,501-5,000 sq ft $ 127.52 LP Gas $50 80.-.25'Heads $50 5,501-7,500.sq ft $ .187.52 Natural Gas $50 ,26.p1usHeads $100 7"501-10;000 sq ft $ 262.52 Fuel Tanks- pertank $50 -STANDPIPE SYSTEM 10,001-15,000 sq ft -$ 375.02 Sparklers $100 ❑`-P.er.Riser $50 1.5,001-20,000.sg ft $ 525.02 Eire Works $500 FIRE`PUMP 20,001-30,000 sq ft $ 750.02 Camp.Fire(recreation: $25 Per Pump $100 30,001-40,000 sq ft $ 1,050.02 Controlled:Bum(15da. $100 FIRE ALARM SYSTEM 40,001-60,000 sq ft $ 1,500.02 Hood/Duct $50 0-25 Devices $50 i60,001-80,000 sq ft $'2;100.02 Place of Assembly $50 Annual 800142,100.02)per ,26 plus,Devices $100 'ea add 1,000sq,ft $ 0.06 Fire Protection $25 SUPPRESSION SYSTEMS. (Business'closed until Flammable Application $50 Annual Met. $50 violations corrected) Waste Tire Storage $50 Annual Dry -$50 �SPRINKLER SYSTEMS Generator<KW $100 CO2 $50. ;,Hydro Undergrounds $45 Generator>30 KW $100 ,Other $50' ::Hydrostatic Test $65 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST :Acceptance Test $45 per system Fumigation Tenting $50 Hood/D.ucta $50 Hydrant Flow $75 Torch Pot/Applied $50 .OTHER Haz.Materials $50 Annual LIP.Installation per tank 150 FIRE ALARM SYSTEM Fuei:Tanklnstallation• $50' .ISystem;Acceptance $50 (Per Tank)- $50 'Recall Acceptance $50 Natural:Gas Installation $50 OTHER (Per System) 'Fire WalUSmoke Wall $15 perwall 0 Spray Booth $50 LP Gas $25 per tank '•Natural Gas. $25 per system Tent,10'x10'or greater $15 per tent Fire Pump $45 'Fire Suppression $30 .System Acceptance :Exhaust Hood/Duct $30 ,Re-Inspection DBL ,(other thamannual) Inspection scheduled DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Acce $50 PLANS-TOTAL F_;::� _;INSPECTION TOTAL y 52 1 ,_PERMIT TOTAL[ GRAND TOTAL 7 V. S� Comments: Date: Inspector: see back nlh �H E,' 'rr.'�'a,.sY+`..ti.',�?2"�;r'�wYi,rx"-*'^rT:=.-_,��--:rt Rs-n a-.G.w..;,,r.�-...,_-".fi'ts3xC&"..-�,..rm:C:-.�;rn�:;�.caxx�`a::R�.ro.as±�..z:s=a=^F.v�evasa.rxsansssraL•-n�xr_.z,a�-,xrnm.�..aws,..,�a..,,•..•.*w+�._.:P,.sw...<�......_.,,�.___...,--.._..... a FALSE ALARM FEE 1stAlarrn N/C 2nd Alarm N/C 3rd Alarm N/C e 4th Alarm $100 5th Alarm $150 6th Alarm $200 NON COMPLIANCE $150 Cont.-Annual Inspection Fees 3-11 Units price per unit $ 5.36 12-25'Units price per unit $ 4.82 26&W Units price per unit $ 4.20 51-100 Units price per unit $ 175 100 or more Units price per unit $ 2.68 Fire Safety re-inspectiort:types- First Re-inspectio► N/C Second re-inspect... $75 Third re-inspectior t 125.00. tn'spectidnseheduled buttancelled.24 hrs- $ 50.00 TOTAL nm Square Feet Dollar Amount In t Valuation e7, Building Electric Plumbing Mechanical Radon Connection Fees: 14 cif-'Arc 5 Sewer Water Meter School Impact Fee: Transportation Impact Fee: 3389 `� ENGINEERING •INSPECTIONS CERTIFICATIONS•TESTING January 5,2018 r, ALL WORK SHALL COMPLY WITH AIFFA CODES AND STANDARDS Valiant Equipment, LLC 9 West Tower Circle, Suite A REVIEW DATE aq .19 Ormond Beach,FL 32174 CITY OF ZEi'NYR ILL FIRE AND LIFE SAFETY EXAMINE RE: Manufacturer: Valiant Equipment, LLC SIN Size&Occupancy: Checkers prototype 4.0; 952 sqft; Business HWC Plan#: 2581-0068F To Whom It May Concern: This is to certify that the plans for the referenced manufactured building have been rev owed and approved as being in compliance with the 2017 Florida Codes as noted on the approved drawings, subject to the following limitations: 1. Approval covers factory-built structure only. (Note: Any alterations to facto,,-';; built structure on site voids state approval) 2. Items installed at the site are subject to review,approval,and inspection by!ire local authority having jurisdiction. 3. The Chapter 633 Plan Review and Inspection shall be conducted by the local fire safety inspector. 4. Signed and sealed plans shall be on file with HWC Engineering. 5. IS Approved for High Velocity Hurricane Zone(i.e. Broward and Dade . Counties) Sincerely, HILBORN,V6TRNER, CARTER&ASSOCIATES, INC. 1 i iLDiNG OMM TcIAL Plan Rey iewer HILSORN, WERNER, CARTER AND ASSOCIATES, INC. 1827 SOUTH MYRTLE AVENUE CLEARWATER.FLORIDA 33756 (727) 684.8161 FAX(727)586-3M 1 (727)585.2392 1 (727)587.3"7 madukr DMPW Inapocilsn f ! , a 1::y - CTM 5 e/..i:\r.%w.....a�nv+w.-w..:!,u.u/::an..�...r.+✓„unm:l....:.:G:.a:n:v,n,.w..ur t,w.•e�.r .. ... - ........................ ..... [A]107.3Examination of documents. The building official shall examine or cause to be examined the accompanying submittal documents and shall ascertain by such examinations whether the construction indicated and described is in accordance with the requirements of this code and other pertinent laws or ordinances. Exceptions: 1. kml a a. ire= : u'rsonz _an c ` n_ fi s Vie- app�O,ae. 'Erna awe<R; t711dg gs arse exe p Gor,ff .codes en.orcfn�q :a ncv ;p a , reu ews exce or ro', ans.o t e':ca. la an :o;:erec sse ` o :co,s r, a >n=a*,: e st e _ rec i rm sa seen n' .cQ S r�UC iian`,a es sl a e s ec ,. ca `' e ,`ifiti ari s i ec tons:-, i.Pho ocopi~es --off:;=plans- -approved"according., �Ru(e�-7 61' i 0:0:9 1ar7cla} 9di,itiiS�fiyery CWe7,,s,a_if be:sufficienf:for,loca permi ..app icafian docum'en s�of-record-ford ifihc rrrodular buifdingi po:ion?of;fhe perm rlted!pr;ojecf NOTICE OF COPYRIGHT 4.0 PROTOTYPE �? ? BuCt i@gClid'c"�(HiuTduig;; '' Pears:Cheokere,Ra%Ps Modeler Plans by VaUM Mdcletar CHECKERS DRIVE—IN RESTAURANTS, INC. iroNriairi'Sava!mm;,aixtni<>:: >:>:?:`s5`f�::3o:::i These Plens Are Copirdolded seder lmeflom i copyright la". Amhitechrral wads.BdU,,g Designs..weather in den Is.of 3834' .x«.. architectural Plans,d—lens or dre constructed bulcMV itself.' ti�F •a .x + me aolmltobe6stdbutedortl licaled Gall Blvd and 9th Ave ............ wit)mut il»ezpross ono a t LLO Zephyrhllls,FI 33542 _ '�•r.o GENERAL PROJECT NOTES ABBREVIATIONS CODE INFORMATION SITE INSTALLED ITEMS SHEET INDEX ,. x NtdeW ro M4 aMNu renA M mBmt Bu•rBmwa sou aYNB M �'R P�bma..saww3� mAxxcs Am s+zauadn rn oMa svcalc snleLelAM a Mr ul urtci M � "��nos � �n 10"m' p°m' SITE INSTALLED ITEMS «KA4 dwsrnCOM a Oa4 sum mcavAKa Bt1.oSi weans a a ma ..®. smN aY �s, D .....,.� -- wmKl BBaAoas Aet NBt mmom M WmeALNmt n m dAm mw M .�° .r oe..ma.el .cP 0. en`m .vn.c ems .w.sm a.mm� wrcwws'nw u�nro aai�B i 'ea nc'K.arw�'q«a.'ui me aurso f.AnaleCi ad amaN YY w«o5alrrueeY min la oamzww Bnea � z ur.maanemr svu er a aw vnrrax man omuc ems uo sue � u ao'+') :� "'sawn ti.«o r,�..au.Pmcnu.e.mmm. ncn.w susc, mn.c«soera.s.,aw� — mmma s¢eocoft"faas Tl& men awm Offetosmav« Pn wfara m nth BNsrmeMma am sNm, ,. rK eawae razmaror vsvmw anaaaN srsna B(aw[I0r1a a ALL C6'ARmt AUIma1aS Ate rea.tEB dtt mlmtt I surt Iwm Yg moos � ,gi,.o„ nal n®.••ma We mNrmr,ab my 1 euAa'S mwn•N BLNmu.ears ro nth MD•L - wwun swf a Amaeo ImO4 cmO[KBm ui marerca« �+', aBs amen.crust a mN.B.o suuKnmA suBA Wx1Am ae tames m a ttAm a AaNam �' 8aA' .,mwtt a�n�m..seam ca.maanx am mmi z aamau rPu mwr fey PUa men ALL r.[vaO!Kenos Pm aura CNOFaa x OOBO 0— tea >ELCCI•KK fMYd Kdt-W 6rCiudra rCOMa)iO iK euraxO. rw m®er soca Ise AxB amaP ? v taamsf rta.l.smsq uss+w m moon a suss messes IAa admrsa au mADSBa le for Sue m—rB III a ie'"'fm m®ec,«ens. mmnc r nws�.rmeas m ; +ssmr w uws sswaxc a sera um rasa • n0m w i��o'"a'nel sou Bc xorrim rea m axuu•o mw Ban IB m��maaa Cw u m'vem wP n� p''" amen �/� .�m�uB f®c ar wr,..msm.m m n �«Ik ra,ws Krafa eau az ewom ro iK aacwcs east.. xa w e m awe a n sass az M aranam a M su cosmurBN m mcAs AAz em'«B sc ax m m n rsix+m ra arena o.am n xcs�w ae ro.eswaa sPwarnn r,x,w zmms mean smn KmA oe Ba as m emnsi nth aw esya t.M srzD,,ggg °"u'r's°"°"mac°°mrcs ro oar am Pcvm..caamo aems. mNnKrae seu Thee M I W.m ruumrtxr a uaAm a oMs ram.tea) ��"'�iw Y°' ,�mra em�m n ave n aw swv n Death nn a u:,r n.a.wr«m s.mr m.w+e. amrauramn Par[Pfi OSYa®B BPa1 taaxelNw mw M FK«mr a M Bma �r. M m,mtaa p apAewrC WmM-OnWOP WIw6,uo BOON PPoIrGir [mW ruuIDn r. utus.IrtotBa surtt rusmzs Am momANY¢Beth e[azwo amen `*K,9r F"m.m. ) _..«o.,.m rt in soou sAKMm am R•amaKtm OPBKi Am M a9VFimlltt 6 M snawc v� Bo st . a BArA t m sUn3 B£aeat seen Ra1cAaBr APf m a BerC Went M 0t � neffika«fen m rt tavaWnva� HA 6ma.wa,«rG tPaaF SOxa eases mKran[spasm. Las G.emt_y.t3i vistas w� ��s«u .v.m m m varcaaarwa izrar«�mm�,u nccur.: ..ens cw.vw orw roans Nt,m srBm- xl:em ea a MS m+mts svaz Nor B[,nm rm amsmttar maze APMmst➢m A ma rw.aar.re sews e[Bolmm nmB v,wtt Kett °A mu.,e rmua P=Brsa a la mwkrau.No usazrc Bmacam:crtea a,rra roses ears-urns In sz sea All Im Icauoxs a ono nAtt Am n•ac As ' "m' m+Au maPNm zAn wlq. g g�p?�p 'riT' hn sirmar" �e a6°�w mrt um1 .2 1 1 mr,.ge oars am m+n w.>munrmAN ma my wuwa+r rml tips�� maths y t * s � l �y«m' wmn m.B Im - ,s Nam vuuKr wfa tureen � a�Pwsmav) moa.mwx.ma.rmm�.cunmraNmAtw,mau. n¢1AOA1Oi \•<opEa'.•� � � P.«.ss.m..rBnmmumoxwmaaw .mramaBPB i@ air. a« xws m�P a mn r"" as seemasmauw Bm..or.mK uoath wwn mum Pw,>ma A :uBa" �" ffi PB uKa wu min@ DESCRIPTIVE SUMMARY OF WORK M sAsa mums ue zee Nrneua am zaAvmu m wNa roasA,w rmwc au sn �• ; ,rwsn .'nmN.r raw,w na+acsaam S! E" o- kTlQN F : Pw en,m fafs Pre rn Damn 1tWt AtiB Vaf16i rm A PYWOae s[B P[stAtdAm reR M'QK)f.M ri3 Simi Thus— �stt. a1NOPm utt,ati Ewu¢r'+-Rre0.Dam �rkp u�nett ma ___yo wq -wNwAO..Nwao m Omsa.me Ym,tO m aaa uCor�msm%im C j Wlea AU ilk Ra16SB AS AIGBe«M WYYAS w AOaaay Aa BBa ASBIIrna ma p nB sOmM p rO uYm m,H N.a sma avm men nirsO w i7 es 9a arnam,users PUgW..won,PAm maA uo sm riuld 10 M v vp B6txq ffi lM 1«e,xxu fnm!/s Nmi.t 5 dw)N[G Or arrAB ffiBin ws' iw.Ol A K '�' MTh nNst w ��++ O AU aA [afM[mrl�Am 5131p6 Aa m BCa•a10EDAICR`A[reurt aaum+c f®m�mrfM w4 G,B�,mean um a®GNIIrCt i0 rK NpMmWrK a tK aladC:ir MwY,Wnmwll. IWm mWs srsm men accmum.as mstuMBw soAaa as ,ma.a.®r .a°"itr W"`n m'G'o°$R1Bwi0mm,°f:�,Kn"'"�'z„a.`a".�`,'a"9.m`"se�n na ^"w'"'• ca,vsclm carzNs a sec nwsaamaaarm wws_rNr ..arc Thaw sraNwm sr+a a a s:x STRUCTURAL NOTES F SYMBOLS ISSUE DATES m � BaBma> Ks..•+Nmsa rvwsmarrmisNO B.m.m+ar�tm«z n, uaemw —� -- ISSUED FOR •:"� uo ,mu CLIENT RENEVf: s� f i°0aow wmm , wen.. mw a AmPxon m � :�au.a,m m. . ISSUED FOR Bnc�"bi0 n mwmw PERMITS:- uo ISSUED FOR wwB w.aw.awPaP mcm ® CONSTRUCTIf,'N• t! wa, �- °bl(°i0� LAST DESIGN _ s._4'�Ia_,+nth, exer ,omi:eN.m�°>sue"• m°ma � s..rcra. BULLETIN: eKesmm sBrmaa I_—) r�u - ! �'.'Imrraizulr"k-�m.�aA• .. _ �3kYfl"{�a— �wmnm SCHEDULE OFALTER/•NTES Kawa COVER � SKEET .Bath,®war w*r,. _ sum saw rm,Bmm'imuwarrm — 1®Bt �/-'••��q,• � xa esla4muanOst� GO•, men. mBmm w m. a «,, .tZ _ GENERAL wTES w.smaxw.,n aw,a,xmcxn.mw e�r ac m.rm a.•..ws r.�mm mwc wu am... ••. ..•. �•,•.. \C'�<, ..�. ...•�� .... ... � s mmu�.°,na`"`mao swxaaanawamsr,m n ......�._.,,...�_...._._......_..............v...........>v__.._.:z.,�v..._.._...__�-.,._...,.. 'ma�acmmu m.n.mwm,m rva rm a suave wo»ass (A)I OMxondMdon of douanenW sQpO,a ma'a,°�eb1°5®"'"'OfacA")a"TM•' Thok.u.Vomdatstud exmri+w axausa to to exsmhk ddm act-po ng sutm'ttal domwnts and shalt escadaln by such examinasms whothar tna co Mourn indcated and describad is N ar�F nram uiw.a e,ma w.�a�o uu ue a=dmmew)th Na roywmtnenbd IN,wde end other r wltimm Laws or camRasces. mmi,o�w.,o nammoraanra.am<r.on wma r a�.m�m v.erm ovb.m ame �apu�uedtmm+uaw e� n ,tt�8�an5i+ri'..sneSotx� ,Q Kila.'�"O''ma%a me wau..m nc aans.rv..saaw wam e�`'u;5',z�t�j++av� >rt-o>de ffiS2c�b's .W-+g4'mttvccmrett+cet .,n'�an a�..«°r�ar�iO K�...n..m.u. +�tegEmcrAa, plmu Ttailsmisttmsva auRac^jrq�lrr�;d�rmcmltthyand u+a<mm rro��mcmra K...uc FdtxNwaWACw1e.,9nep ba.stdhC7enf for ai cepnhappGWdon'dbNrryanK'oi ltKArd fore maim�unmro,rnc w..ara.,mm.0 rra..m, tr1e11VrdClartnRldiM}paribndi iho LMr)Ntled e1dKtq n�mttm�3 m a�vmm.exw,e�m�ws as sra+ma.a a„s roam amiaan ngem won wren mea rmnaa m.e wwa axum.o,m m FLOOR FI.ANCODED FgTE3 Q ` , atr»er,:cpw mrnw s.xrau caxr xvuv•arwan Cpa![memaa rw rsriwmfmccKK 'VO Ib4dar,PA\Wrf a�,M tttrsxm ra+m.Vwwwmm sea nwa Press xua x ass. ♦ew ca®m ovrusn L.B �- r-'l °r�enaaim+�`m ao�awar m.�n.-waa U 44 i I ono r �ie`'oii.sw61p 'ai Vr`� i �eaN vuo`s�.�a wn ��' n� ro,..�u.raasv0°n•aoona"o+ ai ! i muea r � IL,-_,�i wr� •:foR�o�,�yy�• F— — — i rRiP° i va.Pa wm.maxc -- - a:n�rmsr.tta�mPm raan»a nttttm _ _ i i aasP ttsn,cmwmwme r" + I I I mac m agam`mw w<m m �I'Ll a rooJ�"' i —_ ( I� at�ime mh%Nurt/a�r`�ui wo waa&u saw - I I I I I e.ca�umr�)�1 �m�ionam.mwux.rw awm,n ■ ,mPa� — mwuawa.aosu vwrKttano aax 140 aatt�Ka.a,�„ Irao4r prawtl `�: I � vrm�s®�.tas nwnr ruy i ' w Sta+G(m as sang ? i It i I xaa s,.w.0 vrasan) F1 -0 I( t L_•___ II I .it ,a 1 i i n ') - Ctu+rxn.tLNM6 r ro I I BYMBOI.LEGEM al•µwin ROO. tt,au en wxrroa,ae »~rm[tiY3__ I f/"„ »mu tunva»acq a»rov murm m i a- Q . .ice • - , mtwo WWQ ' Swu a Mlrui(G a aK � a ..1 l aa, eoFIDORP L- — - awae rw awe :surrno wso Fred s NnRM CEILING PLAN GENERAL NOTES f26I7.Flori U1 � itro :i C A T6R:! PB�A�ND , CEILING PLAN CODED NOTES • i '.a [A]107.3Fxaminatlon of documents. �� „•, '�,.n„a..w,e�mm The building official shall examine or cause to be examined the accompanying submittal documents r mm.�.r.avu9 P�.a,m n u<,,..., end shall ascertain by such examinations whether the construction indicated and described is In _ �18""0Yp'II"1°1N°°3 Ai0II"`"11D`°"'°B accordance with the requirements of this code and other pertinent laws or ordinances. »m Exceptions: 'n"'��pfp9t4 961n 1.(rHN�O�:j)-n�a-iiST�tmrEvE rx: c n � n �_ndfsFal� o�.,„.,m,. [a6diifi4r5Uf�07t�d➢tlu—dd�DasT��'eTexT�niitrolt}i c�idg'r,�€nturblY�Iadoricr�litel �v;8�v� DT�i�vt9+ts`S afU,�41fe�tTal,�ea't62� .Ia�T�3e�Tb1-v:drt�h.£L�>4�.�..�'] `•`® p.1�dlE>ti�s�tr'dPom'3 aTItFt9Tal!aY$ILL'bjECtli[bjj1664t(DZ'T4aaid rt-p d . L,_"M PholocOpleslyMwans a0pE0ye4"v'aGCprdrcw5;to-Rute�=sldl,00s�Frofidal yldrrynlstratrva:Codo'shaltbe'su ftcient for-tocel:permitfopplica0on deCllmemL'of.recoefara dhe modula Nina portion of the permitted prolecti l�vM Huaky,PG CEILING PLAN LEGEND s"a'�Tid Y FP El <o�o i O —wd..,— �'�% ic.w^rerow�n i Co1 --L=f-Z J— K�nnmmvmua ya I µci n.elrc. - I I I i B numr ou ru_m ,n 7^�ieiis uetems i i .mn,w,.. antis sl 60 ib Mr I - .gym . tc eh sra I�srrem-1 mu nu, yy.,FLl.�.111 L. 1 CFMG REFLECTED CEILING PLAN JJ wan Y v>w GENERAL ROOF PLAN NOTES • .. � ' _ >s.en w[ �� room sw[�ona°mQ m�s`«an��.'V°.as u,�`°Pµv. "'w ��°�• ra•gip,��.n:m,.�"P I W .wnf.b "« ',i:.. [aa•m nW®IDwrn,:.a«u.ra,Wns"u.,.,l r ^ .w mr � Tbw[bp"ryww"k«mu]fNrf wr wwe w,otr hn. .bw.tb lmldbl�.oesmg .. SCUPPER DETAIL. O PARAPET DETAIL r�• C VENT PENETRATION DETAIL B STAINLESS GUTTER DETAIL v ROOF PLAN CODED NOTES ciAri�si'scge��n;su.�ai*usnwori;::<;? _, ,,,ts situ!hn n r m l,m<n4 lkafry.hE a voar wu.mrw-n na r. ....,....,.,...-_.......::...:...:.: .. ram,rm _ p rci ____ . ,«cWrs«P[unm r«sawumurx mau[wcm[vx.cn.mrun<nu. [ [AJ107.]Fsamtmtion of dowm"rna -- — 7ne buddnp ofiaafshall eraMne tr®1[se to bo eland the—perry"s[mndsal documents �ru,,oP mv.run.me u.,tr,c m.wc rrnua aCsr•rt u I fa"� and sha0 eace"n by such e]eMnabons wroam me roanwploh Indicated and dworibed Is M •mu.ouas,wm usuan r°,. Irarxl ` ``+"' mcormenue,with the reputremente of mis rode and afar pa[bnenI laws or onimancea. "'O1P0°tl1"«'a"n°O 10wma' 1! lcnc Fxse Dons: sur•ffi�omuim tn:vimu[a°��u�K� l * i t•P�u'.Ld','gjd @au{lort wit /: �Ra � -- w:tiooar lr,u.unn,auom umamwmaaa '�.�nrc�F�wc •m s] vP r,wPrt�.wt wo mwPa[.Paz ,wnw mw uws owl �ijp;�� isdl"00{fFFfo. _ e CedanAauY sufrroenl ar✓»tw pernue emr4.0,rdM.i ,U-.recon W. r.Wawmu.oemcnmeTa/fun aem mrwww¢m lnPd, vppeainel the P-w aMn.Ys yI °�reYw:«wea..i�ii�.•av'•�,ea�,INe.mar<a,r.,N.eamol.o.rnor r; CANOPY F MODULE MODULE B B ryry� - --{ — u( !J 7«%'i/.'L;�i'. «mcaweenw u,m o romnl nut �� • '"��" --�=7_—— —' «t•n n u°�m�nr+s unso.s�KK rm�z nw�fguuat«`�"m""n°b°c s� I I � If ® •[rta m[amn rsn MODULE A IGwNPYpmml • � d 8 I g I n I I r 1 (p�� - i� .// / �om�m asrwmwWi•un.o.iK. ' � �� ' a=1 f a a w l Ibl[alal.fuaJ,fl T — DULE, i Y • IC <. ijr k p�w�. Ga P, NOT ALL OF THE PARAPET WALL BRACING —�T-- _ wrtnca«[cnw u,rtwc[A vw«r ` IS SHOWN FOR CLARITY t ,awl— r C NOPY E MODULES Mr, cauti(sn _ ss NU Vv;i-waiin n;l�iai.�•«mwr Cfx_�m ua.ncwr � I } Fi } I _ �cv � �wmvo� ro v., ROOF PLAN wµ:ou fmr xuas n• c. + I :wts,•pn L DETAIL ---. --�� ROOF PLAN �N e Al ROOM FINISH SCHEDULE FWW PUWEDEND RBCa1 r101iRS MUS BASE CEAING/WnlS RU.RKS .. .: .._ .•... �.., .......;.;....,,,,,,Y wwasim n.vi ~ _ MEMO _ y 2Q17:Etoriiia$tiilt2il3g`Cady`=: iillrigSixth"_`_:.: °.� � � NAPE C C ie' �' ts' SP D G G Nfl01TMoll a.r Gl3AY''SER I$C0PfSANPhDWNi5jRATION, lmm ewPo ax.e rma .w-.,co<. _ ..,.,.__......._.._.�._..........w........._.,,,.�.�._.__.._.:......._....._....... '.1 sue• cm ao"nrero�°ru�r IA)187.]EsawJluBon olAocumenb. �onamm. a•a a Tiro drtI nt7cNeEy vzmi6reod..bCeaxamele00resm1tpm�np avbN¢Bi6b di i. mn asvwa and shell seoth M by ti ezt"f Wotm wfiwW o the arbw coon a orckn ems tlesMMd Ic in accox0elroe wiN Cw rogWremanW a!Ws oo0a eM aiherpattimnl laws a mdnarcas. Ezcopxions: I.4tg-l� .L!?I'�C�i' �iR�.rwn�m acl�re5G3 rr{9,}e�mo1g15w1. tm.. ��4.tmtmr�+w^,�m wV�etemeccrosr�nrrcxmrs+icaau_mh.arvymse¢ty cr— +>a�wi"aAc7rm« l's;g+TH+crsceacw, Ugt`+C+ 14esnm ndrsmnvt'aonretl+ncteaTaroTz�-i��vamui4mt�a. amw wl ;'x)?CL;�+PS P�iniexeoddes-oY i�ro�o=N ems.-B1'�sT.b09"X� �ow�vi-nwa macemo- _-rcwalne��m alxo- wa:v�av l�wa•u m�nro aoim xss Amm.rs+mn :netDe wRaarnxtx wctl t us '�mae w-m vnaaaam.a Yr J, ,W 9roma 1 1 FISH PLAN CODED NOTE9O iivn.m Mw nx.o6 nHw wuaM lur+.EtWtY.Pt. rtam ro wv.xwrm aw new n wr wm.eum xu rw r A mzn mama ttx rmw+wv nee ary Hew wv ePa.su�un Pn�a v.rnlaxs 1 I ,ew�m mea eam nmi vm.c �!�q�-, mwx[wrsu4 vt m[wesawtw Msn n.h rol. ijiC,^ ..�� — •�.t BMT@DI ` ag;•hawlo�.•�` FlxSH SCHEDULE:NPERDR MATERa q 7 '' . ( I 1 xa¢o rm w.m uo+vrmaxansaa V�+ _ u uoaw,u-.w.z,.rmw w�xw.,a:me q�u�{yyqq oa[utrn¢Wwavuae wY lit auoWj7 5e�tul� �Tf > nm.w r.um¢¢mwwwna..wir oa�raa.w.r.sw� 73 I _ n[wu wa ®AuxE mW Ww:o-Sbs.V I .w uv uv wwromr�_ swn..o-saa.u• w 1 t uaez•mwww car ?� I r.taw. auiDS wWS r� W 'CAAr Iz.la 16x)e5oriMNamo A•t. — s>rts.4+W 9Aam.aat� thw HNniA IxNhsMdUl a �'J _ u.I.MaS Mrw auni�in moss�.�amS �J' �'i'S _ Pro @�f@ FINISH PLAN l • 9�m.n+A¢.. PlOiaclR • a Ruth roman Pa.�etat9ast9im�aa Rase(cAa msaW awwWn.a wa 4p.enwAmum Wwn w4'ew a isw.�aa w Quart bmr O.na maa.LM W AA AA l FINISH PLAN tDRlx+ GENERAL EXTERIOR ELEVATIONS NOTES w,m.Y..,o-M�so.•:le".�.:al°..M�•noam w...,w.w I ,> EXTERIOR ELEVATIONS CODED NmES ren �rvd raY:4 saw� F+1� la ml oa�Y-,m-�r� uum:.xm:...nws�wom ao�ns,v..Y.�u°a.nummccsm.n 9 p- I n.w,a.ww.aor vn u«,m usa..Y,omaomm n,uwn.,. an>m e� --------~---~-------- I I w,r vw vr«Iw,v to srt«camel ; >'iuc s'< ------------_L___L_____n__ J m,«raVrtot lYmolYm®annsm �,.Yop LEFT SIDE ELEVATION QiM)i0.S SG'{IfggkDAolt(g(.�!�8A'Sk1N>[� `.C:p;:•:.:.'j.:: :::CiF EXTERIOR TILE LEGEND tn.was,:po-nvanwa.new«cauammm.:+w oo ecm°ymr/.q wbrmelmmn,m f �-{ c� .m rwa,a«n.n M wmaaacowmino,aawommleuu�n wta a°aatn«PaameMim«ort oa "« I II I 11 AN eYms U: -s�Ort%VSr. mn no, iYw>a > _ so . ° ------_T°fal-P-- 1. ,aBlsw ,mAhryIIYLlY<Iz q�.,x.«tm m,m 16115rm1pnY Yn FINISH SCHEDULE: EXTERIOR MATERIAL I1111f0N1/SIn u .ow - uIn°rYYI aF�.��srzvnc aaa.d-arsln anv pP,i nY "'°•, Address Number 2901(3" High Numerals) zoa T °:m I i•Ll awam« � EXTERIOR --------------•---- FRONT ELEVA — ------ ELEVATIONS -------- r i ®Qa.oarw:nn.na nnem«®Yx�..w.°r.. VATfON �--------------------------- TION rr�Y,Y.a°:.I,Ana.as,,,�1,.Y�rrr.r,�.,La,�Y,l.,.xnr . o- L___J _ / (aY'L___J vim., �� m«snvvsm u°.ovrz Y°�4in mmO1a�iumu°miniw ma AS.1 GENERAL EXTERIOR ELEVATIONS NOTES O EXTERIOR ELEVATIONS COOED NOTES o m m Dues nu sorven -.rm,vrrmle a m awn Isu ru.un aarsl>a ww rp,rq roev.w mu �• uanc Im n�u�ael� I ,a mamw uow a..nw.av" ..n �JaI m I n,nu(�na.�ti.'ua,'�raw�nawn r,wae ao.s•,u'anr ucc aamiw w1e rt,u s v ms 1 ln____ ___ _— ... . _________.., n uu.m.m.Iwrvmww..,oy i"•'•` ______________________ ________ 1e snn vwc uvw am.mrww u..w �: a� ® o I ravoa Feu.m.v.n a wo,vac.r.mmao m slo.. 4 , RIGHT SIDE ELEVATION .... .. 20I Llorida.:BuildirigCode'.`=Building SXth ; 3 VdA CTIA2T6$;1;SCQya,Allt1_A,O,,N{NFST@A.'CK7N�i`j�J;�;i;;�.>:''^��.` `>i'::i��::�ic:;::i EXTERIOR TILE LEGEND IAI1O7.8ES8minsdon oldowmonte. Th.boH6ng olBdd hnA oaamule w wssa b b.e8amnW Uc ecca vp n)rfq whm=do t, vltl,d ewith by cell a is ofebc Wheelw Oa mnsbut1 wordoa and deavlDad 18 n a` oawbarlm with Me mRtiremonl.oltlris mda eM otlwrpwenanl leas aortnamss. Eacapllona: S}77 F�,aM 1e sl.�`�"rcauc`niAesar'�.�t a��iirlmroar u�iacGt>�Ioc+At i��w^q-amp 1 7", 4 4D449:.: ��4+g lo'R B=sT=tN'49:FharNit, rm o. Attm x. ahvo Cpb-ahe,_�kq euttFl M 1 loc ISomv�g ,on4i„n dou nnl waudton No mpolAa.bWlQng Pw8w1 N lxo Acrtnil(od mWati, FINISH SCHEDULE: EXTERIOR MATERIAL I°ei"'n S61e m'q-laaiul Address NumberJ- 2901(3" High Numerals) ZIT awl m � �esvcwww�.ow.a �o '' // UM s®rv.ruopnoarct nuuwnnc a . .. nu.fa �uaua7zaaoe��jj u I• ia •• .��' On'.4/ wil[aw n0s(I.Ptiti9 YwO uw. EXTERIOR _-------L___________ 'tEARELEVATON ELEVATION S wMM rmbva I A3.2 2017 Floiifla Bdd "Code='Bu'W $'ixth <` GENERAL NDTES EDU®Tw mw. va>n hrwaus,>a, (A]1079EweMnatlpn ofdowments. wn m.>on awh.wmuu w.m®.w cwu,mmmrs.w E 0 U I P M E N T S C H E D U L E The pbang o91dal0.9 a ,W-acdWe b be...k dthe—panykg wbhuttel dogmenb and shall eecMav+by such eaaminaliona whether the w Wclbn I,hde tad and daudWd Is In —,d—with dha,nquire z.of Dds mdo and other p.%—1 laws or ohS.—.. E—pdone: t.VsAg'adtPo e b93'y7t5A ueh,�asd:rxh �v�a�lwsrresmr,tmmmsxnmu�Erm r m i,vars+ y>iaag-sash farvrrcRarstam�a.tLmiuKm�pem£�®A�9 EBRe�?7 anolaomeasM=plane>:ectte>ed•accweahnwm-.wao testy+009:rxmoah 'the n IWarb Cingho"Oth Nipeelfq'Ia WltrtaRPPd2nU tlOWtnaM90(MWrd(MI• . the motWarbWdilw aola4n ofttremmuttnA aolat,T FyE:.e"+o I I --- s,ONAIE I I — --- I r i ld y CODED�NOTES. uammlPMENooPLAN wvww r.a mw.r. • 7 .. a .. •--h O ,E` �b pf IeaMar®rDll.m _T_ ,r 010 h sr� J_ __________ w mn lwmj a_ _vim— ® la .. .... _. ... I _ G __ 0 EQUIPMENT PLAN .o p, Pmiaae A-l.l GENERAL NOTES __ __ 3 Gppww p�fol��il.CigYt,SpufL(ngF�41u�[I[_______ O opA Namcva®nvmYH u f"lf"l urocon utmnc}v.F.swsuro uroraaa _- _ I•II•I — I KITCHEN ELEVATION m KITCHEN ELEVATION - v.. B INTERIOR ELEVATION CODED NOTES .m s.sc m suwa.o Dumas n .mws z.>m ow.oasacas m uu m sro¢on m— e sma us-w mwa u so WxvoL u on..e o¢lacw sema.a svu m ulcmmx �s - rmmnenA �� --1 \�. manna ea�m muvrw w.ecz� I r].s imuz m mnFrAmz }�� ss+rm znu one Dues tm ssau]om I.mnE Bo.My.Vl. ]I}Fw}oJ MUEvg PA n0}G4 s.rcn KITCHEN ELEVATION 4• KITCHEN ELEVATION 3 F� BR9p 91,M1`onacoF r'ff 0 e -- •KITCHEN ELEVATION 2 *KffCHEN ELEVATION t+� w.rr w., 0 N naM:wwe:A nw:me a3]SwWfyN.Aw. nClemvn.Ft)J616 m]wubn 201?Florida;Building::Code_° Buildpg;SxtH difion:»: ; cHAht6k'5coes 11 IAII07.lEaaminatten addocumonb. s.,m� TW budding oM f.?"I osamino or wuse ro be oaeminnd U.—p..ybV eubWel d—.ta and shal nscodain by Bute eaarfJmb a whothor Um=shzUm Indicated and described Is In aomtdenco mth the mgUh,eents W this coda aM OIM patMnt lawn or rifts eo. K� FnmpOona: - t l�'�o'�d^9R'tsd'—3] P�]tii*�Ra?tY�'1Gn:`9T7L4J•f9�L&Llplllsy6t?!j - �..w.ema •• "VMn—IeM`OFa— .1f�i�.RM 'n37�Fa'IYmdGBIi�MELi9iag0nL7'Ipianl ` o nne cam},m pro, d 5` . - rr»WnlnaC+W:is�1�Ktunoor r ow,r�t eDf�silmn b .. � n�+.im s�m.m sue wo HiTMOR ' I �e e-3, "m 1 ELEVATIONS . � 1�m�wwu�o Wow pmtvA3 PmjaQa (pp�ny 93i i L RESTROOM ACCESSORIES TYPICAL MOUNTING HEIGHTS GENERAL NOTES mnom� i . mvP°RO'ac Fea®ra rar/n rrel r.a v nwc.ul,aB)or • � •-J YYL®I Brnml WASTE RECEPTACLE BABY CHANGING STATION HAND DRYER DISPENSER DETAIL GRAB BAR DETAIL GRAB BAR DETAIL MIRROR 8 SOAP DISPENSER LAVATO DETAIL&CLEARANCES INTERIOR ELEVATION CODED NOTES 2017s�lorda Biil�iri'�Co�e'`Bldiri`''Stli�' d 0 ctrisreR(soo' and bw7sW ag sarrnal shall e.artum Br atom W be examined the co tr acompamy4lp a and es mibed Is in , Badblldle mil,the Dy91&IImW of thIs c WIIand other CLRSINEIIOa oror&Enca dBsnIDM Is in �� ~ csep Wlth Olt requlrencenla Bl Nlm rtmB and mNar DBNmmnt lsw or BMlnancas. i 4 FimrpUsnc 1.A:O�'••gi� paaaa%ilai _ 650.7F15�,�1a SblIAmB. tl .'2p mrgt"buryml,-uve��arlRk home O�yac t ,.�.c.Bmw.v�, a.qa hr Um nfgaam n2 eu w.nu s reeam kCa""'-",3ap MEN'S MEN'S MEN'S , MEN'S RESTROOM RESTROOM RESTROOM RESTROOM I h nt toil ni or mrAr � � "e mrncevuumlmrr�lna n re t � """' �J \J """'�l "'�•"r�J i 4•:(n� vu rtces�vmrapmaann IasauaadFmeeu. �`1,Iei lMi/ r.r-lua xrra.a - rxno[ asulun"m mnw. "c come uBr as WOMEN'S WOMEN'S WOMEN'S WO N'S RESTROOM�Ip RESiROOM Ia RESTROOM�aQ RESTRO� ACCESSIBILITYSIGNAGEa 10 5 4 3 29 ACCESSORY SCHEDULE (D DIVISION 10 '{E. IIEM NO.lTOANTDY supp ) !STUD DESCRPTION MODELNO. G1 33r out w.r am Ie�N P.nr.11Wl:hac lR. - - �Ckuuoly.FL l.6 6 nnueaam anv r.aum- amuW¢a ro-1.-w�ergl(wB0a9 __ 3 a W�Q m a12 m .• I -tour.r�`w Isu larwl rtm xm F fa it --. \ RESTROOM ELEVAT10NS • . . Pmwll.' ENLARGED RESTRCOM FLOOR PLAN 1 =v,v.+•. .+m�r�a A9.4 DOOR HARDWARE SCHEDULE DIVISION s DOOR,FRAME AND HARDWARE SCHEDULE DIVISION S DOOR REMARKS LEGEN re ERAL MOTES OTY. DESCRIPTION MANUFACTURER MODEL§ FINISH REMARKS KS DOOR FRAME SET REMAR ' m ,Tya,¢ osµyyn�s SE,41 YP N. f NO. SIZE R.O.SIZE TYPE MATERIAL FINISH TE MATERIAL FINISH A ww on som Vf oYa bp,.:rr ti r .. u w.w. a wpunr m Nr 6mr-mm [Y' moo bwv rw w m mr rb9rrm • aF o�xLe siOA w,wa i'b[ �xwmn omen sn�r[avTLHf nbvf uo w l?reoiaavxi x 'v` .,Yr om •fT x• °' ya[lr�rA� mom f roi roo wa wsa e.ur rxa uafxnY�anioi�vbi im��eMMP�ivf,�,B�iOmi�.•IiSG.vs od1�r bs i4J,Jm ® S-P.f-f•l Mr ov 1.6R f U o m sEiax Q l •r s/r ,'s?x U w u�m+�uso H w�u p�wn.urn m°�Y 1NK1�nTm�[i[W�5[nn INrs w�,a f w,m�eo.an�irr s wf,vf[, DOOR TYPES FRAME TYPES rxM 3N,-va-u-s+a CODED MOTES vunw, x•.0 m �t SETnT jx4 �� rwPam Iwf •,n r.tn {— r rmxca I— Dt D2 Ft i?nu w•x xxmLlld4y.Yt 31x Fw Jwt PmfK+rF PA IYJGf HARDWARE SCHEDULE MOTES: ATI 8E'8ja� t w of nm¢s banawmaT p[pM�avbH39vat[m ba-w oxnwa wpwmu qr fall ;4 bm ww[a wa utNt uai xbM ow on•xrC p,[v vue f[wiwaa m[�p'v mo Owuv.eor rxb[o Aeo[ 1• � ' •w m,Lbnobsw[rvvt On N9>W amrtGml p[au bx WT xl Maflx eFAm mMM b.roblaplfly Mute fAs® •��IOR Y:%�1WS a WINDOW ELEVATIONS ELEVATIONS CODED NOTES m-efwm.�t.mr.,�aWa� E t%;F-1 r-%" T—Sh—t • WINDOW SCHEDULE DIVISION B •` TYPE CONSTRUCTON 2p1,7'E�prxda<.,BU?Iding:COde:;=`Buildiitg'S1Xth';;;, ROUCaI OPENNG fd/SS HEAD FRAME DETAILSI .• MARK REMARK3 ,d1t1Oq'<''.:,' +>:�" "`�.l`:.::\".,•;'•:.'• .i: u ltlwm.H Jule SCE TYPE HE" .. ... �':'.Y .... .�...�• v;i xsao /n[m su us 4a.RAP,7$R fSS;PYe A?dPADMI]VI51jiATtON a:i<;:.:': %i.i'd;.:. - nnFeuem uou en C: mac:.,.,.,.,,�..y�....,..::.:.5.�;,:_:.,.5.:;•'�:'.,::�'' .,:S:r"' ... .. ..__v��.,_..,...... w, '•.y„' fms-,m. ,,,,[ - r-r c/�'� , ymu s/w x -/m,xOr- w:m roiv a.•wc,rw.wl .-.row. _ ...... [A]I07dExaminallonoldocuments. wx ,caw xur rd rnna-yml x umu - -/.�. ,m t°'m a•'^c'.m"n r.mw o-a w, TM Duddmg oNde1 shaO ewni s or cause to be examined the a=mpanytng s0reitul document. • er-'°'• ' and"I aseenale tN wcA exar imaoae wWftr Um=&Mafia Inbalod alb desade[W IT In F..w..• umu v�u ym.f -nxa ,.opxm lm.aa• wr.ml rwo�Ma w. ecowdanco YMl No regwernents or ws coda end agbr peruwt laws orwanaeoes. Etapfl.— — WNOOWSCNEDUIENOIEer•m xwaowev ry rw m,ur,aom rww w,wano mlma•m.q wma 1,tTpE9l'm0�a;t—w a�C"—aG'�xl9GanPjltrfao4wl AC &.b. 7d[,$1�-YyiS y Se M S y>[CamA6gqT', CtnyMR djslflyj [��_mr�w me z� , _ �P ro�- tl es wHKamt NP aceJ oermt a cdem doame[As o1 recPtl bn ""O""— . - . '. - - merrodWar MYdab noreon nithe ceandlad pMleett I �m�Q DOOR AND WINDOW SCTIEDULF, Pbpd0 I. anora.:�n sot¢uL« syr Iwac ¢uuu¢Lra xno¢Av¢v pw[ru1 201,7�Fionda:Budn+Code-Buildn'�Sixth 1 F F-1: 13'.3l" Nmc ets n0 m s K-ems Pw v.M rm a pc 3 y. .8� 8 [A1107.3Exam4uuon D/docum.nb. Th.bur]d`n8 offi.W d oxeMre«(ease m ba e¢aM ft n._*.'ykg subf iUW doamD W end b.A°eurtain by such m hat.,whadmr W—sb.,W Indiee d aid d.—'bad Is In Roof Deck Fasting At All Panels w, ____ —ord—'011,a. �—V.f V".do and om«Pal—I Ie s«o doa,6.. P n 6x N' xsxk �•tts�9l�°el�pgv�'RW.n°nlcblS=l;00ajL�T7.6.1'LFbdd.7SAyla.'cYiYdltieU!9 (aPM0iKd10Lan•.�b0.'WnOiCUW7+&SIeMiPLarVtIA�IE CttCOdC52Ci,1aiyureDe00Yt91i0t L#�zr>m. �rto�crw,n�arcrmscwe�e,amismcrec..ny. '«cc116mrcDmare�eA STRUCTURAL NOTES: IRI bnlamaaso- smac�wracN»'ma[mv'sx'�`m`+ocamPen`tm°10-M W12z 19 samteo�Y-ot�airo-.an«oe��acc«a+rm-m".Rum"b7.d1.b09.Fonda. e .ne ne tad bo zutfq+�J r«.mu�,pDmA aDalcatan daNrtwnts or racoro r«. ,,,,�,,,� mOpWer ybw na notion—�'No Pamnnoa oro,ac.a 212 i'aa lad •ror w�'nd�% Sxw a ai[cDSDnm[aM xu¢/AK U I" F PaYMr.,PA IVIa! W12z 19 s1QxK axk DwL ..ca r°n«a vwornm ran e :xrt.n .rs e aaass an M v.¢.'r�"n v xwi a Mwss I2 z 19 x r• .uaxD mi, umx° ce8i�t0 c Mx as m rx¢< «[D Sd I.x«l uL rfaa 9i a«rKD IOW XAK�50u.0�61"f�mrtclta4 O[14MtarD 9uLL�%M L«MDYG.M M[ n 1 YOrm Y�ua wD°m"oir swa,vls W `b D pMK Sxal t0u0.t YM ASM xL1S u.fit D1KxOSI O¢«[D vOR....��pp 6"16 GA.STUDS 16 O/C 16G TRACK pd > S s -aax.s aD.°D ,bc maL r Dc as i „ N dMk(lyp) YLS Iivr�In xK gg M N g rsa x.x 1, atr Et�� TS 3 1/2 X 3 1/2 X COL 12'MAX TYPW12 z 19 aD.wr s«r I w¢a"L rxsrzwn ro sK.nwa nx 0 (nLi frve� x K M Po�u r�r.dDaS xswLn Al f pc wa L� Ej ■ __ •.In m.mLr anw rmr.Im'c A decklNP) P...w" wmla lti-�o'1 m.¢ mn rwwKa.Yn L( liSw�W.IYNCA.r. •('cwm.il.H616 : na u+an WAAi r �m mi"ue o axL ucr _ AIIASN.8151 Irn+o.0 r.o,w sow— r0.rY rDa m.°am.a.mn u.r.a..rd mm u[ _ s.S�'•S�'i� ,ecrm n .ZVI ru¢I.rmurvu mum C mwnaxm .'OM' nnnr ru¢.a nu urcn y.•run.Sm IYKSV' iK —ES tlVii ,,, 1.G Si[R iAOm,D Mxw.'R9 Al ra'0.0 MIIOED KLDS � ��Yp1iw i�r%f¢iuii m°�i°L"O EIEIP ALL TO OMLxSq[«C/�xav4i�LOA .00r¢^x ! yu..i.o wK a aDc°. nxolmv o w i ma[i m Ie x.x mlrl'•n LD�y -�mrram.a.r.a� . rxsru,[o r T.exOxK mle 5[x[K D'dc.r[OG[S 0D0 C�YN mn�rvr rwL.o°a. aKk � v Iou maDQ¢r o.00roc - . ROOF PARAPET DETAIL Roof Plan Steell Pmja1 p I SZ.1 I 2Q7Flottls. uildrifi%fie;> uilpg:Sizcth;> nueTFatscareA»uanwua�wuroa�`.,r:: ::. ' ; ' 1--^.-.—yrt war�vt[[@r,uxr (/�1DI3EwpnNw A'ocuo@@N. ` Tev hd6y@@ti9 T512 X 4 1/4 Ly`L`%'mIY a Crew b E@ e,vrAW b @7u'4 nxwiDY N¢vrmLL aw el(ru aoR`a6 Ey.d,aA¢AraYor.MVPvr qx ralaw(@m riRx4e m.mm. r(..mo,... ( f ,r=.mn•nsc er.�raxlm.m,D,el@ne!@¢o@naw@ma@@m om¢vonmallw,@a(rmc.l�@. Y E i° imy } s. xasz.Tt t n x[TK @oa ot(a M -+timt4v'"'�t a�tl`ri@`i 'ry'.�.>s•+,1°tMs s.,Pr..-�mv+•a®m.. .-�m.,ann a®ro.r. Aw„'�rr� nuxAxw nnx xw - _. n13X,Y Ns ELEVATION VIEW FROM SIDE WALL OF ELEVATION 19EW OF ISM osairw y [Nb WALL CORNER&MATE..LINE SID WA S Ayb MAT IN QfAM TO COI LIMN CONNECTION BEM,TO COLUMN CONNECTION, ;., ,vu„um�.mr ,.vim,,..nvw,rvwrrn wuam c,wu„m r.0 j i� q- 5 TS12X4XI14 - II � o _ v s•r/t',o-4YvP•.xn m.r rteK4.r aarura 0 - Q �O /emv4&Wv1Ly.PF.uu., nllxixW r513 x,xW 1S4` ,D s%ORALE VATI ViFW OF DOLUMN T•Fo F}oR coNNECTcoN "° ' ( ,:,"( STRUCTURAL NOTES: Mo utaR�sl ,...,.,.,wr.. �¢@A Lea,�rrraA >x.,@,(x[>=R.Aa�,.¢e�mP rA@e zK a,�¢.,,@>,°:tL tac• � ROOF FRAMING AT HVAC k MUA CURBS A*veurs ue eeunuu,Sr�.¢ve .onmvv@ amass wemn srvun 5 • na n a�aaA°"'P0 y SSS v v�w.wm s.�cvwam�r:,�..viwlww¢r(,ccacvu.¢a•m v/.w m:w( 9` 1�7�..t3" , up¢r.[�¢ v�msspii*u rmm�e,�Ksia m+H ers mamiam fia"`� Fy ��r M vhl r@q wiva V,LVW W u@¢v nu,A4A FOL ALL td(as s�"wW¢KKhtrz Noun bWuol-"` S'( r.�......,. --=wr �..:.ww eKw,rvtt�vuuA PoA@.wuvr.va tauu.Y[!K xuwc swot a r.mwux¢Aa m A 1F5 o� (uv(v®vm ,A„+A@LM 9vui(seta v@r r4n,Ya uu4@q @nevnse sr(t�fW - wLr¢rvM ! TA;N Pv,Y-HWCd Are ta. .,.,,� �� o.w.a ♦`+iyT�.,. e.aw. e'r7°" 18 / .„ Ig75aah11@nI(Av<. MSTw L'Mwvam Fl yIA1M1 Ff1113&Lelfl +wvem+vos t'::Z� _ _ .. .'�t,:�S,f'•sE�}�y t`t�ixr�'•e..l.i.� tea('..^ NOTE: aaa.�ra .r.G.�...�...w .�:;.:."!^::4 tJ:%.•a'�;:+?at:c �!�° COOLFRIFRC:EZER WALL.HEIGHT - -..,. •;, •" 4('•.•` i•''' _ o IS APPRt1X/MATE VABOVE FINISHED � '" __� �"•'YS*"<�"'"� ��"`��, FLOOR TO TOP OF STEEL. ��m•"� +y ..T_- '�=<�i:;�i: CROSSSKTIONTIIRU MODULES fTvnlall • - - "i:@r1'%'i">P```-` r@�' MALL AIR BARRIERS-'EXTERIOR AND INTERIOR PLYWOOD, CEWF. M SPR AY „ '�.:�rvwwvr.n.rvvw NOD'ANY BARRIER-STEEL DECX MO%1i40RANE ROOF SEALED MATNER P-T. _ Floor ' FLOOR AIR BARRIER-STEEL DECN AND CLOSED CELL SPRAY FDA. Framing CONTINUOUS AIR BARRIER IN TI IERMAL ENVELOPE SHALL BE WRAPPED, SEALED WITH FOAM,CAULKED,GASK"FED,ANO:(?R TAPED.NCLUOTNO DOORS P'ss¢A R WINDOWS. S2.2 M[Atl SCttR nw Mtt[nNt[XRx9 10 tlar,1' °}'U1g1 a IR/.Gt DV 1On reDDi,w a KAp� �po,yK� ( II pu[Kur1210�(W NLL p>;m.oai'm a ttssn rRo"i°`u of '.'�m�m�so�usi nR.iRa vnonr a asa Mln'X I-I/['.xrzE,NA p0M a 41/Y.a,a•00,10« tp� l3XPR]/D' ,�[4[Ad+.x1[vm 3 SW[XS[xOl tEd ,Y x N[ADCR WITN ND IACR STUDS lrvn[u Rt ra.nrzm rAu.awxcs) / \ ♦ED[C p LtiaB MKS x°i E V TJQN NEW FROM SIDEWA OF ELEVATION VIEW OF ,tx]D' ]]z,°KD°a,°�'w""0�°r"�s Au END WALL CORNER&MATE tiNE SIDE WALLS AyD MATE LINE axrovrz sm a p,o. ChM TO COLOMN CONN CE„_TION BEAM 70 CO!UMN CONNECTION «DxX�Xm t]us«txs u[ +.w n,um.x.mx.. enwnx.pcav pR d.w.+n.++mu..cl�a+mu m..0 «[w[Ri°m.c raR n.xsts su+pAls[Rxfr'a s�iu'sspf°Ar I:oe�1dD ROOF FRAMING AT HVAC&M()A CURBS RxpRa to n[Wu'w°Cs,m =Di-s'..'°�[s�i[n sw Nu ,aMu[sm[Rs[Iw mRw s�lms-,myr Sw[ow. tta[Rs,ua[x.x oa t,».s 'rxu,r a iODnmrnme�•a[m trans X[� [xa u4 tr m,.t 4 xm uc} I xcsno vu Dour tm„w n[q .ew onb w a w«DR.[oc o Rp.4u xa o..rn a o+[r v o Im,v 21 I•-�,v.c tpxa r«a[,wt4 a e.'«ass, .ae.0 ua+o a se+ms twu•i�z •a i�ut ii _' PL IC�q ELEVATION IA W OF —_wL JI xu pw Rw •,�'� JAMS JAMB ACK COLUMN TO FLOOR CONNF,�`TIOY * r TR TRACK .u C xiN Kn ¢•xl« Nx Ua• •!t R,D�'.tYs" I,w Y�w¢ [,t nc a u[rPi�uzM] [u+m+w[ PrzCI raw. DHAf.Et� a 4 a Stw wa"`�ts81a'' MA7F LINE REAM TO BEAM CONNECTIO14S MATE INE TUBETO s@ AM C.ONN C_�_,TI6NS oX�[xR�+c s1t0w ap�[ni+v su��:.r ve m.ecm+,cawn w cma ep,r mxwa �y m�w+[6 fY mlu MaD rm ucl 9NDtt SRACK Sttt CCTA0. atLCRW[C SL4DLC/RACS S¢i mAx tmm rm a4m�c]a srwuzsT taoD[p,ab,pcs a,a-w�ss) ROOF BEAM CONNECFIONS TO SIDE WALL BEAM L zsu tm rw]ppR m«n p.mm,ra.a.w.rwn I V«u,+.Rs.+snrKaa -� �r`9e�°Ci'x n�p4 sop BEAM I �s.ve,uazw cww[, 2 ucx o rc w°ps[s" FLOOR BEAM CONNECTIONS TO SIDE WALL BEAM ( ` +rsa'X+n'n;ec c T,[io•°a o �Ym FWr D[d -xr. [hf1l7L `^ S1JWrr lrcrn«. - n+a ns,n ]oasnNw 4 R+h A..w SI.dLItLm� [+� «FLOOR IIEAM [sa.vam,[[]a:4 nnut„Sl i°a.*eortlgA ry w^� ETtTF4WY1]i YXYnA'wphP pOt]a "�`�'G� R wnuttnM1�a� n1n' Z017F�ozida;I3uitiliti�;��ode`�:Building;':Sixfh,�;'.� cttvi£atsa»aAriti�iuuiepiAtioei'; ::':'' y tawx ,�;� .,„..„„,.....ems_,.....wu-._.......�_,:.w..._...�...�.._.....�....�.....�.,.,., uw�a•.�_nc"s�i- IN+mJEmmr[bn otdavmnn. SECTION_A-A iMl:K31g oM11tlalbrMD a..:.vacPuwmee mlannoa DK eamypiyx+p tWnRRPI°uax:IpN4 �:ND WALL ROOF �� pw SNm DaXtm':,q pC,«]apm<p.emma Rv+A..xxup,n+rcw+a.]a,amDa a m rz. !RC?C'P F..FU D,.+me>ep�popt.�dDoma.RDeomD:npN..xev�oa[s,e,o[a. EsaAtisls: 1,mUptn8ufm b yy�t,�P1{6tM1'I� 'm,Y-ikNrD 99WW *]PL u�q+,[-'-4�IN,�1FRAMINGs�r M= =�� ,t�; ,,;,,;A i7ETAIL m fhDlactS DRAWC.O.1 Efl: S2.3 CODED NOTES Or GENERAL NOTES «s 1-7 a nfc v,. °Y,m»«""oum ••'o�L wa s o�`mms�s'"�":.x�.aas arn'm`s xcx ,°"wsL.S9Pinma �mb a,w ua hA09 mr°ax n-x.]-W ust r°a.ntx pr m nn.nt ;s mw.[n s.t[c.i coxs.un['mwx°`.ai`s wm,.w u[.xx+zW u'..a K i3a :iw]""m'✓••nno. 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InsbPC,r(le,toamm�nad¢ rrvlIh Ida b.FAWlorm L Cole.nm,fed from im maker b-I '�'IQ" rtmptadekxama+t wamrYne[mne[tun,aim unulate wpeaermarttADlwnen I.wide eatemrwapyarkaM FMf¢wev Tomcaulkad byelevidanfor 'I r�l +wYmhkl mmwa sae rwmwHmodul,rm Gies mamwmrmawar. Signs �)�., ."I' an.na[.pwrwDrswo4lsl.loa mpdWrlmt,«aaa ends/aompdahl aaAaan.+wnnea.4pwpe,m+n<m w.e<.amn FM g.Iwea.+P<r I, ma wnv cure„m un<a nwnrmnaPHvaew,�n m,bwma. paws q m,vw¢+opwewmtwe,mammwn r,quhetl ntvenn'IuMw -1 ----- ornery Pm en puv -dwle lnstaneariry me ownermaY raN ro.arrercnt m.eeH.alalgnagewal he 6.Fmithdrtin.,bronwN51n pe,baa 0.1.1.4 19 pyre Is-I..lam.I.-ad by Vahan[ImaMe by 1.emmBnroal e,.n mwn,m¢,pe,draxin Idbode GCaDMrkW. 9I)-LkVI/� _�($Y )� 9dklar CA al.mlerbr ammwr mnnan l.01-111,bored by Abmns(mm v.wm+appuaa antra nk,mpru..negmm romm,om aMiem bem rodeo and pre ma mono cro++mnrw.,re nvmmrmmtmea ul uovm,nd,[Irehu> ,role halmh.a. L raweamwnwmaommm+mlr Tetlwm bvmval ��\ I....J luvI old ea neutron.>va.pm+laea.oawmmmoevla.uN[ a.Tree Gemu¢sapply an e.peawme me wner[o mane Hle on the btermr ana ener�oeu,w l [ AC BarD¢LNnwrwlhwgss mrL on-I \�_ umamessmwMmlO-x 10"aa'Ivm led Moo Wnl'a." (See Pidurea vl rciap Pepe t0l v 1 osu LLC.ISW<+tTpxnCurlrA�od grade FL 31114-1 3 [ohwnamaM aau..verwpn(we eye 3wumb¢vl N.Programpmecbri per,on wnagernquhemenu All awhrmL lea>n.Yala<awt bdMs•+I�Nm..,m a RHa re¢.gwlawr lwkab, mnr¢mnantl wne[bn ere mnnenaa ea wrDlw,mewtk. Walk-In Coolers s LgMup,nd mtap6as Yhrnmequipmen[aM tmtiwkalu pMAral On me Tbe welkin cooler company uew lmabs coat walbin antl assemhlee tM1e molinB,Yamn,Your I L se-%20/toB 3 Ph..am Amp hIvo ereatr,-parallel bds for 3/0lveden Main lecnldan-obone¢Na mmwessms-.1141 m tiro wwenb.-1.1pmvlees Pmvv:Uhrty Cwuwcmm GmeralCOnin[W nwst wYaiMgnaMPMnPlabdmlt".11. araae.Fas Num4lD o.bn Twa l"rblenlpwn Rush wttn a¢e,lww•Opmvbaa lm+bub mnawam.lre4lgeranon wmpamcomple[a all rclnaenuon wrme[vons.na enrwp°I lc< wry-1-1 Dn bMlrMwtubamlMvrnevdi lorcnfuhtq. mmn.,•P¢mweaon. Mawna wow 11,In male,mDw,na e,pwaa x.Gromra;ne:emwrs rlmLrW ga.Pipe...m pa ll•A•F.nngrwnaandwnerbendm P.p.t Iluk]le.a IEYmk) he .1nd by GC aleNxalmntrattor es Danwmrvl[e. 3.Nosbana Neutrals.on-venbrannclrculnhamtld-d-ts ALSO SEE INSTALL 1,2 a.Assemble QrKken Modular IDY GC) Franchisee Responsibilities s.sat A(C.ntI.nb.rmrbt 1.Propua Fameamn Pu Pan WELDING(BY GC) s.seeemwnanmm.wmMwrb, L Pmm�fib lo-aea p.rme•xmma wbewma 1. Signa Valbnt Agreement wiN deposit ].Vallantw0re te¢ap electMul•nd plumblr,gllwamreM power are available at rnedma of 3.6upwy TMp Nwor a am. 2.Arttnge lorall sheared archlbo[ pewln to be lnplaw bv[allvlbn.Wen¢an uratr berore[nry leave the la¢ory abut mnnMlom may came base z Por Wm.brNSI• 1. Weld all Peondatbn Weld Pbtd lofraw ofthe 3.At least WIX dopwyPonaPporal¢m. prlar todebverydaterwWlnitlal first ordermnttrudian[o stars oaring shlpmenL ll poweranb waterafeno[ava0ableyeL swply have yourekNmlan ana e.Cawvboorw¢od ogwlowdamn woo wpla.mlmmp. bUlWing v Pl,..,der for PDSand Rl(isynemfrom HOl wummrtestthe wnnenlons pnce No utglues have been on. FlxWcal1pytip ]. Weld4ropy[oiwnrealiWnrs s Place orderforo,r DackagefrorIfiaanpany B. NEWeValan[lhru raDWaallra willbalance system.Wnensystem III...Ing all"PC Is LCbolo.1 Lxmla mMhp. 6.Htve GCmntM Valanl lorcwrdwtlon wnnirig allforaOPWnwen[we meelwo weski notmefar sunup lCall Dewaat 386- aMab. ln.-boos-bonne wlnahamp. 611.9316t°¢h°dWP.) Mao Rmf lap wnpr•awn.Fens cod MVAC(Power coda all tlumna[n am wlaa.a gab aupphed by VInan •.. ,�-. .e.,,e,......� ].CohAnateplansto Your loaf Healul Mean.- a.NCc Plots Fa so,spW ana ols,Ill,(Ikhts lonals by vaAaNl Vatbnlwllidornerotb. orrneilhoblvao.redeavery b.l.tatl Tam Rugs aaW bWba(suPWaa by VabN)m.roDlea Buyer's Responsibilities PI"cm;nee-ho- n-loblmMadmp(Kpipm.rega,maawgMm^nlamP.a.1 Ifeelprbot .,darestems/Includes M.rt-Up a4H. 9.catenw.nre.aww Ionaminn • r� �w<Y 3. II¢qulpmenti3alaeredtivough Vailant we wig dolmiNlowing: aAtne0voan oPealnwaFamo'bon'npWnM•ka 1.secure Pp mcesvrype,nlU.[ontadyourb.l health OcDadment and pronde N¢m wMasel a. Invtall CaptNe-IUry Mood system lnduding Msel fire system lSurt�UD by 4ptNe Alre a[ g.Alrcwlrom Mwlibx roan mbwsw. of plans for thoka l.TN,,h,,W be completed as soon as Passible so that any necessary Past soon b lndudedl a.tamen•agm pm wammlw mtxwn Map sk,RpanmmNnwwxam we cow mttm. D approval. womamngiaarranlWA-to,pwmmof v,,g n. [he,,n,can be made prior to ooniWnlon. b. Install-Pa4roolar PtfadoryonI,sh-p-heglnaudad 6.Irkwlmdarmuh.IRun CanOwmOm DrW,Ovn wa4bmbml lee deaMalronlprm an ehaMf MDlmnM Pedowrequeed dte ,l Wudingadequate access nbefor Wcksandwnes. [. Make°lip-bine,olectriral&-nnenbns w°0 Fmmtdpnmframe:Lien bmrmllroof(melaM sari w[eAala Iyb ode plGame and 3.levelfoundaUw.Thls is the mntradals respomibsry.lnere should bethlmsandalewl althe d.Test.OpIvelnrefrlgeasonattheladory TILE WORxig GCl ' Baru a 1 vv site pdorte lretallatim.Ilthepstetere not level,shims should be Provided by contedm stove e. semreall equlpmem t•rwpq^a TYo suppeW byrVnnM awrbp bmWaibn Thuwtg"IIs notsuppgedby Vtllant,but 6 u 11ya ollbble at roofing supply I.kwblhum breve ba m'sshav roam leg(one udrxea see0arty)boor hrsba obauve¢9 eraoowe,leM1x. see p[brto Installation. cMDarties, uman6Fwrsl T6c migbl Lvm Balbm nfF[e,nem g ElMddan,Plumber,Welder,HYACmnuadprand geneal cob<onwctorshpuld be avaibbie1U, l.. Fm,hM Flamnll'/," Maintenance Rubbu Roll and on so.. NwRng Pccl a. II,,s,clan to complete all lepwremen4 as des¢Md in th...huxl. R Slick Fww,.m b.Plumberta mmpie[e all requiremenn.dewlbedbthemanual 1. Evluust hood:The e,haust hood s held beckaned on regvlarbasn.gependingan your mlume c Welder should bP on Nre the RrttA tM[milawnty moo I.....dwwk. am csl°al code we recommend[Ieanlnp miNmum olewry90 days,although 3p6p drys may be a1. P q mryil Yourresnur+nt 1.perrprming et I.h rulurrre.Fallury b law sour-Weaned on d.All reldgeatbn equipment will be eland by Valiant In lheappraPritle bcationmthe dmely baabunmsuit lnike haardy,twellvdamaga to your rool hemgnan buildup. - Y•.,,'S![ tool,ellrNrigeretbn Moa Mpbe located on Ue roof nanrhl.-IthawtheIII-I Vou,hn belb sbulabecheckod monNly lorwean geep.,pare lass bah on hand at oll4mas.If rehigerativn mmparry[onnect the oempresser fine to the app.P11.1,mmp[essor. the e,haust>yrnm goes down tM rcstaurantwlilbaWmed until ltbwoN.......Havin.a A••-. Apro,t dinmdnttam Comul[Iadorypdar[owardingwnnart span beit.ndregularmablewnce progamvnp eilMmtearsnMen Gary down time.Re member HYAC antl RAMp,rNw s.Have bevero,praWderinstail satdaequlpment gore bvl[Imka wpm,wage 11.F.n bell malmwarue nn be Ineo 4aled wltn yourae serviu Twne HVAeuh,noun WgOo slanea up by`,w Mar ryYa coil w•ab,nNbm la Bran Retl COMm rovershawepeelM poleclrve fdm 6.Hareallrlllmp_vorscomplete cw4att m,muv nova power Wned oou L.Kf¢ndmn'J,rg,Heating end geMgeratbn Fqulpment Qunge Ne ak N[en In your restaurant car Dw leave Hsy1 1- ..Ths.al Vaamv-se. - WebP+ogha sin on bryw.wNemm wM1ea mrnembbeuq.uvd '- a. Pwndetempo,ryswwer atsite - regwarly,wmebmes even weekly eepenan8upon Ne bcatbn ana wlumepl bus,ness.you man ReMperumn unln well maNba ICYGCI M�Bg tlObW erevOres _ - - - •a..Provide dlvn ter or mmmall.trash and con bgmaterbls - - v°your HVACMIem stance ana balanced byyour NVACsubmMadv.Havva aguW seMa OC cow uuaomluw mMO WM mnuWeaem¢vimwGG ,,, ps pp tad wiN.bmlaudmAted aCwmwny.You may want tD[wlana nnke provider that has Fammm. when-acen-arvesnesn"Pl blItheme, pa ho.uMmratea In mmYou need¢mergency rcDaln Thrywl0 aNe0ule malntenan¢four Csa[nNaiavwNawm,Ea,lamnapcIHW(RaYGVaptlrta+.vl, db,e(DaoaeVallantResponsibllities vfn mlmYaa' ref le. ... nPano,m XVAemammwnn zpm,aa baa.,•mw:,ty enry aim roll ewe laK p.krcadm amv ay eawla+K Om Micah , ' 1. 5¢[u,sb[@apPrpv,l almmYlafwnstiv[lbnpianf nfrlgeatbn equipment.Vailantcan.orlee tss(st+rme wlN lnls if rreeded.•� I( jBtbTsta L 3. Deliver checks,modular to site for Me Pentad lrelghlamount �i gwulremamWwwrybb cep pnnN cocoa ram. 3. Provide UanMand dewto set Qrecken MadularanbundaLoo •p•oe+e mondcnve auvm ami even ALSO SEE INSTALL1.2 1.1 (Install)JI FOUNDATION & SITE GC/CONTRACTOR'S RESPONSIBILITY (1)GC TO BUILD AND INSTALL FOUNDATION PER PLAN AT OWNER'S EXPENSE. FOUNDATION MUST BE LEVEL AT THE TOP PLATES. A SHIM MAY BE USED. IT MUST BE WELDED TO THE TOP PLATE PRIOR TO ARRIVAL OF THE UNITS.ADDITIONAL PLATES ARE TO BE SUPPLIED BY CONTRACTOR FOR FINAL SHIMMING ON DAY OF INSTALLATION; 1/8"X 5"X 6"AND 1/4"X 5"X 5"ARE RECOMMENDED (2) THE FOUNDATION MUST BE BACK FILLED AND THE AREA SURROUNDING THE FOUNDATION MUST BE LEVEL AND COMPACTED (3)C09 I M- LLOWING FOR FULL ACCESS AND FOR THE UNITS AND CRANES TO BE STAGED. THE AREA AROUND THE FOUNDATION MUST BE CLEAR—NO SIDE WALKS--CURBS OR OTHER OBSTRUCTIONS CAN BE PUT IN PRIOR TO THE INSTALLATION OF THE CHECKERS MODULAR UNIT.' SITE MUST BE LEVEL AND STONED SO TRUCKS AND CRANES DO NOT SINK, IF THE SITE IS NOT ACCESSIBLE TO CRANES AND TRUCKS AND IS NOT COMPACT AND LEVEL CAUSING TRUCKS AND CRANES DELAYS OR GETTING STUCK ON THE SITE THE ADDITONAL EXPENSE WILL BE CHARGED BACK TO THE OWNER Acknowledgement below must be signed and returned to Valiant prior to shipping. Unit Will not be shipped until received I ACKNOWLEDGE I HAVE READ AND ACCEPT THE ABOVE TERMS. Vowner \/General Contractor Cate Date Both Sides of Foundation with adequate Sp=6 and Width 1 71, j ............ . . . . . . . .. .. . ... ............. ........... S ...... .. Z-5. T R ---------- - --k-O-Z E .. . ...... . .... .... . .... .......... .............. ..... T .......... ... .. . . . .... ....... ..... ........ ---- ........ ....... ...... ................................ ........... ................ .... . ....... . ........... ...... ... ....... M, Both Sides of Foundation with adequate Space and Width No Compact level COMcheck Software Version 4.0.7.2 Review Envelope Compliance Certificate PR( V Project Information 101, 1 -5-18 X 0 Energy Code-, 90.1 (2013)Standard z Li Project Title: Checkers Drive-IN Location: Miami, Florida Climate Zone: 1 a Project Type: NeW Construction 4RTER W' Vertical Glazing/Wall Area: 3% Performance Sim.Specs: EnergyPlus 8.1.0.009(EPW: USA—FL—Miami.inti.AP.722020—TMY3.epw) Construction Site: Owner/Agent: Designer/Contractor: Miami, FL Valiant Equipment, LLC 15 West Tower Circle Ormond Beach, FL 32174 386-677-9316 Building Area Floor Area 1-Dining: Cafeteria/Fast Food Nonresidential 952 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(.) Perimeter Floor 1:Concrete Floor(over unconditioned space),[Bldg.Use 1 - 952 --- 5.0 0123 0.322 Dining:Cafeteria/Fast Food] Roof 1:Insulation Entirely Above Deck:Cool roof exempt,Cool roof 952 --- 23.6 0.041 0.048 exemption= Roof Over Conditioned Space With No Cooling,[Bldg.Use 1 -Dining:Cafeteria/Fast Food] NORTH Right Elevation Wall-Tile Finish:Steel-Framed,16"o.c.,[Bldg.Use 1 - 208 24.3 0.0 0,094 0.124 Dining:Cafeteria/Fast Food] Door 101 A:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 - 21 --- --- 1.450 0.700 Dining:Cafeteria/Fast Food] Right Elevation Wall-E.I.F.S.Finish:Steel-Framed, 16"o.c.,[Bldg.Use 388 24.3 8.4 U.053 0.124 1 -Dining:Cafeteria/Fast Food] Restroom Door 105:Uninsulated Single-Layer Metal,Swinging,[Bldg. 20 --- --- 1.450 0,700 Use 1 -Dining:Cafeteria/Fast Food] Restroom Door 104A:Uninsulated Single-Layer Metal,Swinging,[Bldg. 20 ... --- 1.450 0.700 Use 1 -Dining:Cafeteria/Fast Food] EAST Front Elevation Wall-Tile Finish:Steel-Framed,16"o.c.,[Bldg.Use 1 - 192 24.3 0.0 0.094 0.124 Dining:Cafeteria/Fast Food] Front Service Window:Metal Frame:Operable, Perf.Specs.:Product ID 34 --- --- 0.3100 0.650 bb,SHGC 0.29,PF 0.40,VT 0.35,[Bldg.Use 1 -Dining:Cafeteria/Fast Food](b) Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:Waliant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 1 of 19 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Valu6 R-Value U-Fa6tor Factorm Perimeter Front Elevation Wall-E.I.F.S.Finish:Steel-Framed,16"o.c.,[Bldg.Use 140 24.3 8.4 0.053 0.124 1 -Dining:Cafeteria/Fast Food] SOUTH Left Elevation Wall-Tile Finish:Steel-Framed,16"o.c.,[Bldg. Use 1 - ill 24.3 0.0 0.094 0.124--- Dining:Cafeteria/Fast Food] Drive Thru Window:Metal Frame:Operable,Perf.Specs.:Product ID 19 --- --- 0.300 0.650 - aa,SHQ.0 0.29,PF 1.00,VT 0.35,[Bldg.Use 1 -Dining:Cafeteria/Fast Foodl.(b) Left Elevation Wall-E.I.F.S.Finish'Steel-Framed,16"o.c.,[Bldg.Use 483 24.3 8A 0.053 0,124 1 -Dining:Cafeteria/Fast Food] WEST Rear Elevation Wall-E.I.F.S. Finish:Steel-Framed,16"o.c.,[Bldg.Use 305 243 8A 0.053 0,124 1 -Dining:Cafeteria/Fast Food] Window W3:Metal Frame:Fixed,Perf.'Specs.:Product ID cc,SHGC 4 --- --- 0,300 0.570 0.29,VT 0.35,[Bldg.Use 1 -Dining:Cafeteria/Fast Food](b) Door 101 B:Uninsulated Single-Layer Metal,Swinging,[Bldg.Use 1 - 25 --- --- 1.450 0300 Dining:Cafeteria/Fast Food] (a)Budget U-factors are used for software baseline calculations ONLY.,and are not code requirements. (b) Fenestration product performance must be certified in accordance with N FRC and requires supporting documentation. WE Envelope PASSES: Design 3% better than.code Envelope Compliance Statement V luigtyl Compliance Statement. The proposed envelope design represented in this document is consistent wit"I it-M specifications, and other calculations submitted with'this permit application.The proposed envelop g. designed to meet the 90.1 (2013)Standard requirements in COMcheck version 4.0.7.2 Review an I a p I mandatory requirements listed in the Inspection Checklist James E. Bradley, PE .!1 f No. consulting Engineer s 1=65uCarnegie Avenue Z/ Name-Title Clearwater, FL 337b6Si 1 1L*Q o bate STATE OF January 04,2018 0 a. ........* C�N �pPROVFO 1 -5-18 X Ziff RTER 9- Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkerkheckers;FL-Ashrae 90.1-2013-Miami.cck Page 2 of 19 COMcheck Software Version 4.0.7.2 Review Interior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2013)Standard Project Title: Checkers Drive-IN , Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: Miami, FL Valiant Equipment, LLC 15 West Tower Circle Ormond Beach, FL 32174 386-677-9316 Allowed Interior Lighting Power - A B C D Area Category Floor Area Allowed "Allowed Watts (ft2) Watts 1 ft2 (B X C) . 1-Dining:Cafeteria/Fast.Food 952 0.90 857 Total Allowed Watts= 857 ` Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp 1 Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Dining:Cafeteria/Fast Food LED 1:LED Other Fixture Unit 46W: 1 3 45 135 LED 2:LED Other Fixture Unit 46W: 1 10 39 390 LED 3:LED Other Fixture Unit 46W: 1 4 35 140 . LED 4:LED A Lamp 12W: 1 3 12 36 Total Proposed Watts= 701- Interior Lighting PASSES: Design better than code Interior Lighting Compliance Statement � �HKrtnllnrtrtii�ypir Compliance Statement: The proposed interior lighting design represented in this document is consist specifications,and other calculations submitted with this permit application.The proposed interior If ,y�_ •6; y designed to meet the 90.1 (2013)Standard requirements in Mcheck Version 4.0.7.2 Review and ¢ty nth any C p( mandatory requirements listed in the Inspection Checklist. "�,��' �O �� •,' ' James E. Bradley, PE �+,, • • ;� Consulting Engineer Sir �" • ; �+ 1765 Carnegie Avenue �, ; 1 • =>=' Cl.arwaCar, SL 33756-. Name'-Title Si tur �,., Date •' �pPROVfd January 04,2018 STATE OF I, 'a 01411 C'IRTER '?;' - Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 3 of 19 COMcheck Software Version 4.0.7.2 Review Exterior Lighting Compliance Certificate. Project Information Energy Code: 90.1 (2013) Standard Project Title: Checkers Drive-IN Project Type: New Construction Exterior Lighting Zone 4 (High activity metropolitan commercial district) Construction Site: Owner/Agent: Designer/Contractor: Miami, FL Valiant Equipment, LLC 15 West Tower Circle Ormond Beach, FL 32174 386-677-9316 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Main entry 3 ft of door 30 Yes 90 Other door(not main entry) 10 ft of door 20 Yes 200 Drive-up windows/doors 2 windows 400 No 800 Illuminated length of facade wall or surface 50 ft 5 No 250 Total Tradable Watts(a)= 290 Total Allowed Watts= 1340 Total Allowed Supplemental Watts(b)= 1300 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 1300 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry(3 ft of door width):Tradable Wattage LED 1:LED Linear 22W: 1 1 22 22 Other door(not main entry) (10 ft of door width):Tradable Wattage LED 2:LED Linear 22W: 1 3 22 66 Drive-up windows/doors (2 windows or doors): Non-tradable Wattage LED 3:LED Other Fixture Unit 80W: 1 19 75 1425 Illuminated length of facade wall or surface (50 ft): Non-tradable Wattage LED 4:LED Linear 22W: 1 4 22 88 Total Tradable Proposed Watts= 88 Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Paga 4 of 19 Exterior • • ' rn 91%better than code Exterior Lighting Compliance Statement -q�NNtI��N� IIJ►J Compliance Statement. The proposed exterior lighting design represented in this document is consisten t b s, specifications, and other calculations submitted with this permit application.The proposed exterior ligl 5 i� designed to meet the 90.1 (2013) Standard requirements in COMcheck Version 4.0.7.2 Review and tcr �,{ �i _ mandatory requirements listed in the Inspection Checklist. James E. Bradley, PE r. Hai 14695 Consulting Engineer _ Name-Title Clearwater, FL 33756 SI date s January 04,2018 4''a� STATE OF ;QM OR i ID SW-._ C�``\��. PpPROVF� 0 1 -5-18 ti cn z IV LLJ -ARTER Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 5 of 19 COMcheck Software Version 4.0.7.2 Review. Mechanical Compliance Certificate Project Information ' Energy Code: 90.1 (2013)Standard Project Title: Checkers Drive-IN Location: Miami, Florida Climate Zone: 1a Project Type: New Construction Consiruction'Site: Owner/Agent: Designer/Contractor: Miami, FL Valiant Equipment, LLC 15 West Tower Circle Ormond Beach, FL 32174 386-677-9316 Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=60 kBtu/h PpPROVf� ,. Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1.each-Single Package DX Unit,Capacity=72 kBtu/h,Air-Cooled Condenser Proposed Efficiency=11.20 EER,Required Efficiency: 11.00 EER +12.7 IEER cc Fan System: None ;V 1 HVAC System 2(Single Zane): Q Heating:1 each-Central Furnace,Gas,Capacity=60 kBtu/h p u Proposed Efficiency=80.00%Et,Required Efficiency=80.00%Et Cooling:1 each-Single Package DX Unit,Capacity=72 kBtu/h,Air-Cooled Condenser • 04R .P Proposed Efficiency=11.20 EER,Required Efficiency: 11.00 EER +12.7 IEER TE R Fan System: None 1 Water Heater 3: Gas Instantaneous Water Heater,Capacity:2 gallons,Input Rating:199 kBtu/h Proposed Efficiency:.0.95 EF,Required Efficiency:0.62 EF Mechanical Compliance Statement �li�fi �treaaffatrrl Compliance Statement: The proposed mechanical design represented in this document is consiste of a specifications,and other calculations submitted with this permit application.The proposed mecha •"� designed to meet the 90.1 (20I3)Standard requirements in COMcheck Version 4.0.7.2 Review a� 4+y�P w th. dQ mandatory requirements listed in the Inspection Checklist. alp James E. Bradley, BE «�"$.` �: N0. �W�►� ,.+„ Consulting Engineer 3.76S Caraagia Avegue �. Date T itle Clearwater Name- , £L.33756 Sign 1 ; x 'STATE OF t+)•r January 04,2018 � �'.•�� ,,•�•'�;tr Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL CheckerslCheckers FL-Ashrae 90.1-2013-Miami.cck Page 6 of 19 COMcheck Software Version 4.0.7.2 Review Inspection Checklist Energy Code: 90.1 (2013) Standard Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. i ../ -✓-ass% ,.,., ./ry% r,ME �,, ;; r >,..' •,�.,,ris.%-«r„ ,+f4,..,, �,.r,,, °.r/', /,:",z��;x,./, ..>, ., r r�,",,i/,r/ .,w., .�s •.#, ,/ �'2.9>2rf.//oa '"r:/'%'%•y/!.;'; "<,' �' /rr<',,. „ rs,. i...�., /. ., •>.r„�:; w,.i3 "r«%✓v it r. -r :•:;,,r,,., ./ „/,a,.jy.,: .. .Jl,',,,,:r/�- ::> �,.G,,, ,/r,,Fr'„ .v;:1rT,./,%, 4% ,• - ...r.,,,r/ ,�t;ils� •;Il��.:u /,,,.,r ,,;�._�:F �;.,.,vu: 4.2.2,. ;Plans and/or specifications provide all ;❑Complies 5.4.3.1.1, :Information with which compliance QDoes Not 5.7 ;can be determined for the building . : ; [PR111 ;envelope and document where ❑Not Observable :exceptions to the standard are i❑Not Applicable claimed. ; 4.2.2; ;Plans, specifications,and/or ;❑Complies ; 6.4.4.2.1, !calculations provide all information E❑Does Not 6.7.2 with which compliance can be [PR2]1 ;determined for the mechanical ;❑Not Observable; !systems and equipment and ;❑Not Applicable document where exceptions to the ;standard are claimed. Load ; calculations per acceptable engineering standards and ',handbooks. ; ; 4.2.2, ;Plans, specifications, and/or ;❑Complies ; 7.7.1, !calculations provide all information :❑Does Not 10.4.2 ;with which compliance can be ; [PR3]1 ;determined for the service water �❑Not Observable: I heating systems and equipment and ;❑Not Applicable ; document where exceptions to the ; standard are claimed. Hot water ; system sized per manufacturer's :sizing guide. 4.2;2, .; ;Plans,specifications,and/or ;❑Complies ; 8.4.1'.1;,._ 'calculations provide all information :[]Does Not 1:2,. with which compliance can be ❑Not Observable; 8.7 ;determined for the electrical systems [.PR6j2, _` !and equipment and document where ;❑Not Applicable ; exceptions are claimed. Feeder ►connectors sized in accordance with „I approved plans and branch circuits ;sized for maximum drop of 3%. ; 4.2.2, [Plans,specifications, and/or ;❑Complies ; 9.4.3, 9.7 .calculations provide all information ;❑Does Not [PR4]1 :with which compliance can be ❑Not Observable; determined for the interior lighting ; and electrical systems and equipment ❑Not Applicable and document where exceptions to ; ,the standard are claimed. Information I provided should include interior I lighting power calculations, wattage of :bulbs and ballasts,transformers and !control devices. 11 High Impact(Tier 1) 2-. Medium Impact(Tier 2) 3.- Low Impact(Tier 3) i Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 7 of 19 WA Olt 9.7 '.Plans, specifications, and/or iElComplies [PR8]1 :calculations provide all information 1,E]Does Not :with which compliance can be :E]Not Observable: determined for the exterior lighting ;and electrical systems and equipment :E]Not Applicable land document where exceptions to Jhe standard are claimed. Information provided should include exterior lighting power calculations,wattage of: bulbs and ballasts, transformers and !control devices. [PR511 !systems commissioning included on ElDoes Not the plans or specifications for projects � UNot Observable: :EJNot Applicable Additional Cmmn � mmptions: ` ` I I JHIgh Impact(Tier 1) 1;2'.Imedium Impact(Tier 2) Low Impact(Tier 3) ' � ` � ^ � � � ' � � � ' � ` ` � Project Title: CheckeoDrive'N Report date 0I/04/18 Data filename: P:WaUartEquipmentkpLCheckersk[heckersFL-Ashnae9U.1-2OI3'M|amicck Page 8of l9 � ' ` J lip Vat 5*5.33, Below-grade wall insulation R- R- R- ;[]Complies See the Envelope Assemblies -value. 'E]Does Not :E3Not Observable iONot Applicable ----7E]Complies :See the Envelope Assemblies 031, table for values. F-1 Unheated in Unheated TIDoes Not E] Heated F] Heated T]Not Observable UNot Applicable F0512 table for values. :E]Does Not LIN&Observable E]Not Applicable 5.8.1.7 Exterior insulation protected ElComplies [F0611 !against damage, sunlight, []Does Not moisture,wind, landscaping and :equipment maintenance LJ.ot Observable activities. E]Not Applicable 5.8.1.7.3 Insulation in contact with the pplies (F0711 !ground has<=0.3%water ODoes Not absorption rate per ASTM C272. Al Freeze protection and snow/ice ElComplies [FO�-J" melting system sensors for future E]Does Not connection to controls. -]Not Observable E]Not Applicable Bottom surface of floor structures: R- R- TIComplies See the Envelope Assemblies incorporating radiant heating ;E]Does Not table for values. :E]Not Observable insulated to>=R-3.5. ZINot Applicable Additional Comments/Assumptions: ~ I I JHigh Impact(Tier 1)_ 2 Medium Impact(Tier Low I m pact(Tier 3) ^ . ' ' Project Tide: Checker Drive-IN Report date- 01/04/18 Datafi|ename: P:\/a|ianLEnuipment\FLCheckers\Checke,sFL'AshnaegV.1-ZOZ}Miamicck Page 9nf 19 ' IT 5.4J'.'�.---'.-1Factory-built and site-assembled Licomplies fFR'11 -,fenestration and doors are Not ODoes !labeled or certified as meeting air' leakage requirements. E]Not Applicable Complies See the Envelope Assemblies table for values. 'E-]Not Observable '[]Not Applicable E]Complies :See the Envelope Assemblies :E]Does Not :0 Not.Observable ElComplies ;See the Envelope Assemblies [FRIO]i table for values. 'ElDoes Not 'E]Not Observable T]Not Applicable SHGC: ;See the.Envelope Assemblies table,for values. E:]Not Observable !ONot Applicable 5.8.2'.5 !code defaults are used. E]Not Observable E]Not Applicable 5.82.2 ;Fenestration and door products ElComplies F 1311 !are labeled, or a signed and E]Does Not idated certificate listing the U- plicable Not Ap irate has been provided by the U-factor of opaque doors U_ See the Envelope Assemblies [FR14]2, associated with the building !table forvalups'. requirements. 9 tlNot Applicable 5.4.3.1 ;Continuous air barrier is E]Complies [FR1511 !wrapped, sealed, caulked, ODoes Not gasketed, and/or taped in an ;approved manner, except in E]Not Observable Iserniheated spaces in climate LJNot Applicable zones 1-6. Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2-J Medium Impact(Tier 2) impact(Tier 3) ` . ' � Project Title: Checkecsorive |m neportdate� o-1/u4/ u Data filename: p:Wa|iantEquipment\FLcheckers\CheckeoFL'Ashraeeu.1-ZOI]'Miamicck Page 10of 19 ec on, '444 iinicaT 1166g In, Plans Verified _ . Field'VeriFed ilnspectioti, Value. Value` Complies? C®r»ments/Assurnpticins 6.4.1.4, 1 HVAC equipment efficiency Efficiency: Efficiency: ;[]Complies ,See the Mechanical Systems list 6.4.1:5 verified. Non HVAC ❑Does Not ;for values. [MEl]2 !equipment labeled as meeting ,9Q.1. I ;❑Not Observable , ❑Not Applicable 6.4:3.4A !Stair and elevator shaft vents ;Y ` . = , f 9"" ❑Complies [MEV .. .. :have motorized dampers that :❑Does Not ..lautomaticallyclose. ❑Not Observable ❑Not Applicable Q..4:3.4.5 .;Enclosed parking garage ❑Complies [ME39]3-. ;ventilation has automatic g : . , ': ❑Does Not tcontaminant detection and capacity to stage or modulate ❑Not Observable Mans to 50%or less of design ❑Not Applicable Icapacity. " s i 6.4.3":4.4.,;Ventilation fans>0.75 hp have �: ','o i Yji'' � ❑Complies [ME5]3.. lautornatic controls to shut off fan �, l cf. N, ❑Does Not ,when not required. ❑Not Observable ; f ' ❑Not Applicable 6.4.3.8 ;,Demand control ventilation ❑Complies [ME6]1 !provided for spaces>500 ft2 and ❑Does Not ii>25 people/1000 ft2 occupant :density and served b systems ❑Not Observable Y Y Y ' with air side economizer,auto ❑Not Applicable modulating outside air damper !control, or design airflow>3,000 7 s cfm. _ N s6j,. 6.5.3.2',1 i DX cooling systems >= 75 kBtu/h '"" ��/ '6 "f ❑Complies ;See the Mechanical Systems list [ME40]2 -i(>= 65 kBtu/h effective 1/2016) ' ' ❑Does Not ;for values. land chilled-water and „ !evaporative cooling fan motor hp ❑Not Observable >= 1/4 designed to vary indoor ❑Not Applicable ;fan airflow as a function of load and comply with operational :requirements. 6.4:4.!;1. ;Insulation exposed to weather ❑Complies !protected from damage. s °' ❑Does Not !Insulation outside of the k , 1conditioned space and associated "'1 6 - ❑Not Observable s' with cooling systems is vapor eS _ ❑Not Applicable ; retardant. 6;4.4.1.2 ;HVAC ducts and plenums R- 1 R- ;❑Complies [ME8]2 i insulated. Where ducts or ! '❑Does Not I plenums are installed in or under ; I a slab,verification may need to ! ❑Not Observable ;[]Not Applicable 1 occur during Foundation ; ; +Inspection. , 6.4.4.1.3 I HVAC piping insulation thickness. in. i in, ❑Complies ; [ME9]? !Where piping is installed in or 1 ❑Does Not ° !under a slab,verification may need to occur during Foundation ;❑Not Observable Inspection. ; !❑Not Applicable 6.4:4.1:4- ,Thermally ineffective panel ? '° �` ❑Complies r ��i [ME41] ;surfaces of sensible heating " ❑Does Not panels have insulation>= R-3 5. i ❑Not Observable ; ❑Not Applicable I _ 6.4.4.2.1 I Ducts and plenums sealed based `` ❑Complies [ME10]2 :on static pressure and location. !`' ❑Does Not I ❑Not Observable r . ❑Not Applicable 1 High Impact(Tier 1) �.2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 11 of 19 4 " ��yy yy�� 'r''i%�gt',x'HiJ,�'6.,;r:, .o<�,.��,fi':,. .t 3"k�: �;/J.",�'q,'y;h�:'.'%,,;,"n, rrr;t ;: ✓ r' �'r�; 2 ...':. :r.M�chaiiicat'Rou"h-in. ti3.::Ptans�Yte"rifled.. w�Piel!c!'Verifleif<� �§}'.?"y<�'- .�r `_:.' x.,s'J,,s p=<t3>a` ::�,:.:": .COlYi�]fJ2S.• <`Comm�rii�slA.7s�ini/y�ti`ans :� y Y. a,� .,tea�.; ,,,, e z�i" �., »>..�,, ;"i s ^•r;,'r';.'.,°°��.. z'r 6.4.4:2.2 ;Ductwork operating >3 in.water ❑Complies [ME1111,:.,:!column requires air leakage Oboes Not testing. ' ❑Not Observable ❑Not Applicable 6;4:4:2L:2";IDuctwork operating >,3 in. water ❑Complies ; (ME11]3 ._icolumn requires air leakage F" Oboes Not Itesting. y' E ❑Not Observable ❑Not Applicable 6:5.2`3.:` :I Dehumidification controls ❑Complies [MEl'913"�'-':provided to prevent reheating, '? Oboes Not retooling, mixing of hot and cold `; I airstreams or concurrent heating ❑Not Observable ; ='' and cooling of the same ❑Not Applicable r.: I airstream. 6.5 2 4 1 Humidifiers with airstream ❑Complies [ME68]3 ` mounted preheating jackets have �`i ❑Does Not preheat auto-shutoff value set to activate when humidification is ❑Not Observable , not required. ❑Not Applicable .!Humidification system dispersion ❑Complies k..a 1 ['ME69]3` _ !tube hot surfaces in the Oboes Not iairstreams of ducts or air- handling units insulated >= R- ❑Not Observable ;;i0.5. ❑Not Applicable ; 6:5:25, ' Preheat coils controlled to stop ❑Complies [ME7,bp-.,.1 heat output whenever Oboes Not :- mechanical•cooling, including { I jeconomizer operation, is active. r A ❑Not Observable ; ❑Not Applicable Multiple zone VAV systems with ❑Complies :Seethe Mechanical Systems list [ME4213< =DDC of individual zone boxes ❑Does Not ;for values. 'have static pressure setpoint Ireset controls. ❑Not Observable ❑Not Applicable ; 6'.5;-.. .':`•I Multiple zone VAV systems with ❑Complies :See the Mechanical Systems list [ME42]3•. -I DDC of individual zone boxes Oboes Not ;for values. have static pressure setpoint `reset controls. ❑Not Observable ; ❑Not Applicable HVAC pumping systems>10 hp ❑Complies ; [•ME25]3; ';,designed for variable fluid flow. ;yo Oboes Not ❑Not Observable - ':< ❑Not Applicable 6.5.6.1 :Exhaust air energy recovery on ❑Complies [ME56]1 Esystems meeting Tables 6.5.6.1- � � �� Oboes Not I 1,and 6.5.6.1-2. `j, l Pjl i ❑Not Observable ❑Not Applicable 6.5.7.1:1: I Kitchen hoods>5,000 cfm have ❑Complies ' ,[ME321?.:, make up air>=50%of exhaust Oboes Not I air volume. {j ❑Not Observable ❑Not Applicable 6 5=, 'Approved,field test used to ❑Complies ; [ME4913'. -:1evaluate design air flow rates Oboes Not ;and demonstrate proper capture '•''`and containment of kitchen ❑Not Observable ; <<, ! ;exhaust systems. ❑Not Applicable ; 1 lHigh Impact(Tier 1) 2= Medium Impact(Tier 2) +_'•3, Low Impact(Tier 3) Project Title: Checkers.Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 12.of 19 ' at are ElComplies [ME34]2 heated use only radiant heat. E]Does Not [:]Not Observable E]Not Applicable 6.5.9 !Hot gas bypass limited to: <=240 ElComplies 77 E]Not Observable icable Service ElComplies water heating equipment, [ME86]� -meets efficiency requirements DDoes Not E]Not Observable ONot Applicable OComplies 6.4.3.9..", Heating for vestibules and air [ME63]2 i curtains include automatic DDoes Not !controls that shut off the heating system when outdoor air Iheating systems controlled by a thermostat in the vestibule with gr In space from the outdoors have E]Does Not raw con eset MAN 111 E]Not Observable heating and cooling systern when IN ylff"�w' ROY E]Not Applicable YWCA Add0tionaUCommmmants/Assumnptions: I lHigh Impact(Tier 1) 1,`21 Medium Impact(Tier 2) Low impact(�ieri_)= .` Project Tide: checkersD,ive |N Report date: 01X04/18 oataM|ename: p:\Va|iantsquipment\FLchecke,s\checke,srL'Ashn,eyU.z'2oIa'Miamicck page 13or 19 M, IIn ...... if g ;7 J g ;At least 50%of all 125 volt 15-and :LJComplies [EL10]2 20-Amp receptacles are controlled by :E]Does Not an automatic control device. tNot Observable: tlNot Applicable 9.4:1.1 !Automatic control requirements ElComplies [EL1F ':prescribed in Table 9.6.1,for the !E]Does Not 1 appropriate space type, are installed. i'Mandatory lighting controls (labeled ;01\lot Observable! as'REQ') and optional choice controls :E]Not Applicable - (labeled as 'ADD1' and 'ADD2') are implemented. %4.1.1 .;Independent lighting controls installed ;E]Cornplies [EL2]2`_� per approved lighting plans and all PDoes Not manual controls readily accessible and visible to occupants. :E]Not Observable! ;visible :E:]Not Applicable 9.4: Parking garage lighting is equipped EComplies ' 2' - ' i L11] —A with required lighting controls and IE]Does Not 'daylight transition zone lighting. J I I !E]Not Observable: I I I!E]Not Applicable I 9.4.1.1f Daylight areas under skylights and jElcomplies [EL13]1 I roof monitors that have more than 1ODoes Not :150 Wcombined input power for : ! general lighting are controlled by E]Not Observable photocontrols. :,E]Not Applicable 9:4.,1:4 sAutomatic lighting controls for exterior 10Com plies [EL3]z J lighting installed. ElDoes Not :E]Not Observable! :E]Not Applicable 9.4.1.3 (Separate lighting control devices for !E]Complies [EL4]1 !specific uses'installed per approved 10130-es Not lighting plans. :oNot Observable, :EJNot Applicable 9.6.2 ;Additional interior lighting power ',E]Complies [EL8]1 :allowed for special functions per the :E]Does Not :approved lighting plans and is i : i automatically controlled and :E]Not Observable Iseparated from general lighting. ;E]Not Applicable 16.4.1 Electric motors meet requirements 1E]Complies [E0,]?, !where applicable. :DDoes Not i UNot Observable: �E]Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 2 Medium Impact (Tier Impact(Tier 3) Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 14 of 19 Project Title: checkecsorive |m Report date: 01/04/18 Section' #, Fn uliat�on inspection., tr}t*i um 'ti Ptans�ierified Fietd Vet�fied C�mg�,lloes?.• Co nt'IAss ons. .., z , &-Re ADVaDaie 5.8.1.7.1 ;Attics and mechanical rooms " ❑Complies [IN15]2 have insulation protected where ❑Does Not f adjacent to attic or equipment ❑Not Observable ; access. '- � ❑Not Applicable ",.! :'J ' ', ❑Com lies (Foundation vents do not interfere ��u�,;>-� W .�,. p 4- ❑Does Not [IN1'6]2., ;with insulation. , I( ❑Not Observable ; j ❑Not Applicable 5.6.1.8'._ l insulation intended to meet the ❑Complies [IN17p. roof insulation requirements �' ❑Does Not cannot be installed on top of a Isuspended ceiling. Mark this ❑Not Observable 'requirement compliant if ❑Not Applicable j .1 insulation is installed.accordingly. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2,1 Medium Impact(Tier 2) ,3_, Low Impact(Tier 3) Project Title: . Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 16 of 19 � P•%v. +.r.+,.r.: ,ram. .'a,,.,,•b.. .,w,ii^.;.>'rfr';,'"d"", - ✓,5; ,.,l�:.:: ..a.. /,Y. __ "�: six rir' .:,.. •,"5. .r,•...4.: - .... '.,:r:`[9 xt,,; "/,' :Gr',.i �+ is . ` n , ��.. Eil, n ection•�, Gor►t il"�s?� �, Ca"Miinen slAs`sa � n �.;,L.na ,s IP ,L,z ..5;. .; hisi, sys"':-x.i,ra•_,,,'.,,<.,a;<y„r' fr� Ws. :l,+a%4; 3�i'" r• d r•�' ��/� pp its '7 £-<.r ".! �`, �, rr� �4- urr's"Z��.i.;;',.,.w✓ . �'.r i:,}'iE.3; ,�":'dam w ,r/.. .., :' _, a: '•ti.a,r 4%,'!k„ ;b, :',(gn:z ,,1-'3:n"'..;avr;,. ,.��`Y.'-s.".'.'.,.' 5.4.3.3 ;Weatherseals installed on all loading ";❑Complies ; [FI1]1 dock cargo doors in Climate Zones 4- :❑Does Not 8. ;❑Not Observable: ❑Not Applicable 643:1.2. ;Thermostatic controls have a 5 °F ;❑Complies ; [FI3]3,-= "--Ideadband. ;❑Does Not ;❑Not Observable -; ;❑Not Applicable 6.4.3'2-., '':;Temperature controls have setpoint ;❑Complies ; overlap restrictions. I❑Does Not r s ;❑Not Observable ❑Not Applicable 6_:43s3;1 HVAC systems equipped with at least 1❑Complies ; [FI21,J3 . one automatic shutdown control. '❑Does.Not ;❑Not Observable; "i :❑Not Applicable _ 64:3r3:2=? setback controls allow automatic ;❑Complies ; restart and temporary operation as i❑Does Not j required for maintenance. ;❑Not Observable; $`•-:,`:;:; ;❑Not Applicable When humidification and ;❑Complies ; (FI6]3: ;,:` dehumidification are provided to a !❑Does Not zone, simultaneous operation is prohibited. Humidity control prohibits ;❑Not Observable; the use of fossil fuel or electricity to ;❑Not Applicable ; ki produce RH > 30% in the warmest ` zone humidified and RH < 60%in the {coldest zone dehumidified. Furnished HVAC as-built drawings ;❑Complies ; [FI7]3';,j;`4`Isubmitted within 90 days of system :❑Does Not lacceptance. ❑Not Observable < <❑Not Applicable Furnished O&M manuals for HVAC ;❑Complies ; [FI8]3.,. systems within 90 days of system :❑Does Not ;acceptance. ;❑Not Observable; ❑Not Applicable 6.7.2.3 An air and/or hydronic system ;❑Complies [FI911 :balancing report is provided for HVAC E❑Does Not systems serving zones >5,000 ft2 of ;conditioned area. :❑Not Observable; :[]Not Applicable 6.7.2.4 ;HVAC control systems have been ;❑Complies ; [FI10]1 tested to ensure proper operation, ;❑Does Not calibration and adjustment of controls. ❑Not Observable: ❑Not Applicable 7.44:3"'`.=';Public lavatory faucet water ;❑Complies ; Atemperature<=110°F. :❑Does Not ❑Not Observable; ;❑Not Applicable ;,Furnished as-built drawings for ;❑Complies ; electric power systems within 30 days :❑Does Not of system acceptance. ;❑Not Observable: ;❑Not Applicable 1 High Impact(Tier 1) -2'' Medium Impact(Tier 2) 3: Low Impact(Tier-3) Project Title: Checkers Drive-IN Report date: 01/04/18 Data filename: P:\Valiant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 11 of 19 M t;S64 on,,., Mug Furnished O&M instructions for :E:]Complies systems and equipment to the QDoes Not building owner or designated r epre e S ntative. :E]Not Observable; �E]Not Applicable 9.2.2.3 1 Interior installed lamp and fixture i0complids ;See the interior Lighting fixture schedule for values. [FI18]1 :lighting power is consistent with'what ;E]Does Not :is shown on the approved lighting 1 1 1: ;plans, demonstrating proposed watts ;E]Not Observable: ;are less than or equal to allowed :E]Not Applicable watts. 9.4.2 :Exterior lighting power is consistent bComplFes :See the Exterior Lighting fixture.schedule for values. [F[19]1 with what is shown on the approved :E]Does Not i I I I :lighting plans, demonstrating 1 proposed watts are less than or equal ;EINot Observable !to allowed watts. ;E]Not Applicable Elevators are designed with the TIComplies 2 fF124R,'--z%,,e.1 proper lighting,ventilation power, and :E]Does Not -istandby'mode. :E]Not Observable: :E]Not Applicable ;E]Complies F145 .7:A_'�i First 8 ft of outlet piping is insulated -(- ], :E]Does Not :E]Not Observable: :ONot Applicable Additional Comments/Assumptions: I High Impact(Tier 1) 'rl-_IMedium Impact(Tier 2) 3< Low Impact(Tier 3) Project Title: Checkers Drive-IN Report date: -01/04/18 Data filename: P:Waliant Equipment\FL Checkers\Checkers FL-Ashrae 90.1-2013-Miami.cck Page 18 of 19 Project Title: Checkers Drive-IN Data filename: P:1Va(iant Equipment\FL CheckersiCheckers FL-Ashrae 90.1-2013 Miami.cck Report date; 01/04/18 Page 19 of 19 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21940 FIRE STANDPIPES PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21940 Address: 5505 GALL BLVD Permit Type: FIRE HOOD SUPPRESSION SYS ZEPHYRHILLS, FL. Class of Work: FIRE-HOOD SUPPRESSION SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-09000-0080 Improv. Cost: 350.00 OWNER INFORMATION _ Date Issued: 10/22/2019 Name: CK ZEPHYRHILLS LLC Total Fees: 160.00 Address: 38068 DAUGHTERY RD Amount Paid: 160.00 ZEPHYRHILLS, FL 33540 Date Paid: 10/22/2019 Phone: (813)713-3974 Work Desc: INSTALLATION FIRE SUPPRESSION CONTRACTORS APPLICATION FEES FIRE F HTER,INC. FIRE SUPP-R—E-891ON 50.00 FIRE PLAN REVIEW FEES 50.00 FIRE INSPECTION FEES 30.06 CONTRACTOR CERTIFICATE 30.00 x C Ins ections Required FIRE BALLOON TE T-Final Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees,and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "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 COMME ENT " IGNATURE PERMIT OFFIC PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT-. 813-780-0041 ZEPHYRHILLS FIRE DEPARTMENT 38410 6th Ave Zephyrhills; FL 33542 FIRE'SERVICE.USER.FEES increase 1/1/2018 Occupancy,No.: Plan No.: Contractor: 7--1 Rey Business Name: Billing Address: Business Address: gz"e/2 Business'Phone.No.: Billing Phone No.: Business Fax No.: Billing Fax.No.: Contact:' Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- Education,healthcare,De tention&Correctional Public Assembly,Business, schools, Storage,Mercantile and Churches Site Plan N/C Industrial. no charge Sprinkler $50 :Multi-Family/Commerclal :03 sf up to 800 sq It $ 24.00 Standpipes $50 (Minimum-Charge$24.00 801.-1,500 sq ft $ 34.52 Fire Pump $50 Plan Revisions DBL. 1,501-2,500 sq ft $ 60.02 $50 2,501-3,500 sq ft $ ' 90.02 Fire Alarm $50 .SPRINKLER SYSTEMS 3,501-5,000 sq It $ 127.52 '.LP Gas $50 80-25_Heads $50 5,501-7,500 sq ft $ .187.62 Natural Gas $50 :26,plus;,Heads $100 7,501-10,'000 sq ft $ 262.52 Fuel Tanks- per tank $50 STANDPIPE.SYSTEM 10,001-15,000 sq ft $ 375.02 Sparklers $100 ❑..Per.-Riser $50 '15,001-20,000 sq.ft $ 525.02 Fire Works $500 FIRE PUMP 20,001-30,000 sq ft $ 750.02 Camp Fire(recreation; Per.Pump $100 - 30,001-40,-000 sq It $ 1,050.02 Co FIRE ALARM SYSTEM 40,001-60,000 sq ft $ 1,500.02 3ood/Duct $50 . 0-25,Devices -$50- 60,001-80,000 sq ft $ 2;100.02 lace o mbly $50 Annual 80;00'1-($2,100.02)per :26 plus.Devices $100 ea add 1,000sq ft $ 0.06 Fire Protection $25 PRESSION'SYSTEMS: ;'' ,(Business closed until Flammable Application $50 Annual -Wet • $50 violations corrected) Waste Tire Storage $50 Annual ry $50 SPRINKLER SYSTEMS Generator<KW $100 .CO2 $50 gHydro Undergrounds $45 Generator>30 KW $100 Other $507 "Hydrostatic Test $65 per system Bio-Hazard Waste $100.Annual KITCHEN EXHAUST Acceptance-Test $45 per system Fumigation Tenting $50 Hood/Ducts $50 Hydrant•Flow $75 Torch Pot/Applied $50 .OTHER Haz.Materials $50 Annual LP Installation per tank $50 FIRE ALARM SYSTEM Fuel Tank Installation $50: •;System Acceptance $50 (Per lank)` $50`8'"Recall Acceptance $50 Natural Gas Installation $50 OTHER (Per Systerri) ]Fire Wall/Smoke Wall' $15 perwall Spray Booth $50 1P-Gas $25 pertank -,Natural Gas $25 per system Tent.10'xl0'or greater $15 per tent ';Fire Pump $45 Fire Suppression $30 .'S ste ance Exhaust Hood/Duct Re-inspe DBL ,(other than•annual) Inspection scheduled. DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Acce $50 PLANS•TOTAL. INSPECTION TOTAL PERMIT TOTAL® GRAND TOTAL Comments: Date: -ealls?1,q Inspector: see back nlh .h .'S�;nY,a�i,^-_,`�".�'�'.i�;,"-++' .'.:"��:�"�T.".:c,-�R1�.`.�a✓='c+�:�;aF-�.��:am<:.v^:::��:�',+sm:.us:y:•�az:� sss=asms:_��•xaa�:,,way+xe��rse-aw,n...smrs ��..,..�+.-„��,.-.,.�z,.,....>.,.....-..,_.....�..-_._. FALSE ALARM FEE 1 st Alarm NIC 2nd Alarm NtC 3rd Alarm VC 4th Alarm $100 5th Alarm $150 6th Alarm $200 NON COMPLIANCE $150 Cont.,Ahnual Inspection Fees 3-11 Units�price per unit $ 5.36 12-25 Units price per unit $ 4.82 26-50 Units price per unit $ 4.29 51-100 Units price per unit $ 3.75 100 or more Units price per unit $ 2.68 Fire Safety re-inspactioWtypes First Re-inspectlot NIC Second re-inspecl $75 Third re-inspectior $ 125.00 -•-inspectioni.scheduled buEcancetled-24hrs $ 50.00 TOTAL- Alh reue�an City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �Q � Date Received: Site: Permit Type: ,{ P Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. o ZV/.? Gene Brown—Fire Safety Officer at Contractor and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyrhills Fire Fax-813-780-0021 Permit Application Date Received oft 91P 6) 1 Phone Contact for Permit Owners Name Owners Phone Number Owner's Address Fee Simple Titleholder Name Titleholder Phone Number Fee Simple Titleholder Address Job Address Lot# C� Sub Division Parcel# F-1 -Bio-Hazard Waste Storage-ANNUAL Fumigation Tent E9 Comm Exhaust Kitchen Hood/Duct Hazardous Material(Tier 11 or RQ Facility)ANNUAL F-1 Controlled Bum Hood Installation F-1 Emergency Generator<30 kw Q LP/Natural Gas-Installatior Emergency Generator>30 kw LP/Natural Gas-ANNUAL Sale Fire Protection Maintenance-ANNUAL Places of Assembly-ANNUAL FQ-tTvl Semi rA n-1 I Other— I Sprinkler 13 0 0 Recreational Bum Fire Alarm 13 0 n [--J Sparklers ell Hood Cleaning 11 0 El F-1 Sprinkler System Installations Hood Suppression EI E3 0 Standpipes(Sprinkler Sys) F7 Fire Alarm Installation Torch Roofingrrar Kettle 0 Fire Pumps a Waste Tire Storage ANNUAL HFlammable Application-ANNUAL Valuation of Project Fuel Tanks Other: Contractor Company V-1 A Signature Registered Y/N Fee'Curr4nt' I Y/N Address License# ELECTRICIAN Company Signature Registered Y/N Fee Current Y/N F— Address License 9 PLUMBER Company Signature Registered Y/N Fee Current 77N Address License# MECHANICAL Company Signature Registered Y/N Fee Current Address License# OTHER Company Signature Registered -Y/N Fee Current 7 Address License Directions: Fill out application completely. Owner&Contractor sign back of application,notarized(Or,copy of signed contract with owner) If over$2600,a Notice of Commencement is required(Mechanical work over$5000) Supply two(2)sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(hftp://appraiser.pascogov.com) 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. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I certify that 1, 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. 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 justifiablecause forithe 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR 140TICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) % OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed and swom-fbWraffirto)before met s- by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped Checkers 5505 Gall Blvd. Zephyrhills, FL 33542 Fire Suppression System For Commercial Hood Fire Fighter Inc. P.O. Box 888 Land O'Lakes, FL 34639 813-996-6469 Gary F. Blair Lic. # 01350500011997 System Information For Checkers • This is an ANSUL System: Which is has flows 11 available & uses 11 • Piping to be 3/8' Black Iron • Pull station is to be located 10-20 feet away and mounted 48" high. • Detection to be fusible links of 450* • Upon system actuation make up air will shut down and exhaust to remain on. • System to be tied into a bell • All Appliances must shut down under hood upon Activation • All penetrations shall be sealed. • Installation will comply with FFPC 6th ed., NFPA 96 2014 ed., UL300, NFPA 17A 2013 ed., Manufacturers Specifications, and all local codes and standards K-CLASS NOTES Hood Back - FIELD PIPE DROPS AS SHOWN -I ® SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS F— T Io - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, 24.00' 24.00• I. SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. m I - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. O IF APPLICABLE, PRE-PIPED CHARBR❑ILER DROPS ARE SHIPPED LOOSE. 0 FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD, APPLIANCE DIMENSI❑NS LISTED REPRESENT THE C❑❑KING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE, - THIS FIRE SYSTEM C❑MPLIES WITH U,L, 300 REQUIREMENTS Hood k 1 Job 1# 3821111 Model+ SND-2-PSP-F Size; 48'x12' Length: Hood Font 8 6' Q Job #; 3821111 Job Name; CHECKERS GALL BLVD System Size; ANSUL-3.0 Total FP required; 11 Hood # 1 8' 6,00' Long x 48' Wide x 12' High 2W Riser # 1 Size; 10' x 17' 14.00 21,00' 24,00' 27,00' Hood # 1 Metal Blow-Off Caps Included. ' 16,00' r — _ LEGEND - FIRE CABINET ANSUL SYSTEM 1B Q _ 1A 1.5 GALLON TANK ® QQ ® © 1B 3 GALLON TANK ® 2 OEM Io 11 1N 21.50' 21.50' 3 OEM REGUULATEDELEASE RELEASE 14.00' �61001 8.001 64.00' 4 OEM REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 3N 3N 260s 7 CARTRIDGE (101-20) B CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT-A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICR❑SWITCH 12 HOSE ASSEMBLY 1100 DUCT NOZZLE (430913) 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) ° 1F NOZZLE ASSEMBLY (419333) a° °0 1N NOZZLE ASSEMBLY (419335) G° A °' a " 1/2N NOZZLE ASSEMBLY (419334) CL a L 3N NOZZLE ASSEMBLY (419338) i To To To Q e m Q E m s E Cu 245 NOZZLE ASSEMBLY (419340) E o mo o" o" 230 NOZZLE ASSEMBLY (419339) L d J L 0-. w 2120 NOZZLE ASSEMBLY (419343) a 290 NOZZLE ASSEMBLY (419342) �_6 LCR L__'_0 L=W 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE ALL WORK SHALL COMPLY WITH EGV ELECTRICAL GAS VALVE NFFA CODES AND STANDARDS 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR REVIEW DATE o r8 � CITY OF ZEPHYRH LL FIREAND LIFE SAFETY EXAMINE ^ . R-/02 Restaurant ' Fire Suppression Manual' ` SECTION 4—SYSTEM DESIGN ULEX3470 0CEX3470 2014-GEP-01 RB! 11 PAGE 4-1 SYSTEM DESIGN GENERAL INFORMATION ThoANSULR-1OZ Restaurant Fire Suppression may be 1. Nozzles must bo located 2'8 in. (51-2O8 mm)into the center used ona number of different types of restaurant cooking op h of the duct opening,discharging up,See Figure 4-1. ancex and hood and duct configurations,The design information listed in this section deals with the limitations and parameters of this pre-engineered system. Those individuals responsible for the design of the R'102 system must be trained and hold o current ANSULoerUfivah*inanR'1O2 training program. . The R'102 and the PIRANHA systems use compatible agents and components' therefore, they may be used together for cooking opp|iance, hood, and duct protection. The primary AUTOMAN Release can be either on R-102 or a PIRANHA AUTOKJAN Release and can actuate upto two�ddibona(R4O2 or PIRANHA Regulated Actuators. In systems utilizing o 101 remote re|ease, any combination of the maximum number of s/-ou="/ U regulated actuators can beused. f ]� ^ Both systems must actuate simultaneously. ~ Each system must be designed and installed per its appmph' FIGURE 4-1 ate manual. == ^ Adjacent be protected 2. In |nstal|oUone where a UL listed damper assembly is hthe same type o or PIRANHA, employed, the du�� nozzle can bninehd|ed beyond the 8 unless the oono*r-bo-:enter spacing between the adjacent in (2�8mnn) m��mumtoapoint/uotbeynndUhedanper R'1O2 and PIRANHA nuzdea�nob � (�14 mm).aaU/an�Oin ) � ' assembly that will not interfere with the damper. Exceeding ~ When appliances are protected with R'102 nozzles, the the maximum of in (203mm) in this way will not m�dthe hood and onnna��Qduct above�ooeappliances cannot b« UL|iuUngofMhenyo—`~m p �eo�ad��bPlR�MHAnozz|ea. � m ` Mixing systems ino common plenum ia not allowed. O. Previously listed three flow number and five flow number duct protection detailed in earlier published manual(Part No. One of the key elements for restaurant fire protection ioocorrect 418087+06 can�somU|ib�o�U�ed system design. This muodun is divided into 10 sub-sections: ' ' Nozzle Placement Requirements,Tank Quantity Requirements' DUCT SIZ Actuation and Expellant Gas Line Requirements, Distribution Piping Raquirementa, Detection Qyobam Requirements, � 'Manual Pull S�Station Raquiremento, Mechanical" Gas Valve �VV nozzle=one Uownumber ve ^ Requirements, Electrical Gas Valve Requirements, Electrical ~ 50 in. (1270 mm)perimeter maximum Switch Requirements, and Pmaaouna Switch Requirements.. ~ 16in (406mm)diameter maximum ' Each of these sections must be completed bdfbre attempting ' any installation. System design sketches should bo made ufall aspects of design for reference during installation. 32 IN. (812 mm) DIAMETER N07-ZLE PLACEMENT REQUIREMENTS ^ One 2W nozzle=two flow numbers This section gives guidelines for nozzle type, positioning, and ~ 100in. (2540mn) perimeter maximum quantity for duct, plenum, and individual appliance protection.. ~ 32in (812mm) diameter maximum This section mm�be completed before determining tank quan- tity ' and piping requirements. The chart below shows the maximum protection available from each duct nozzle. Duct Protection—Single Nozzle 3.0Gal|on 1.5Gal|on AJ}duct protection isUL listed without limitation of maximum duct Description a�i 5Ys�m length(unlimited length .This includes all varieties ofducbvorka 2YVNozzle Maximum Maximum boUi horizontal and vertical including ducts that run at angles to 100 in. (2540 mm) 100in. (2540 mm) � the horizontal and ducts with directional bends. Perimeter Perimeter Note: Ducts from multiple hoods connected to a common lit]Nozzle Maximum Maximum / ductwork must be protected in compliance with NFp& SG and 50in. (1270mm) 50in. (1270mm) �all local codes. Perimeter Perimeter The R'1O2 system uses different duct nozzles depending onthe size of duct being protected. .` . GECTKJN|V — SYSTsxoBaGN ULEX340 ULC EX3470 Page 4-6 REV.7 7'1-09 Plenum Protection(Conhnued HORIZONTAL PROTECTION—OPTION 2 For e plenum, either single or ^V` bank, with a linear extension 19V NOZZLE—PART NO.419338—'Vr BANK pROTECT|ON longer than 10It(11 m). each bank may be protected using one IN nozzle every 10 It (3.� m) or |osu depending on the overall One 1YVnozz�will protect li near�o (1.gn) plenum. length the | S Fgure 12.The nozzlesmay point in the The nozzle must be mounted horizontally, positioned \/3 the Filter opposite directions au long as the entire plenum area lsprotected, height down from the top of the filter.Nozzles can bo located aLGIt and the 1Uk(I1m)limitation is not exceeded.See Figure 13.The (1.Bm)spacings nn longer plenums.The nozzle must bopositioned nozzle positioning shown in Figure 14im not an acceptable method 0-O in.(0-15 cm)-from the end of the hood k/the tip o[the nozzle. of protection because the plenum area directly under the tee innot See Figure10. within the discharge pattern of either nozzle. /nmoZZLE 10 MAXIMUM MAXIMUM F|GUBs10 CMIC6 MAXIMUM —~= FIGUBE1D =:24 mFr(3M) ,� �TYVO(2) 1NNOZZLES — PART NO. 418335 — "Vr BANK PRO- TECTION Two 1N nozzles will protect 1O linear feet (3.1 m) by4 ft(1.2n) 10FT wide o[1y' bank plenum.-The nozzles must be mounted in the plenum,2 to 4 in.(5 to 10 cm)from the face of the filter,centered between the filter height dimension, and'aimed down the length. The nozzle must be positioned 0-6 in.(0-15 cm)from the end of the hood o the tip"'the nozzle.See Figure ''' 30—Fr--' - —p -m=* FIGURE 13 == ` 1 90FFr(3-1 M) FlGues1* =° — RGUBE1l / . . . . SECTION N - SYSTEM DESIGN ULEX3470 ULCEX347O Paga+1g 7-1f09 RB<4 ~Griddle Protection 268(2-F|ov)Nozzle-High Proximity id le Protection uV0(2Flm)Nozzle Medium Proximity ^8ppUvuUon Application Option 2-Nozzle Perimeter Located Option 2a-Nozzle Perimeter Located(Continued) ~3O in.Uo5O in.(7Oom0o127 cm)above the cooking surface. 20 in.to 30 in.(51 cm to 76 cm)above the cooking surface. This high proximity application uses the 260 nozzle, Part No. The medium proximity application uses the 290 nozzle, Part No. 419341. 419342. The nozzle tip is stamped with 260 indicating this is atwm-flo* The nozzle tip is stamped with 290 indicating this is a two-flow nozzle and must be counted aa two flow numbers. nozzle and must be counted as two flow numbers. ^One 2UO nozzle Will protect a maximum cooking area of1440in.z One 290 nozzle will protect a maximum cooking area of 1440 in.2 ~(S2SOnm with o maximum dimension o(48 in.(122nm). (9290 cm2)with a maximum dimension of 48 in.(122 cm). When using this nozzle for griddle protection, the nozzle must be When using this nozzle for griddle protection, the nozzle must positioned along the cooking surface perimeter to 2 in. be positioned along the perimeter to 2 in. (5.1 cm) inside (5.1 cm)inside perimeter, and aimed ek the center nfthe cooking perimeter, and aimed at the center of the cooking surface. yno ^surface.See Figure 43 and 44. Figure 45 and 4O. if OF NOZZLE LOCATION COOKING AREA INSIDE PERIMETER 1 50 IN. OF COOKING SURFACE (127 cm) MAXIMUM CENTER OF if HEIGHT t COOKING SURFACE NO LE np COOKING AREA MINIMUM HEIGHT AIM POINT EDGE OF 250 COOKING SURFACE 290 N0771 E LOCATED ALONG COOKING SURFACE EDGE � ANY SIDE or GRIDDLE SURFACE WITHIN o-uIN.(o-,CM)OF COOKING SURFACE EDGE.NOZZLE MUST oE AIMED m CENTER or ° FIGURE 43 COOKING SURFACE. ==" FIGURE 45 C0024' COOKINGCOOKING AREA NOZZLE LOCATION INSIDE PERIMETER 30 111J. MIDPOINT OF OF COOKING SURFACE (76 L) COOKING SURFACE MAXIMUM HEIGHT + AIM POINT AREA t OF 290np I MINIMUM HEIGHT OF 290 NOZZLE TIP 260 NOZZLE LOCATED ALONG COOKING SURFACE EDGE ANY SIDE OF GRIDDLE SURFACE EDGE~ IN. -^ COOKING ~ . ~ �O�vGov^�CseDG�wo�� k----^ munFAos MUST BE AIMED ATuIDPoINT OF q� , COOKING SURFACE. FIGURE 44 ==' � F|GURE4G � "0243 R-102 Restaurant Fire Suppression Manual SECTION 4-SYSTEM DESIGN UL EX3470 ULC-EX3470 2014-SEP-01 REV. 11 PAGE 4-9 Fryer-Single Nozzle Protection (Continued) Maximum Area Dimensions-Single Nozzle Fryer Protection (Continued) Max, Size Max. Size Overall Type of Nozzle Height Nozzle Frypot Only With Dripboard Nozzle Above Top of Fryer Location ►14.5 in. x 16.5 in. 14.5 in.x 26.5 in. 290 16 in.to 21 in. See Figure 4-17 ►(368 mm x 419 mm) (368 mm x 673 mm) (406 to 533 mm) 19.5 in.x 19 in. 19.5 in.x 25 3/8 in. 290 13 in.to 16 in. See Figure 4-17 (495 mm x 482 mm) (495 mm x 644 mm) (330 to 406 mm) 19.5 in.x 19 in. 19.5 in.x 25 3/8 in. 3N See Figure 4-18 See Figure 4-18 ►(495 mm x 482 mm) (495 mm x 644 mm) 18 in. x 18 in. 18 in. x 27 3/4 in. 3N 25 in,to 35 in. See Figure 4-19 (457 mm x 457 mm) (457 mm x 704 mrb) (635 mm to 889 mm) I TOP OF FRYER j I FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD 290 NOZZLE TIP POSITIONED OVER THE MIDPOINT OF THE HAZARD AREA±3 IN. RIGHT-TO-LEFT 000008 (76 mm)FROM THE MIDPOINT ALONG THE LONGEST SIDE OF THE HAZARD AND± 000010 CENTERLINE 1 IN.(25 mm)FROM THE MIDPOINT ALONG THE SHORTEST SIDE OF THE HAZARD FRYER WITHOUT DRIPBOARD FRYER WITH DRIPSOARD AND AIMED AT THE MIDPOINT OF THE COOKING AREA, NOTE: 3N NOZZLE TIP MUST BE LOCATED WITHIN THE PERIMETER OF THE SURFACE FIGURE 4-17 AREA WITHIN THE FRONT HALF OF THE FRY POT AND AIMED AT THE CENTER. 002286 FIGURE 4-19 34 IN.(M mm)MAXIMUM DIAGONAL DISTANCE BETWEEN NOZZLE AND CENTER OF HAZARD AREA 21 in.(534 mm)MINIMU M < VERTICAL—T— I I NOZZLE I HEIGHT FRYER WITHOUT DRIPBOARD FRYER WITH DRIPBOARD 3N NOZZLE TIP POSITIONED ANYWHERE ALONG OR WITHIN PERIMETER OF COOKING SURFACE AND AIMED TO THE CENTER OF THE COOKING AREA. FIGURE 4-18 002287 . . ' R.02 Restaurant Fire Suppression Manual SECTION 4—SYSTEM DESIGN ULEX347O ULOEX3470 2014~8EP-01 REV 11 PAGE4-29 Nozzle Application Chart (Condnuod) ~ Minimum Nozzle Maximum Hazard Nozzle Nozzle Nozzle Stamping— Hazard Dimensions Quantity Heights Part Flow No. Fryer(Non-8p|it Vat Only) Maximum Size (Continued) (without drip board) 14 1/2in.(368mm) x 16.5 in.(419 mm) High Proximity 1 16—21in. 439845 290 (406-533mn) Fryer(Non-Split Maximum Size Vat Only)' (with drip board) 21 in. (5O3mm)x l4in. (355 mm) (Fry Pot must not exceed 15 in.x14in. (381 mmx855mm)) HiQh'Pmx��ky 1 27-47in. 439842 230 1 (685-1193mm) Medium Proximity 1 20_2716. 439848 245 (508-685mm) Maximum Size (with'drip bbmd) 2530 in.(Wmm) x1S1/2in.�(495mn) (Fry pot side must not . ' (483 ) High Proximity 1 21 _84i� �S�1 3N �33-86�mm) Low Proximity 1 13-1din. 488845 280 (330-406mm) Maximum Size (With drip board) 18kn. x:273/4in. (704mm) High Proximity 1 25—3�in. 438841 3N (635-888mm) Maximum Size (with drip board) 14.1/2in. (368mm) x2I5 in.V673mn0 High Proximity 1 16-21 in. 439845 290 (408-533mn) Fryer(Split or Maximum Size Non-Split Vat) (with drip board) 14in. (355mm)x 2i in. (583mm) 1 13-1Gin. 439845 280 LowPm)dmity (338-406mm) Fryer(Split or Maximum Size Non-Split Vat) (with dhpbo�d) 14 1/2in. (368mm)x 2G1/2 in. (678mm) 1 1O-27in. 439845 290 Medium Proximity (409-685mm) 'For=^mvfe nozzle pm"ecn "n'sirg/emss.se*etailev/m"rm"-in""magew+1oard:-1,. .� . .^ . ' SECTION 4-SYSTEM DESIGN R-/D2 Restaurant Fire Suppression ULEX847D ULCEX847O Manual PAGE 4'3O REK11 2014-SEP-01 Nozzle Application Chart (Continued) " Minimum Nozzle Maximum Hazard Nozzle Nozzle Nozzle Stamping- Hazard Dimensions Quantity He!9� Part No. Row/No. Range Longest Side(High Proximity) 1 3O-4Din. 439838 1N 32 in. (O12mm) (7G2-1U1Omm) Area-U84in.» (24774mmx) Longest Side(Low Proximity) 1 15-2Oin. 439838 1N 24 in. ) (381 -5O8 mm) Area-432 in.^ (2 x �87D��m4 Longest Side 4O-48in. 438838 1F 20in.(711mm) (1O1O-121Smm) A 336/ x (With Baokuhe|0 Longest Side� 3O-4Qin. 438844 260 82i V1 i '^~~-384 in.2 p"w/ouc^vx*o LoIngest Side(High Proximity) 1 4D-5Oin. 438843 245 28 in, (711 [nn) (1D1D-1219mm) Area-6 7 2 in.» x N8�4mmq Longest Side . (Medium,Proxilmity) 1 3O-4Oin. 439844 200 32 in. (§U2mm) (7G2-1nfOmm) Area-768hn-z �9548mMu . Longest Side 2 1572Oin. 433845 290 xunn.0n4. ) (381 -5OB mm) (6503 mm2) Griddle Longest Sideh Proximity) 1 30-50 ip.- 439844 260 z8m o.(� ymm) (�2-120mm) Area-144Oin.o (perimeter (80903mm2) located) Lon gest Side(HighProximity) 1 3O-5Oin. 439845 OSO xu in. (ma�� -1� mn) Area in.2 (center located) (46451 mm2) ' Longest Side(High Proximity) 1 DS-40in. 439838A88805 1NMN88 8O in.(O14mm) (889-1D1Omm) Area-1O8Oin.0 (perimeter located) (OS@7mmZ) Longest Side 1 2V-3Oin. 433845 280 (meg|um'Pro*m|ty) (5O8-762mm) 4O in.(121Bmm) (perimeter Area- 440hn.2 located) (929O mm2) Longest Side(Low Proximity) 1 15-2Oin. 439839 1VV 28Un.(600 mm) (381 -5O8 mm) Area-533in.x (center located) c ��87mmq '. . .. ` ' ^ R-102 Restaurant Fire Suppression Manual SECTION 4-SYSTEM DESIGN ULEX847O ULOEX347O 2014'3EP-01 REV 11 PAGE4-31 Nozzle Application Chart (Continued) ~ Minimum Nozzle Maximum Hazard Nozzle Nozzle Nozzle Gtarnping- Hazard Dimensions Quantity Heights Part No. Flow No. Ghdd|o(CnnUnued) Longest Side(Low Proximity) 1 1D-2Uin. 439840 2W 30 in. (014mm) (254-5O8mm) Aroo-1OOO in.x (perimeter located) (88677mm2) Longest Side (Low Proximity) 1 1D-2Uin, 439846 2120 48 in. (121Bmm) (254-5U8mm) Area-1440in.z (perimeter � (Q29O3mmq located) ~Chain Broiler* Length-&4 in. (863mm) 2 10-2Uin. 439830439864 1W/1VS3 ~(Overhead Protection) Width.-32 in. (8i2mm) (254-OOUmm) Chain Broiler Length-43 in. (1092 mm) 2 1 �_3ih. 439838A39865 1N/1NS8 (Horizontal Protection) Width-31 in. (7B7mm) (2G-78mm) °Geo-ladiaoUEkacthu Longest Side-8G in.(914mm) 1 15-40in. 488838/438865 1N/1NSO Chai-Broiler Area-8O4in.z (38i -1O1Gmm) V56741n/mq Electric Char-Broiler Longest Side�-34 in. (863mm) 1 2O."5Oin. 439838/439865 1N11NS8 Area-O8Uhn.2 (5D8-127Omm) �(0870nnn2) Lavo'RookBmi|er Longest Side-24 in.(5OQmm) 1 1B-85in. 4898381439865 1N/1NBO . Area-012in.z (4G7-88Rmm) (20128mm2) Natural Charcoal Broiler Longest Side-24 in.(6OQmm) 1 18-4Oin. 439838/439865 1N11NSG 8naa-288|n.z (4G7�101Gmm) (18580mm2) Lava-Rock orNatural Longest Side-3Oin. (762mm) 1 14-4Oin. 489841 3N Charcoal Char-Broiler Area-72Oin.z (365-181Omm) (4O451mmz) Wood Fueled Char-Broiler Lbngoa Side-3O in. (7G2mm) 1 14-4Oin. 439841 UN Area_72Oin.o (355-71U1Omm) /4O451mmz> Upright Broiler/ Length-3l5 in. (825 mm) 2 - 439837 1/2N ~ua|umonUo/ Width m-3O in. (762mm) Salamander Length-28 in. (78Omm) 1 - 439838 1N Broiler V0ddh-1Uin. (406mn) LenQth-81 in. (787mm) 1 - 439830 1F Width-15 in. (381mm) ,Length' -81 in. [7U7 .n) 1 - 489838 IN Width-1G in. (381 mm) Wok 14�.-3O in. (355-7O2mm) 1 85-46in. 439844 280 Diameter (88S-1143mm) 3J5-8.O in. (95-2D3mm) Deep 11 in.-24 in. (27S-UDQmm) 30-4Oin. 439838/439865 1N/INSS Diameter (762-1U1Omm) 3.O"O.O in. (7O-152mm) Deep 'Minimum&,a;,n broiler slia"st"peniN-`e in.",einm's==,nos°=�ar.u"mless than az."/msnal broiler size. 1 , ` R-102 Restaurant Fire Suppression Manual SECTION 4—SYSTEM DESIGN UL EX3470 ULC EX3470 2014-SEP-01 REV. 11 PAGE 4-61 TANK AND CARTRIDGE REQUIREMENTS For higher total flow numbers (23 to 110), multiple cartridges Once the hazard analysis is completed and the total nozzle flow and regulated actuators are required as shown in the System numbers are established, the quantity and size of agent tanks Selection Guide in'Appendix"Section and cartridges needed to supply the nozzles with the proper volumes of agent at the proper flow rates can be determined. ACTUATION AND EXPELLANT GAS LINE REQUIREMENTS For cartridges used in the regulated release mechanism, flow This section contains the guidelines for installing the actuation capacities, tank quantities and sizes, and regulated release and expellant gas lines between the regulated release mech- cartridge options are given in the table below. anism regulator, each regulated actuator regulator, and each Total Quantity and Regulated Release agent tank.These limitations should be considered when select- Flow Size of Cartridge Options ing the component mounting locations. Numbers' Tank(s) Nitrogen Carbon Dioxide The actuation gas line is the length of pipe and/or hose that is 1 — 5 (1) 1.5 Gallon LT 20-R 101-10 run from either the AUTOMAN Regulated Release Assembly or the Remote Release Assembly that directs high pressure from 6-11 (1)3.0 Gallon LT30-R 101-20 the cartridge in the release to actuate one or more additional 11 —16 (1) 1.5 Gallon Double 101-30 Regulated Actuator Assemblies. The actuation gas line can (1)3.0 Gallon consist of 1/4 in. Schedule 40 black iron, chrome-plated, stain- 16—22 (2)3.0 Gallon Double 101-30'• less steel, or galvanized steel pipe and fittings, and/or factory 16-22 (2)3.0 Gallon Double _ supplied stainless steel braided actuation hose. (Manifold) The expellant gas line is the length of pipe that is run from the 22—33 (3)3.0 Gallon Double — regulator in either the AUTOMAN Regulated Release Assembly When one or more regulated actuators are used, the following or a Regulated Actuator Assembly that directs regulated pres- tank and cartridge combinations apply for each regulated actu- sure to the agent storage tanks to pressurize the tank and ator: discharge the agent. The expellant gas line shall consist of 1/4 in. Schedule 40 black iron, chrome-plated, stainless steel, or Regulated Actuator Regulated Actuator Tank(s) Cartridge galvanized steel pipe and fittings. (1) 1.5 Gallon LT-20-R or 101-10 Actuation Gas Line—6 to 8'Tanks Maximum (1)3.0 Gallon LT-30-R or 101-20 '8 Tank maximum reflects the utilization of 3 tank regulated actua'ors. (1) 1.5 Gallon and LT-A-101-30 or 101-30"or 1. Use only 1/4 in. Schedule 40 black iron, hot-dipped alva- (1)3.0 Gallon double tank pp g (2)3.0 Gallon LT-A-101-30 or 101-30"or nized, chrome-plated, or stainless steel pipe and fittings. double tank 2. The actuation gas line piping is installed from the regulated (2)3.0 Gallon(Manifold) LT-A-101-30 or Double release mechanism to each regulated actuator connected (3)3.0 Gallon LT-A-101-30 or Double within the system.The total length of the actuation gas line 'For exceptions In maximum now numbers, see DistributionFiRequirementsfrom the regulated release assembly to the regulated actua- ing Requiremen ts for 1.5 re g gallon and 3.0 gallon systems In this section, for, assembly(ies)must not exceed 20 ft(6.0 m)when using • The 101-30 cartridge can rot be used when two 3.0 gallon tanks are marifclded tcgeLher. an LT 20-R, an LT-30-R nitrogen cartridge, or a 101-10 or a 101-20 carbon dioxide cartridge.See Figure 4-121. REGULATED ACTUATOR ASSEMBLY EXPELLANT GAS UPI ES NOT IICLUOED IN ACTUATION GAS LINE LENGTH TOTALS REGULATED ACTUATOR ASSEMBLY ACTUATICP!GAS LIME 4'!mi AN LT-2C-A, LT-30-A,101-10OR 101-20 CARTRIDGE\ N AXMIUNI LENGTH OF 20 FT(6.0 m); �a MAXIMUM NO.OF FITTINGS 9 REGULATED ACTUATOR ASSF-MBLY AUTOPdAN REGULATED RELEASE ASSEPJSLY FIGURE 4-121 CITY OF ZEPHYRHILLS 5335-8TH y--E -- (813)780-00 `) M��+ 21941 LP/NATURAL GAS PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21941 Address: 5505 GALL BLVD Permit Type: LP/NATURAL GAS ZEPHYRHILLS, FL. Class of Work: FIRE-LP/NATURAL GAS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-09000-0080 Improv. Cost: 1,200.00 OWNER INFORMATION Date Issued: 10/29/2019 Name: CK ZEPHYRHILLS LLC Total Fees: 155.00 Address: 38068 DAUGHTERY RD Amount Paid: 155.00 ZEPHYRHILLS, FL 33540 Date Paid: 10/29/2019 Phone: (813)713-3974 Work Desc: INSTALLATION GAS LINE CONTRACTORS APPLICATION FEES I ETC A RP GAS FEE 50.00 FIRE INSPECTION FEES 25.00 FIRE PLAN REVIEW FEES 50.00 CONTRACTOR CERTIFICATE 30.00 rn V Ins ections Required FIRE SITEINSPECTION-Final Chapter 633, Florida Statutes,authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review,administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of$100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "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 COMME ENT " rw— t me� — C NTRA TOR SIGNATURE PERMIT OFFIC614 PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT- 813-780-0041 SERVICE-REPAIR- INSTALLATION' v Work Order/Invoice: Tampa Pima Co Kinetic Gas AMC., 10/I G/2019 4015 W Iowa Ave-Tampa.FL 33616 (813)426-7314 Kinefie.CnS@_out1ook.com Y� ye //C�� I'a� 1`�lw Fc rr� L'i AS (..o&P. �,►r +r f�rRC / � ;ora a�E. BEVERLY J.HILTON ' + Notary Public-State of Florida nCommission=GG'9586' C/LQ F F M Comfn.Expires Apr'6,2022 "'Ronde + rougn atioral Notary Assn. dcL y,/1 �k��1r�5 aril ►� , 20� � 001!Mo r» 813-780-0020 City of Zephyrhills Fire FaX-813-780-0021 Permit Application Date Received Phone Contact for Permit Owner's Name Owners Phone Number Owner's Address Fee Simple Titleholder Name Titleholder Phone Number Fee Simple Titleholder Address Job Address 6Aa- &VL1 Lot# Sub Division Parcel# 0131A F-1 -Blo-Hazard Waste Storage-ANNUAL Fumigation Tent Comm Exhaust Kitchen Hood/Duct Hazardous Material(Tier 11 or RQ Facility)ANNUAL Controlled Bum ' F-1 Hood Installation F7 Emergency Generator<30 kw LP/Natural Gas-Installatior F-1 Emergency Generator>30 kw LP/Natural Gas-ANNUAL Sale E-1 Fire Protection Maintenance-ANNUAL Places of Assembly-ANNUAL M fUe-Wil MAnI Other Sprinkler F-1 0 n 0 F Recreational Bum Fire Alarm El 0 0 El r Sparklers Hood Cleaning 0 D 13 Sprinkler System Installations Hood Suppression El 0 0 Standpipes(Sprinkler Sys) W,'7110 41 0 Fire Alarm Installation Q Torch Roofing/Tar Kettle F-1 Fire Pumps Waste Tire Storage ANNUAL RFlammable Application-ANNUAL Valuation of Project Fuel Tanks Other: Contractor Company Signature Registered Y/N Fee Current Address L License# ELECTRICIAN[ Company Signature Registered Y/N Fee Current F Y/N Address License# PLUMBER Signature Company Fg-1 AJ i,fl e- i3A S 1,2 0 �4 Registered I Y/N Fee Current LLIL N Address 4)- �rIjt4 711r7 Se MECHANICAL[ License# [L-7:9:7 41 1 ? Company Signature Registered Y/N Fee Current Y i N Address License# OTHER Company Signature Registered Y/N Fee Current Y/N Address-L License# E— Directions: Fill out application completely;; Owner&Cofitrac!or'slgnback 6fa' 'pli6iii on'notarized-(Or;' copy of signed contract with owner) application, If over$2500,a Notice of Commencement is required(Mechanical work over$5000) Supply two(2)sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel#-obtained from Property Tax Notice(hftp://appralser.pascogov.com) 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. 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. 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed nd swo t or affirmed)be ore me this by [ by PXv-,rc Who is/are personally known to me or has/have produced QkrsoR�Ily known to me or has/have produced as identification. f ��° L �/,2rs Lt��,� 2 as identification. Notary Public Notary Public Commission No. Commissg on o. Name of Notary typed,printed or stamped Name of Notary edkE 90GES '•: ;, Commission#GG 276/57 Expires December 12,2022 6cr AM Troy Fain Insurance 800.38&7019 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: Pq 11/- A/' Approved w/no comments:2 App roved w/the below comments: ElDenied w/the below comments: El This comment sheet shall be kept with the permit and/or plans. /<�S, 'Ka— '/0 Gene Brown—Fire Safety Officer a#6 Contractor and/or Homeowner (Required when comments are present) ZEPHYRHILLS FIRE DEPARTMENT 38410 6th Ave Zephyrhills, FL 33542 FIRE SERVICE USER FEES increase 1/1/2018 Occupancy No.: Plan No_: Contractor: Business Name:. Billing Address: Business-Address: <b a'sl- C2.+4 Z_+_$ Z> Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact:, Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE Annual- Education,healthcare,De tention&Correctional Public Assembly,Business, schools, Storage,Mercantile and Churches Site Plan N/C Industrial. no charge Sprinkler $50 Multi-Family/Commerclal .03 sf up.to 800 sq ft $ 24.00 Standpipes $50 (Minimum Charge$24.00 801.-1,500 sq ft $ 34.52 Fire Pump $50 Plan Revisions DBL. .1,501-2,500 sq ft $ 60.02 Hoods $50 2,501-3,500 sq ft $ 90.02 Fire Alarm $50 SPRINKLER SYSTEMS 3,501-5,000 sq ft $ 127.52 LP Gas $50 0-25-Heads $50 5501-7,500 sq ft $ .187.52 Natural Gas $50 plus;Heads $100 7,501-10,'000 sq ft $ 262.52 Fuel Tanks- pertank $50 STANDPIPE SYSTEM 10,001-15,000 sq ft $ 375.02 Sparklers $100 °Per Riser $50 15,001-20,000 sq ft $ 525.02 Fire Works $500 FIRE PUMP 20,001-30,000 sq ft $ 750.02 Camp Fire(recreation; $25 Per.Pump $100 30,001-40,000 sq ft $ 1,050.02 Controlled Bum(15da $100 FIRE ALARM SYSTEM 40,001=60,000 sq ft $ 1,500.02 Hood/Duct $50 0-25 Devices $50 60,001-80,000 sq ft $ 2,100.02 Place of Assembly $50 Annual 80,001-($2,100.02)per 26 plus Devices $100 ea add 1,000sq ft $ 0.06 Fire Protection $25 SUPPRESSION SYSTEMS (Business closed until Flammable Application $50 Annual Wet $50 violations corrected) Waste Tire Storage $50 Annual Dry $50 'SPRINKLER SYSTEMS Generator<KW $100 CO2 $50 .Hydro Undergrounds $45 Generator>30 KW $100 Other $50- Hydrostatic Test $65 per system Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Acceptance Test $45 per system Fumigation Tenting $50 -Hood/Ducts $50 Hydrant'Flow $75 Torch.Pot/Applied $50 OTHER Haz.Materials $50 Annual LP Installation per tank $50 FIRE ALARM SYSTEM Fuel Tank Installation $50: System;Acceptande $50 rim (Per Tank) $50 Recall Acceptance $50 Natural Gas Installation $50 OTHER (Per System) FIPe WalUSmoke Wall $15 per wall Spray Booth $50 LP Gas $25 per tank =Natural Gas $25 per system Tent 10'x10'or greater $15 per tent Fire Pump $45 -Fire Suppression $30 System Acceptance 'Exhaust Hood/Duct $30 .'Re-Inspection DBL _(other than annual) Inspection scheduled DBL and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle Acce $50 PLANS TOTAL o INSPECTION TOTAL PERMIT TOTAL 5 v GRAND TOTAL Comments: Date: tFT 9 Inspector: �-- see.back nth F� :..`�'4_.-".+":,::,"�:;i'e-'�4=xe1:°"i.'f:-..+:,_.._.^....^':E7.^�=^.�.?�'.'h':.e'Y=:.'!.µt�.':".^r��[::.�:rt.-:.i:t�•^o^**;, x:tve�'.?;os-�nx.,....:.x�._n:`-esrsn,._araxa�xKffinetr-.a.�.u-:��+�r.o...eaw...^v-�,...,�•••��.....-........:................_.-_.._-....-_.�_ FALSE ALARM FEE 1 st Alarm N/C 2nd Alarm N/C 3rd Alarm -N/C 4th Alarm $100 5th Alarm $150 6th Alarm $200 NON COMPLIANCE $150 Cont.'AnnualInspection ices 3-11 Units price per unit $ 5.36 12-25'Units price per unit $ 4.82 26-50 Units price per unit $ 4.29 51-100 Units price per unit $ 3.75 100 or more Units price per unit $ 2.68 Fire Safety re-inspectiori.types- First Re-inspectiol N/C Second re-inspect- $75- Third re4nspectior $= 125.00 Inspection scheduled but;cancelle&24 hrs. $ 50.00 TOTAL nm CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21498 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21498 Address: 5505 GALL BLVD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: SITE WORK Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-09000-0080 Improv. Cost: 130,000.00 1 OWNER INFORMATION Date Issued: 7/15/2019 Name: CK ZEPHYRHILLS LLC Total Fees: 690.00 Address: 38068 DAUGHTERY RD Amount Paid: 690.00 ZEPHYRHILLS, FL 33540 Date Paid: 7/15/2019 Phone: Work Desc: SITE WORK ONLY**** CHECKERS CONTRACTORS APPLICATION FEES BORREGARD CONSTRUCTION INC BUILDING FEE 690.00 l� Ins ections Required FOOTER 2ND R UGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 NATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Recet ed Phone Contact for Permitting Owner's;Name Owner:Phone Number Owner's.Address Owner.Phone Number �- Owner Phone Number, JOB ADDRESS � LOT# ` SUBDIVISION J PARCEL ID#. (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN 0 Q DEMOLISH e; ,INSTALL 8 REPAIR PROPOSED USE Q $FR 0 COMM u OTHER TYPE OF CONSTRUCTION BLOCK 'FRAME 0 STEEL 0 IN DESCRIPTION OF WORK ( I �- 1 (�►C �F.._ U� BUILDING SIZE SO FOOTAGE HEIGHT- 0 u VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMRSERVICE 0 DUKE ENERGY = W:R,E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 70 =GAS 0 ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA. .DYES NO BUILDER COMPANY Jilt SIGNATURE REGISTERED Y/ N_J FEE CURREN LyjN Address t736� � il�- �57,3 License# ELECTRICIAN COMPANY. SIGNATURE REGISTERED Y/ N. FEE CURREN Address License# F PLUMBER COMPANY SIGNATURE, REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N'. FEE CURREN Y/N Address License,# I , . . OTHER COMPANY SIGNATURE REGISTERED Y/ N - FEECURREP Y/.N_ Address License# RESIDENTIAL Attach,(2)Plot Plans;,(2)sets of Building Plans;(1)set of.Energy.Forms;;R-0-W Permit for•new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans;Stormwater Plans w/Silt Fencer-installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working-days after submittal.date.-Required onsite,Construction Plans;Stormwater Plans w/Silt Fence installed, Sanitary Facilities S 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineere&Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner'&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.;::-(AIC.upgrades over$7500) Agent(for the contractor)of Power of.,Attorripy,(for:,the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING ',:';` ._(copy of contract reiuired)` Reroofs if shingles Sewers ;,Seririce tlpgrdd@s At .",. fences(PlottSurvey/Footage) ' Driveways-Not over Counter,if 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 cbmpliaOcee,wlth any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR TRACTOR RESPONSIBILITIES:. I I f.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 Jor'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 lnspedtion'Divisio6 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,I.MPACT/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 ofuse in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended: The undersignedalso 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 priorto permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as;amended): '-If valuation of worlds$2,500.00 or more, I certify that 1, 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-.`d6scribed document and,promise in good faith to deliver it to the"owner"prior to commencement-. CONTRACTOR7S/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 Jaws 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 -insWUitidh-has commenced prior to issuance of a.permit and that all work will be performed to meet"ta,s ndards 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 agencie's include.'but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterMast6water 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 Auithority-Runways. I understand that the-follow'Ing.,r6strictI6 ns apply to-the use of fill'- Use of fill is not allowed in Flood Zone W"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 whic I h 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,-1 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,,am engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise In good faith to inform the.ownerof 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 perm ifissued 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 co'des, 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 fora-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 YOURPROPERTY'.-IF YOUINTEND TO OBTAIN FINWING,,*CONSULT WIT- H-YOUR-LENDER OR-AN-AT-TORNEY-BEFORE-RECORDING-YOUWNOTICE-OPVOMMENGEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR 1'1�1114— Z91M "If X Subscribed and'sworn to(or affirmed)before me this 5 crilbed and sworn to-(6raffifg6d) melhis by IS/ Who is/are personally known to me or has/have produced Who is/are R6rsona y wn to me or has/ha.ve.produced as identification. as Identification. Notary Public Notary Public Commission No. Comm N JACQUEEINE OWE$ Name of Notary typed,printed or stamped Name of Nota CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21866 BUILDING; PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21866 Address: 5505 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-09000-0080 Improv. Cost: 1,040.00 OWNER INFORMATION Date Issued: 10/10/2019 Name: CK ZEPHYRHILLS LLC Total Fees: 472.50 Address: 38068 DAUGHTERY RD Amount Paid: 472.50 ZEPHYRHILLS, FL 33540 Date Paid: 10/10/2019 Phone: (813)713-3974 Work Desc: INSTALLATION WALL SIGN (6) & 3 DIRECTIONAL SIGNS CONTRACTORS APPLICATION FEES APPLE SIGN &AWNING LLC SIGN 472.50 021b O� FOOTER Ins ections Required 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. TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780.0021 Building Department o-am Received PhongContaellorPermitting 813 1 948 — 2220 Owners Name CK ZEPHYRHILLS LLC Owner Phone Nu r 813-782-5600 Owner's Address 138068 Daughtery Rd Zephyrhills,FL 33541 Owner Phones Number Fee Simple TI(eholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5505 GALL BOULEVARD,ZEPHYRHILLS,FL 33542 LOTS SUBDIVISION PARCEL 109 11-26-21-0010-09000-0080 (087JU ED FROM PROPERTY TAX NOTICE WORK PROPOSED e NEW CONSTR B ADD/ALT SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER J �t TYPE OF CONSTRUCTION = BLOCK a FRAME IJ STEEL = apt DESCRIPTION OF WORK NO2-Installation of a non-illuminated flat aluminum wall sign BUILDING SQE 1 7 SQ FOOTAGE 20.05 s ft HEIGHT F =BUILDING '160.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S AMP SERVICE PROGRESS ENERGY Q VN.R E.C,4,J�J✓. =PLUMBING =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION L�oVVV� rv� =GAS Q ROOFING 0 SPECIALTY Q OTiiER " I FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER N/A COMPANY N/A SIGNATURE REGSTEREO I YIN I FEEpWxEn Y1N I Address N/A I icetese If N/A ELECTRICtAfI LbtgppPlY Apple Sign and Awning LLC. SIGNATURE REOMTEREO 1. Y/N FWcu;5 *. Add. 1—M N.Dale Marby Hwy.Suite 7 Lutz,Florida 33548 license g EC 13005103 PLUMBER N/A COMPANY N/A SIGNATURE REGISSTEREO I Y/N FEE CURREt. Y/N Address N/A uxnse a N/A MECHANICAL /A COMPANY N/A SIGNATURE REWMVED I Y/N I FEE CURPAK Address N/A License It F1/A OTHER N/A CCIMPANY N/A . SIGNATURE I REGISTERED I Y/N r-eE CuRREI. Y/N Address I N/A (ate of N/A rrrrrrrrrrrlr � rrlrlrrrrrrrrrrrrrrrrrrrrrrrrrr �rrrr � rrrrr � rrrrrrrrrr - RESIDENTIAL Attach(2)Plot Plans;(2)sets of Buildng Plans;(1)set of Energy Forms;R-O-W Pemlit for new constme ion, MWmum ten(10)working days aftersubmltal date. Required onsle,Construction Plans.Starmwater Plans wl Sift Fence installed. Saoitery Facilities 6 T dumpster.Site'Work Pemdl for subdivislonsaarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page:(1)set of Energy Fors.R-O-vv Permh far new construction. Minimum ten(10)working days after submittal date. Required onsite•Construction Plans.Stormwater Plans vd Slit Fence instailed. Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.AI commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. _ —PROPERTY SURVEY required for all NEW construction, - - - - - - - - - - - - - - - - - - -- - - -- - - - - - -- - - - - - Directions: Fig out appfiraeon completely. Owner&Contractor sign back of application,notarized _ [favor$2S00,a Notice air Commeneoment Is required. (AtC upgrades over 575O0) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized Letter from owner auurodarg same OVER THE COUNTER PERMITTING (copy of contract required) - Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot%Survey/Fawage) OrWeways-Nat over Counter if an pubic 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(g) 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 IMPACTiUTILITIES 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 SM7 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of s. 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$2.600.00 or more,I certify that I, the applicant, have been provided with a copy of the 'Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",1 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'SIOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work Will be lone in compliance with all applicable laws regulating consbuction,zoning and land development Application 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. - Amry Corps of Engineers-Seawalls,Docks,Navigable Waterways, - Department of Health S 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 fig: - Use of rill is not allowed in Flood Zone'V"unless expressly permitted. - If the fill material is to be used in Flood Zone W. 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 strum wan. 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 pemnh 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 gamer 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, plumbang,signs,wells, pools,air conditioning, gas,or other installations not specifxagy 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 arty 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 shag 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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ FLORIDA iURAT W.S.117.03) ' OWNER OR AGENT A A CONTRACTOR / t �`�j�•Q� r a r t @rara mMLer C d sA o(or )befaeAne this L9rho'scare personary ma&u a me or hawbave prodobd WhoWare Dermonalty P o me F�sRtave Produced identification. _ as identification. /� c nary Public /1 /� Notary Pubic - Cam scion No. 6 31�z i JfS_4 Co isslon No.�1S 2� 4`�1 5aa Name of Notary typed..printed or stamped Na of Notary typed.printed air stamped r\dYt JESSICA WEBB �`"Wpukc JESSICA WEBB MY COMMISSION#GG349387 MY COMMISSION#GG349387 OP��a EXPIRES:August 10,2020 OP�o�° EXPIRES:August l0,2020 813.780-0020 City of Zephyrhills Permit Application Fax-813-7W-0921 Building Department Date Received — Phone Contact for Pitting 813 948 — 2220 Owner's Name CK ZEPHYRHILLS LLC Owner Phone Number 813-782-5600 Owner's Address 38068 Daughtery Rd Zephyrhills,FL 33541 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5505 GALL BOULEVARD,ZEPHYRHILLS,FL 33542 LOTS SUBDIVISION PARCEL IDx F11-26-21-0010-09000-0080 IOaTAINED FROM PROPERTY TAR NOTICE) WORK PROPOSED e NEW CONS TA B ADD/ALT SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM Q OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL = DESCRIPTION OF WORK N01 -Installation of a non-illuminated flat aluminum wall sign BUILDING SIZE I I SQ FOOTAGE 20.05 SG ft HEIGHT =BUILDING S 160.00 VALUATION OF TOTAL CONSTRUCTION 0 =ELECTRICAL s AMP SERVICE = PROGRESS ENERGY W,R. =PLUMBING s �o =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO - - - - - - - - - - - - - - - - - - - - - -- BUILDER N/A COMPANY N/A SIGNATURE REGISTERED I YIN FEE CURREn Y/N Address N/A I License tt N/A ELECTRICIAN COMPANY Apple Sign and Awning LLC. SIGNATURE MCISTERED I Y 1 N FEE CUMMI, I Y I N Address 1635 N.Date Marby Hwy.Site 7 Lutz,Florida 33548 L;ce�tt EC 13005103 PLUMBER N/A COMPANY N/A SIGNATURE REGISTERED I YIN FEE CURFISI Y I N Address N/A License tt N/A MECHANICAL /A COMPANY N/A SIGNATURE REGISTERED I Y/ N FEE CURttEK Lffi N Address N/A License tt N/A OTHER N/A COMPANY N/A SIGNATURE I REGISTERED I Y/ N I$CURREN Y/N Address I N/A License tt N/A If IIIIIIIIIIIIIi11111111l111IIIIIIt11111111111111l1111111111! !1l11 ! RESIDENTIAL Attach(2)Plot Ptah(2)sets of Bu,"Plans;(1)set of Energy Forms;R-O-W Permit for new,construction. Minimum ten(10)working days after submitted date. Required Onsile,Construction Plans,Stomiwater Pieria wl Sih Fence insta0ed. Sasitery Facilities It T dumpster,Site Work Permit for subdivisfonsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page:(1)set of Energy Forms_R-O-W Permit for new constriction. Minimum ten(10)working days after submittal date. Required onsite.Construction Plans,Stormwater Plans vd SiftFence instaifed. Sanitary Facilities&1 dumpster,Site Work Pemrit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. _ —PROPERTY SURVEY required for all NEW construction, - - - - - - - - - - - - - - - - mil{ li {fitiilli {il iti iit.t Dnrections: Fill out appliaton completely. Owner 8 Contractor sign back of application,notarized If over$2500.a Notice of Commencement is required, (AfC upgrades over E750(l) Agent(for the contractor)or Power Of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroots A shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if 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 IMPACTIUTILITIES 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$2.600.00 or more.I certify that 1, 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, CONTRACTOWS/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/WastewaterTreatmenL - Southwest Florida Water Management District Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative ServicesfEnvironmental 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 fig: - 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 perrulted building using stem wall construction.I certify that fill will be used only to fin the area within the stem wall. - If fill material is to be used in any area. I certify that use of such fin 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 goad faith to QUam 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 shag issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction at violad=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 creases 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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIAIG YOUR NOTICE OF COMMENCEMENT, FLORIDA JURAT(F.S.117.031 OWNER OR AGENT CONTRACTOR thi(a r lbe re s sn car ed be me this b�p_ dbYvm t t� �bV' c r CJ� C7 Who israre personally knowrlta me or hasrttave prodoild Who isrVb per5a2ft own GD gigor haslhave produced as idantifiatlon, as identification. chary Public Notary Public Cam isslon No. Con �sfan No. h C � e of Notary typed.printed or stamped Name May typed printed or stamped �"%,y'°kO JESSICA WEBB JESSICA WEBB MY COMMISSION#GG349387 MY COMMISSION#GG340387 oFc�.o`�° EXPIRES:August 10,2020 �'',oF�.oP°� EXPIRES:August 10,2020 APB r �r Apple Sign & Awning: LLC LETTER OF PERMISSION TO INSTALL SIGN DATE: ADDRESS: 5505 GALL BOULEVARD ZEPHYRHILLS, FL 33542 AS OWNER(S) OF THE PROPERTY LISTED ABOVE, WE GRANT APPLE SIGN &AWNING LLC. PERMISSION TO INSTALL SIGN. APPLE SIGN &AWNING LLC. TO ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT, OWNERS NAME: CK ZEPHYRHILLS LLC ADDRESS: 38068 DAUGHTERY RD CITY: ZEPHYRHILLS STATE: FL ZIP: 33540 PH: S Goo OWNERS SIGNATURE W iL�io� .5 . pp6 J�Jt Ul 1f� PRINT NAME &TITLE DRIVER'S LICENSE # NOTARY. 16 1,`U\n " c ^� BEVERLY J.HILTON SEAL '- Notary Public-Siate of Flor de DATE: �, m ber ��. �O) Commission=GG 19586' 3_ kiy Comm Ezoire:APr' .?022 nonded mrouah Nationai Notary Assn. 1635 H.Dale MabN Hwy.Suite 7 Lutz,Florida 33548 813-948-2220 Fax 813-948-2403 E-mail:apple.signsl@verizon.net �r Apple Sign & Awning, LLC LETTER GE PERMISSION TO INSTALL SIGN DATE: ADDRESS: 5505 GALL BOULEVARD ZEPHYRHILLS, FL 33542 AS OWNER(S) OF THE PROPERTY LISTED ABOVE, WE GRANT APPLE SIGN &AWNING LLC, PERMISSION TO INSTALL SIGN. APPLE SIGN &AWNING LLC. TO ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT, OWNERS NAME: CK ZEPHYRHILLS LLC ADDRESS: 38068 DAUGHTERY RD CITY: ZEPHYRHILLS STATE: FL ZIP: 33540 PH: "l a"5 G rg 0 OWNERS SIGNATURE w q 0 "'V' 5 . CD t r�\_1cf1\ PRINT NAME 8c TITLE DRIVER'S LICENSE # NOTARY: BEVERM.HILTON Gi SEAL ' Notary Public-State of Flor'da DATE. /t( �}}�Pr f\��(— �2)_ �U I(j '' Commission=GG.958 i' ^ _ \dy Coma.ExP res Apr 202? Bonded through National Notary Assn. 1635 N.Dale Mabry Hwy.Suite 7 Lutz,Florida 33548 813-948-2220 Fax 813-948-2403 E-mail:apple.signsl@verizon.net 1 1 Job name rCheckers sign No 1 Job# 10119ASA Sign company: Apple Sign&Awning LLC Installation location: 5505 Gall Blvd.,Zephyrhillis,FL 33542 Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: 1/4"aluminum panel Occupancy Category: Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached f.86i ft -maximum width of structure to be attached 7.00 ft -fill factor 0.79 -projected area of each component to be attached 15.8 ft^2 -wind load -867 Ibs -design limit tension load per fastener to 75 Ibs -even number of fasteners minimum of 2= -12 -number of fasteners practically required due to structure shape 12 -weight of structure is approximately 16 Ibs -design limit shear load per fastener to 50 Ibs -average shear load per fastener= 1.3 Ibs Mounting surface construction is: to be determined Use methods: 1/4"x 6"aluminum allthread in epoxy embedment Method-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall -for a 3/8"HIT A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment -maximum allowable shear load=1145 Ibs -maximum allowable tensile load=1490 Ibs -design tensile load for a 1/4"aluminum allthread in 2"of embedment=75 Ibs htto://www.strongtie.com/products/anchorsystems/adhesives/setxa/loads tension-shear rod-rebar cmu.html References: ASCE 7-10 The 6th Edition(2017)of the Florida Building Code sheet: [2 of 2 �®0�pd►lDa�A�1�1®Q�®� US G O No 0044089 o � � © e SAYE OF :�4[/ �O °• A, e'er O Q John J.Orlando PE LLC 0044089 165 Old Ridge Road Macon,GA 31211 (478)731-5394 jjorlando@cox.net SITE PLAN ��.-. Checkers 5505 Gall Blvd. Zephyrhills, FI 33542 y 0311 Blvd & III Ave r' �lr • SITE PLAN LEGEND N01 WALL SIGN NO2 WALL SIGN NO3 WALL SIGN N04 WALL SIGN Q N05 ENTER DIRECTIONAL N06 EXIT DIRECTIONAL NO7 ENTER DIRECTIONAL 9 635 N Dale Mabry Hwy. Suite? o Lutz, FL 33548 (813) 948-2220 Job name Checkers sign No 1 Job# 10119ASA Sign company: Apple Sign&Awning LLC Installation location: 5505 Gall Blvd., hyrhillis,FL 33542 Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: 1/4"aluminum panel Occupancy Category: II Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached 2.86 ft -maximum width of structure to be attached 7.00 ft -fill factor 0.79 -projected area of each component to be attached 15.8 ft^2 -wind load -867 Ibs -design limit tension load per fastener to 75 Ibs -even number of fasteners minimum of 2= -12 -number of fasteners practically required due to structure shape 12 -weight of structure is approximately 16 Ibs -design limit shear load per fastener to 50 Ibs -average shear load per fastener= 1.3 Ibs Mounting surface construction is: to be determined Use methods: 1/4"x 6"aluminum allthread in epoxy embedment Method-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall -for a 3/8"HIT—A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment -maximum allowable shear load=1145 Ibs -maximum allowable tensile load=1490 Ibs . -design tensile load for a 1/4"aluminum allthread in 2"of embedment=75 Ibs hffp://www.strongtie.com/products/anchorsystems/adhesives/setxp/loads tension-shear rod-rebar cmu.html References: ASCE 7-10 The 6th Edition(2017)of the Florida Building Code sheet: 2 of 2 0��©gape®9®9QgBp®eq�,® 0 0 No 004408J m ° o :cc ®�o STATE OF 0 00o g.e ,®°• � John J.Orlando PE LLC 0044089 165 Old Ridge Road Macon,GA 31211 (478)731-5394 ijorlando@cox.net SITE PLAN �. Checkers 5505 Gall Blvd. Zephyrhills, FI 33542 y f < Call B-lVd &,9111 Ave ;Ylf r i SITE PLAN LEGEND ® N01 WALL SIGN ® NO2 WALL SIGN ® NO3 WALL SIGN ® N04 WALL SIGN G ` ® N05 ENTER DIRECTIONAL ® N06 EXIT DIRECTIONAL ® N07 ENTER DIRECTIONAL . 1635 N Dale Mabry Hwy. t Suite 7 Lutz, FL 33548 (813) 948-2220 i • Sob name Checkers sign No 1 Job# 10119ASA Sign company: Apple Sign&Awning LLC Installation location: 5505 Gall Blvd.,Zephyrhillis,FL 33542 Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: 1/4"aluminum_panel Occupancy Category: II Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 - 50.2 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached 2.86 ft -maximum width of structure to be attached 7.00 ft -fill factor 0.79 -projected area of each component to be attached 15.8 ft"2 -wind load -867 Ibs -design limit tension load per fastener to 75 Ibs -even number of fasteners minimum of 2= -12 -number of fasteners practically required due to structure shape F 12 -weight of structure is approximately 16 Ibs -design limit shear load per fastener to 50 Ibs -average shear load per fastener= 1.3 Ibs Mounting surface construction is: to be determined Use methods: 1 1/4"z 6"aluminum allthread in epoxy embedment Method-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall -for a 3/8"HIT_A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment -maximum allowable shear load=1145 Ibs -maximum allowable tensile load=1490 Ibs -design tensile load for a 1/4"aluminum allthread in 2"of embedment=75 Ibs http://www.strongtie.com/products/anchorsystems/adhesives/setxp/loads tension-shear rod-rebar cmu.html References: ASCE 7-10 The 6th Edition(2017)of the Florida Building Code sheet: 2 of 2 000.•e.o. v NO 0044089 m m • � ®o STATE OF :�4U John J.Orlando PE LLC 0044089 ' 165 Old Ridge Road Macon,GA 31211 (478)731-5394 jjorlando@cox.net SITE PLAN Checkers 5505 Gall Blvd. Zephyrhills, FI 33542 rr • ,,9th Ave 0 SITE PLAN LEGEND N01 WALL SIGN NO2 WALL SIGN NO3 WALL SIGN N04 WALL SIGN N05 ENTER DIRECTIONAL s N06 EXIT DIRECTIONAL t M1 N07 ENTER DIRECTIONAL 9 635 N Dale Mabry Hwy. Suite 7 Lutz, FL 33548 (813) 948-2220 Job name (Checkers sign No 2 Job# 10219ASA Sign company: Apple Sign&Awning LLC j Installation location: 5505 Gall Blvd.,Zephyrhillis,FL 33542 Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: 1/4"aluminum panel Occupancy Category: II Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached 2.86 ft -maximum width of structure to be attached 7.00 ft -fill factor 0.79 -projected area of each component to be attached 15.8 ft^2 -wind load -867 Ibs -design limit tension load per fastener to 75 Ibs -even number of fasteners minimum of 2= -12 -number of fasteners practically required due to structure shape 12 -weight of structure is approximately 16 Ibs -design limit shear load per fastener to 50 ilbs -average shear load per fastener= 1.3 Ibs Mounting surface construction is: rto be determined Use methods: k1%4"x 6"_aluminum alithread in epoxy embedment Method-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall -for a 3/8"HIT_A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment -maximum allowable shear load=1145 Ibs -maximum allowable tensile load=1490 Ibs -design tensile load for a 1/4"aluminum allthread in 2"of embedment=75 Ibs hfta://www stronotie com/products/anchorsystems/adhesives/SetxpAoads tension-shear rod-rebar cmu.html References: ASCE 7-10 The 6th Edition(2017)of the Florida Building Code sheet: 2 of ®�®Q zo°�•�vG 3��®®°Bono ® m •No 0044089 4 � m e C 6d 6!L o• ®�•: STATE OF Xm0 • John J.Orlando PE LLC 0044089 ��'s 0�f0NA`�.;peA�s 165 Old Ridge Road ��®o0ama®arsos Macon,GA 31211 (478)731-5394 jjorlando@cox.net SITE PLAN =� Checkers 5505 Gall Blvd. Zephyrhills, Fl 33542 �' ,�� :,ate•,� ,9111 Ave Il '��Gj1y�/j/}j(,jrj�}r� � �i�_��1�t•f`\A:.�_ SITE PLAN LEGEND N01 WALL SIGN NO2 WALL SIGN NO3 WALL SIGN N04 WALL SIGN 6 N05 ENTER DIRECTIONAL s N05 EXIT DIRECTIONAL S y N07 ENTER DIRECTIONAL 9 635 N Dale Mabry Heavy. -� Suite 7 Lutz, FL 33548 � (813) 948-2220 Job name Checkers sign No 2 Job# 10219ASA Sign company: Apple Sign&Awning LLC Installation location: 5505 Gall Blvd.,Zephy-rhillis,FL 33542 _ Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: 1/4"aluminum panel —�1—� Occupancy Category: II Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached =7.00ift ft -maximum width of structure to be attached -fill factor -projected area of each component to be attached 15.8 ft^2 -wind load -867 Ibs -design limit tension load per fastener to 75 Ibs -even number of fasteners minimum of 2= -12 -number of fasteners practically required due to structure shape 121 -weight of structure is approximately 16J Ibs -design limit shear load per fastener to 50J Ibs -average shear load per fastener= 1.3 Ibs Mounting surface construction is: to be determined , Use methods: 1/4"x 6"aluminum allthread in epoxy embedment Method-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall -for a 3/8"HIT—A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment -maximum allowable shear load=1145 Ibs -maximum allowable tensile load=1490 Ibs -design tensile load for a 1/4"aluminum allthread in 2"of embedment=75 Ibs http://www.stronatie.com/products/anchorsystems/adhesives/setxa/loads tension-shear rod-rebar cmu.html References: ASCE 7-10 The 6th Edition(2017)of the Florida Building Code sheet: yO-eA®��® E IV ® No 0044089 • 0 m • � ° A e GC 0 i John J.Orlando PE LLC 0044089 s®®®�� °°°"°•• � e�� 165 Old Ridge Road Macon,GA 31211 (478)731-5394 jjoriando@cox.net SITE PLAN Checkers 5505 Gall Blvd. < : r Zephyrhills, FI 33542G all .� 8 D SITE PLAN LEGEND N01 WALL SIGN NO2 WALL SIGN NO3 WALL SIGN N04 WALL SIGN A 46 N05 ENTER DIRECTIONAL VMS ` N06 EXIT DIRECTIONAL e N07 ENTER DIRECTIONAL . 1635 N Dale Mabry Hwy. � Saute 7 Lutz, FL 33548 � (813) 948-2220 -ti Job name Checkers sign No 2 Job# 10219ASA Sign company: Apple Sign&Awning LLC Installation location: 5505 Gall Blvd.,Zephyrhillis,FL 33542 Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: 1/4"aluminum panel —_ Occupancy Category: II Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached 2.86 ft -maximum width of structure to be attached 7.00lft -fill factor 0.791 -projected area of each component to be attached 15.8 ft^2 -wind load -867 Ibs -design limit tension load per fastener to 75 Ibs -even number of fasteners minimum of 2= -12 -number of fasteners practically required due to structure shape 12 -weight of structure is approximately 161 Ibs -design limit shear load per fastener to 50 Ibs -average shear load per fastener= 1.3 Ibs Mounting surface construction is: Ito be determined Use methods: 1/4"x_6"aluminum alithread in epoxy embedment Method-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall -for a 3/8"HIT—A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment -maximum allowable shear load=1145 Ibs -maximum allowable tensile load=1490 Ibs -design tensile load for a 1/4"aluminum alithread in 2"of embedment=75 Ibs hfp:/Auww.strongtie.com/products/anchorsystems/adhesives/setxp/loads tension-shear rod-rebar cmu.html References: ASCE 7-10 The 6th Edition(2017)of the Florida Building Code sheet: 2 of 2 �eerivaar�®�oa ® No 0044089 °t sun OF 11Z Plvz-,e/- ,y UAL John J.Orlando PE LLC 0044089 Paovsa�®� 165 Old Ridge Road Macon,GA 31211 (478)731-5394 jjorlando@cox.net SITE PLAN Checkers _ 5505 Gall Blvd. -~ Zephyrhills, FI 33542 e •�`':� G3311 Blvd Ave x' fir,* _:,�;�.J,;'�r•� 7 r SITE PLAN LEGEND ® N01 WALL SIGN NO2 WALL SIGN NO3 WALL SIGN N04 WALL SIGN j N05 ENTER DIRECTIONAL y y y ` ~ N06 EXIT DIRECTIONAL i y N07 ENTER DIRECTIONAL 9 635 N ®ale Mabry Hwy. Saute 7 Lutz, FL. 33543 � (913) 948-2220 Calculations for Apple Sign&Awning LLC Checkers directional sign no.6 job#10619ASA pole size,foundation and j bolts size calculation To be installed at 5505 Gall Blvd.,Zephyrhillis,FL 33542 Section 3107 and 1609 of Florida Building Code 2017 applies: Chapter 29 of ASCE 7-10(Wind Loads on Other Structures and Building Appurtances)applies: Type of structure: pylon sign Occupancy Category: II Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf Design wind pressure conversion factor 0.77 Gust effect factor(G)ASCE 7-10 26.9.1 0.85 Widest part of sign face(B) 1.73 Height of sign face(s) 3.00 Overall height of sign(H) 3.00 Aspect ratio(B/s) 0.58 Clearance ratio(s/H) 1.00 Force Coefficient Cf from Figure 29.4-1,ASCE 7-10 1.8 Wind pressure(p)multiplied by design wind pressure conversion factor a 59.1 psf 2.Calculate wind load and turning moments at base by the provisions of the alternate all-heights method in Section 1609.6. Wind shall be assumed to come from any horizontal direction and wind pressures shall be assumed to act normal to the surface considered. Hor Dim Vert DimFill Facto Af p F H M(base) (ft) (ft) (sf) (Ibs) (ft) (ft-Ibs) 1.7 3.0 1.0 5.2 59.1 307 1.5 460 0.0 59.1 0 0 0.0 59.1 0 0 0.0 59.1 0 0 Total 5.2 307 1.5 460 3.Determine depth of embedment,D in feet From Table 1806.2,class 4,sandy soil,lateral bearing pressure below grade= 150 psf/ft Per 1806.3.4 Increase for poles,tabular value time 2 = 300 psf/ft Assume depth of hole(D): 2 ft (Si)= 600 psf number of posts= 1 Load per post(P)= 307 from p.5-81,Structural Engineering Handbook: D=((1.18*P)/(b*S1))*(1+(SQRT(1+(1.88*b*S1*HIP)))) assume b(ft)= 1 D(ft)= 2.1 Alternatively,Section 1807.3.2.1,Equation 18-1 A=2.34P/S1*b= 1.20 D=0.5A((1+(1+(4.36h/A))^0.5)= 2.1 feet 4.Check anchor bolt size Number of posts 1 Number of anchor bolts per post 4 Diameter of bolt(inches) 0.5 Estimated weight of sin 10 tl�SI Compressive load per bolt from dead load(pounds) 25 ®®� e� ,;.oRIQp,POI, Bolt spacing across neutral axis(inches) 3' ��®�e'�G E 1y S+°•. Q�o� Maximum tension load under full wind load(pounds) 435 Qm� :• •:® Maximum compression load under full wind load(pounds) 460 No 0044089 Average shear load 77 ® o • r Maximum combined load(pounds) 448 Steel alloy of bolt ASTM A36 o Minimum tensile strength(ksi) 36 �® $TlSTE OF a Q o Stress cross section of selected bolt size(inches) 0.1416 ® �/ Tensile load(ksi) 3.163 d Safety Factor 11.4 R References:Structural Engineering Handbook,Gaylord&Gaylord editors, �0/I A 9 Fourth edition,McGraw Hill,NY 1997 ASCE 7 The 6th Edition(2017)of the Florida Building Code Mechanics of Materials,Beer and Johnston,McGraw Hill,NY 1981 ICBO Evaluation Report No.4016. SBCCI Compliance Report No.9368 Standard Handbook for Mechanical Engineers,T.Baumeister and L.S.Marks,editors,Seventh edition,McGraw Hill,NY 1967 John J Orlando PE 0044089 165 Old Ridge Road sheet 2 of 2 Macon GA 31211 (478)784-2226 SITE PLAN Checkers 5505 Gall Blvd. Zephyrhills, FI 33542 ILI ir o� Giall Blvd , %l b SITE PLAN LEGEND ® N01 WALL SIGN ® NO2 WALL SIGN ® NO3 WALL SIGN ® N04 WALL SIGN ® N05 ENTER DIRECTIONAL c l ® N05 EXIT DIRECTIONAL N07 ENTER DIRECTIONAL 9 635 IN ®ale Mabry Hwy. � Suite 7 Lutz, FL 33548 (813) 948-2220 813.780-0020 City of Zephyrhills Permit Application Fax-813-71IM21 Building Department Data Received Phone Contact for Permitting 813 948 — 2220 Owners Name CK ZEPHYRHILLS LLC Owner Phone Number 813-782-5600 Owner's Address 38068 Daughtery Rd Zephyrhills,FL 33541 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5505 GALL BOULEVARD,ZEPHYRHILLS,FL 33542 LOT SUBDIVISION PARCEL me 11-26-21-0010-09000-0080 tOaTAIfEO FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONWR B ADDIALT SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME STEEL = DESCRIPTION OF WORK NO3-Installation of a non-illuminated flat aluminum wall sign BUILDING SIZE SQ FOOTAGE 14.563 sq ft HEIGHT r��E =BUILDING 160.00 VALUATION OF TOTAL CONSTRUCTION a =ELECTRICAL S AMP SERVICE Q PROGRESS ENERGY Q W.R.E.CC. =PLUMBING S =MECHANICAL s VALUATION OF MECHANICAL INSTALLATION / =GAS Q ROOFING 0 SPECIALTY Q OTHER c FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER N/A COMPANY N/A SIGNATURE I REGISTERED I YIN FEE cuaRFN Y/N Address N/A License g I N/A ELECTRICIAN Apple Sign and Awning LLC. SIGNATURE FA-MTEREo I YIN I FEE CUMM!, Lyj N Adds I 635 N.Dale Marby Hwy.Suite 7 Lutz,Florida 33548 Ucense# EC 13005103 PLUMBER N/A Fyn N/A SIGNATURE REC-tsTEREO I YIN FEE CURIffh Y I N Address N/A License p N/A MECHANICAL /A COMPANY N/A SIGNATURE REGISTERM I YIN I FEE CURREK Y!N Address N/A License R N/A OTHER N/A COMPANY N/A SIGNATURE RE151 011M I YIN FEE CURRO, Y/N Address N/A License N/A rrrrrllrlrlrrrrrlrlrlrrrrr �rr� r � rrrrlllrrrrrl � rrrrrrrrrrrrrrlrrrrrr RESIDENTIAL Attach(2)Plot Plans;(2)sets of OwkUg Plans;(1)am of Energy Forms;R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required ors0e,Construction Plans,Stonnwater Plans wl Silt Fence installed. Sanitary Facilities 6 1 dumpster.Site Work Permit for subdivisionsilarge projects COMMERCIAL Attach(2)complete sets Of BuOd"ing Plans plus a Life Safety Page;(1)set of Energy Forms R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required crate.Construction Plans.Stormwater Plans wf Silt Fence installed. Sanitary Facilities&I dumpster.Site Work Pe'nrit for an new projects.An commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plats. —PROPERTY SURVEY required for an NEW consmxbon. Dtreetrons:• Fill out application completely. Owner S Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over S7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract regwrad) Rerocts If shingles Sewers Service Upgrades AIC Fences(PIot1Survey,'Foot29e) Driveways-Not over Counter n on public roadways_rteeds ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit maybe 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 S2,500.00 or more.I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the'owner",1 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, CONTRACTOWSIOWNEWS 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. 1 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,Welland Areas and Environmentalty Sensitive Lands,WaledWastewaterTreatment. - 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 W. 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 constriction,)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 app@cation. 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 jab 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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT- FLORIDA JURAT(F.S.117.0 OWNER OR AGENT CONTRACTOR /dub Z sw&ri ro�=. me this ad o urn I me thi "W-�by I Y 1 CAL.LY m LP �ay ho islare persona�y Known 1p ma or tr'islttave aced -o islare personal o a hasihave produced as identification. as identification. � N�II 2 Notary Public Notary pubic � Co isslan No. l:� L'J4 �J&�l Comm on No. e of Notary typed.printed or stamped Name Notary typed.printed or stamped [-4"�.-ie JESSICA WEBB =°`� �° JESSICA WEBB MY COMMISSION#GG349387 MY COMMISSION#GG349387 EXPIRES:August 10,2020 °F�o�° EXPIRES:August 10,2020 K I ini—r Apple Sign & Awning, LLC LETTER OF PERMISSION TO INSTALL SIGN DATE: ADDRESS: 5505 GALL BOULEVARD ZEPHYRHILLS, FL 33542 AS OWNER(S) OF THE PROPERTY LISTED ABOVE, WE GRANT APPLE SIGN &AWNING LLC, PERMISSION TO INSTALL SIGN. APPLE SIGN &AWNING LLC. TO ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT, OWNERS NAME: CK ZEPHYRHILLS LLC ADDRESS: 38068 DAUGHTERY RD CITY: ZEPHYRHILLS STATE: FL ZIP: 33540 OWNERS SIGNATURE PRINT NAME &TITLE DRIVER'S LICENSE # NOTARY: j 1 ��v\� ;; ` BEVERLYI.HILTON DATE: ,tY l-��(- _ U I Cj' SEAL hoary Public-State of Florida Commission=GG t9586' � �__ 1•y Coma.Exoires Apr 2022 Bonded through on No Assn. 1635 H.Dale Mabry Hwy.Suite 7 Lutz,Florida 33548 813-948-2220 Fax 813-948-2403 E-mail:apple.signsi@verizon.net �r Apple Sign & Awning., LLC LETTER OF PERMISSION TO INSTALL SIT DATE: ADDRESS: 5505 GALL BOULEVARD ZEPHYRHILLS, FL 33542 AS OWNER(S) OF THE PROPERTY LISTED ABOVE, WE GRANT APPLE SIGN &AWNING LLC, PERMISSION TO INSTALL SIGN. APPLE SIGN &AWNING LLC. TO ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT, OWNERS NAME: CK ZEPHYRHILLS LLC ADDRESS: 38068 DAUGHTERY RD CITY; ZEPHYRHILLS STATE: FL ZIP: 33540 PH: OWNERS SIGNATURE v dN f \t.o,h 5 CD c�S GJr1 PRINT NAME &TITLE DRIVER'S LICENSE # NOTARY: F'�X' BEVERLYJ.HD22022 G�-,_ SEAL `: Notary Public-SlaDATE: �/�� l71�PC' �7)_ RCj) Commission=G Nk•Comm.Expires Bondedtnroagh Nationa 1635 N.Dale Mabry Hwy.Suite 7 Lutz,Florida 33548 813-948-2220 Fax 813-948-2403 E-mail:apple.slgns1@ver1zon.net doo name Checkers sign No 4 Job# 10419ASA Sign company: Apple Sign&Awning LLC Installation location: 5505 Gall Blvd.,Zephyrhillis,FL 33542 Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: 1/4"aluminum�anel Occupancy Category: FII ' Ultimate design wind speed,figure C,FBC 2017,section 1609: 140 mph Wind stagnation pressure(qz)per 1609.6.3 FBC 2017 50.2 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied between wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure to wall -maximum height of structure to be attached 2.43 ft -maximum width of structure to be attached 6.00 ft -fill factor L 0.79 -projected area of each component to be attached 11.5 ft^2 -wind load -629 Ibs -design limit tension load per fastener to 75 Ibs -even number of fasteners minimum of 2= -10 -number of fasteners practically required due to structure shape 10 -weight of structure is approximately 12'Ibs -design limit shear load per fastener to 50n Ibs -average shear load per fastener= 1.2 Ibs Mounting surface construction is: to be determined gg Use methods: 1/4"x 6"aluminum allthread in epoxy embedment I Method-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall -for a 3/8"HIT_A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/8"of embedment -maximum allowable shear load=1145 Ibs -maximum allowable tensile load=1490 Ibs -design tensile load for a 1/4"aluminum allthread in 2"of embedment=75 lbs hftp://www.strongtie.com/products/anchorsystems/adhesives/setxa/loads tension-shear rod-rebar cmu.html References: ASCE 7-10 The 6th Edition(2017)of the Florida Building Code sheet: 2 of 2 RHO OO44O$S p a o STATE OF John J.Orlando PE LLC 0044089 pQ , °•°°��®off® 165 Old Ridge Road ®0®B®NA��®Qe®� Macon,GA 31211 (478)731-5394 jjorlando@cox.net SITE PLAN - Checkers 5505 Gall Blvd. Zephyrhills, FI 33542 Call Blvd &,)All Ave I t M SITE PLAN LEGEND NOt WALL SIGN NO2 WALL SIGN NO3 WALL SIGN N04 WALL SIGN NOS ENTER DIRECTIONAL .4t.. , NOS EXIT DIRECTIONAL N07 ENTER DIRECTIONAL 1635 N Dale Mabry Hwy. Suite 7 coo Lutz, EFL 33548 (813) 948-2220 ' ` Job name . Job# Sign company: Apple Sign&Awning LLC Installation location: Section 1609.6.4 of Florida Building Code 2017 applies. Application of wind pressures using the alternative all heights method for components and cladding Type of structure: Occupancy Category: Ultimate design wind speed,figure C.FBC2O17.section 16O8: [_��_J mph Wind stagnation pressure(qz)per 1aoy.O.3pao2O17 50.2 pof Net Pressure Coehciont(Cn from Table 1O0V.*.2(1) Components and cladding not|n areas uf discontinuity'walls and parapets -1.09 Wind Pressure -54.7 msf Wind load appliedhnbmeen wall and structure,pulling structure away from wall Load carried by tension in fasteners connecting structure tuwall 'maximum height of structure to be attached [1443]n maximum width structure h*� � at tached It 'fill factor 0. 'projected area nf each component hobeattached 11.5ft"2 'wind mad '529 |um 'design limit tension load per fastener m |bo 'even number of fasteners minimum of2= 1 'number of fasteners practicallyrequired duetustmctumshapo 'weight of structure ivapproximately 12 |bo 'design limit shear load per fastener to 50 |bx 'average shear load per fastener= 1.2 |bo Mounting surface construction is: to be d6lerniined Use methods: My embedment Method Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall 'for a3/8^M|T—A rod anchor with Simpson Strong Tie oET-XP epoxy embedment system with 8318"ofembedment 'maximum allowable shear load=1145|ho 'maximum allowable tensile load=1490|bo 'design tensile load for a1/4''aluminum a|khnaodin2^of embedment=75|bn References: AGCE7-10 The 6th Edition(2017)of the Florida Building Code sheet: ^ 00' STATE OF mm o John J.Orlando PsLL00044Vuy 1as Old Ridge Road Macon,GA31211 <470731'5394 0vnanuo@cnx.mg SITE PLAN Checkers 5505 Gall Blvd. Zephyrhills, FI 33542 4. Gall B,Ivd &_91h Ave, 1F SITE PLAN LEGEND N01 WALL SIGN ® NO2 WALL SIGN NO3 WALL SIGN N04 WALL SIGN N05 ENTER DIRECTIONAL o NO6 EXIT DIRECTIONAL N07 ENTER DIRECTIONAL 9535 N ®ale Mabry Hwy. Suite 7 0 [Lantz, FL 33548 � (813) 948-2220 813.780-0020 City of Zephyrhills Permit Application Fax-813-780.0021 Building Department Date Received Phone Contact for Permitting 813 1 948 — 2220 Owner's Name CK ZEPHYRHILLS LLC owner Phone Number 813-782-5600 Owners Address 138068 Daughtery Rd Zephyrhills,FL 33541 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5505 GALL BOULEVARD,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION I PARCEL IDa 11-26-21-0010-09000-0080 IOBTNNED FROM PROPERTY TAX PIOTIGE) WORK PROPOSED B NEW CONSTR B ADDIALT �] SIGN = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR M Comm = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME STEEL = DESCRIPTION OF WORK N05-Installation of a LED illuminated directional BUILDING SIZE I SC FOOTAGE 5.5 sq ft REfGHT =BUILDING S VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S 240.00 AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. (y /* =PLUMBING S e 10 Qy�lp-lq =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION 6� 1 =GAS = ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 111 v BUILDER N/A COMPANY N/A SIGNATURE REGISTERED I YIN FEED Y!N Address N/A Liseese# N/A ELECTRtcIAe1 COMPANY Apple Sign and Awning LLC. SIGNATURE REGISTERED I YIN I FEEQ14191 I YIN Ad S N Dale Marty Hwy.Suite 7 Lutz.Florida 33548 License# 1 EC 13005103 PLUMBER /A COMPANY N/A SIGNATURE REGISTERED I YIN FEE GURREP Y f N Address N/A License# N/A MECHANICAL /A COMPANY N/A SIGNATURE REGISTERED I Y/N I FEE GtlRREA Y I N Address N/A Lice„sa# N/A OTHER N/A COMPANY N/A SIGNATURE REGISTERED I YIN FEE CURRD Y!N Address N/A License#I N/A rrrrrrTrlrrTrrrrlrrrrrrrrrrrrrrrrrrlllrrrrrrrrrrrrrrrrrrrrrrrrrrrlr RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fors;R-O-W PermC for new construction. Minimum ten(10)working days after submittal date. Required orste.Construction Plans.Stornrurator Plans w!Sift Fence installed. Sanitary FapTfies 6 1 dumpster.Site Work Permit for subdivisionsilerge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fors.R•O•W Permit for new construction. Mfnimum ten(10)working days after submittal date. Required onsite.Construction Plars.Storw ater Plans vd Sat Fence installed. Sanitary Facilities S 1 dumpster.Site Work Permit for all new projects.AR commercial requireme:ds must meet cornpfiance SIGN PERMIT Attach(2)sets of Engineered Plans. •"'PROPERTY SURVEY required for all NEW construchon. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$200.a Notice of Commencement is required. WC upgrades ever$7500) •' Agent(for the contractor)or Pourer of Attorney(for the owner)would be someone with notarized fetter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroefs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if an pubic 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 property 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 8M7 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 Agriculttue 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, CONTRACTOWSIOWNER'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. 1 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.Welland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells. Cypress Bayheads, Welland 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 'K. 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 fig material is to be used in Flood Zone"A'in connection with a permitted building using stern wall construction.I certify that fig 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 tots 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 Worm 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 worts and not as authority to violate,cancel.alter,or set aside any provisions of the technical codes,nor shag issuance of a permit prevent the Building Official from thereafter requiring a correction of errofs in plans,construction or violations of any codes_ Every permit issued shag become invalid unless the work authorized by such permit is commenced within sic months of pertmit 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 INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YQUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Su s m to(or tfir d)Ixi me this d sa [o(or a ell be a me this. br ��tr ce Who islaze personaNv kno�yn_to me or hasrtla -educed tstare permnalAr�a' car to So or has(have produced as identification. as identification. nn ^ tary Public O Notary Public Cam issicn No. 1��'1 c ? Co mission No. /ter O of Notary typed.printed or stamped ame of Notary typed,printed or stamped :�"��P` � JESSICA WEBB JESSICA WEBB MY COMMISSION#GG349387 MY COMMISSION#GG349387 REPO EXPIRES:August 10,2020 �'�oFrioP° EXPIRES:August 10,2020 r �r Apple Sege ® & Awning, LLCM LETTER OF PERMISSION TO INSTALL SIGN DATE: ADDRESS: 5505 GALL BOULEVARD ZEPHYRHILLS, FL 33542 AS OWNER(S) OF THE PROPERTY LISTED ABOVE, WE GRANT APPLE SIGN &AWNING LLC. PERMISSION TO INSTALL SIGN. APPLE SIGN &AWNING LLC. TO ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT, OWNERS NAME: CK ZEPHYRHILLS LLC ADDRESS: 38068 DAUGHTERY RD CITY: ZEPHYRHILLS STAVE: FL ZIP: 33540 PH: OWNERS SIGNATURE r✓ PRINT NAME &TITLE DRIVER'S LICENSE # NOTARY: r "� BEVERLY J.HILTON B�lJ �' ,� ��U,� SEAL Notary Public-State of Florsda DATE: _ .rn hoc- �7). RU 1 C Commi55ion--GG'9586' : _:: lay Comm.Exoir2 Apr'c.2022 Bonded mrouah National Notary A55n. 1635 N.Date Mabry Hwy.Suite 7 Lutz,Florida 33548 813-948-2220 Fax 813-948-2403 E-mail:apple.signsl@verizon.net low Apple Sign & Awning, LLC LETTER OF PERMISSION TO INSTALL SIGN DATE: ADDRESS: 5505 GALL BOULEVARD ZEPHYRHILLS, FL 33542 AS OWNER(S) OF THE PROPERTY LISTED ABOVE, WE GRANT APPLE SIGN &AWNING LLC. PERMISSION TO INSTALL SIGN. APPLE SIGN &AWNING LLC. 10 ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT, OWNERS NAME: CK ZEPHYRHILLS LLC ADDRESS, 38068 DALIGHTERY RD CJIV.—ZEPHYRHILLS STATE: FL ZIP: 33540 PH: -:5—(, 0 OWNERS SIGNATURE V11 5 • CD PRINT NAME &TITLE DRIVER'S LICENSE # NOTARY: BEVERLY J.HILT ON To b�jc d' SEAL Notary Public-51ate of Flocida Commission;CC 19 586' DATE: go)q f E ire-Apr My Comm.Exoire.Apr 6,2022 Bonded;nrough Naticriai No!ary Assn. 1635 N.Dale Mabry Hwy.Suits 7 Lutz,Florida 33548 813-948-2220 Fax 813-948-2403 E-mail:apple.signsl@vertzon.net CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21780 - ® y BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION : Permit Number: 21780 Address: 5505 GALL BLVD Permit Type: IRRIGATION ZEPHYRHILLS, FL. Class of Work: IRRIGATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-09000-0080 Improv. Cost: 2,200.00 OWNER INFORMATION Date Issued: 9/19/2019 Name: CK ZEPHYRHILLS LLC Total Fees: 85.00 Address: 38068 DAUGHTERY RD Amount Paid: 85.00 ZEPHYRHILLS, FL 33540 Date Paid: 9/19/2019 Phone: (813)713-3974 Work_ Desc: IRRIGATION METER CONNECT***** CONTRACTORS APPLICATION FEES ` AMERICAN IRRIG LAWN MAINT LLC PLUMBING FEE 55.00 CONTRACTOR CERTIFICATE 30.00 l� PLUMBING FINAL Ins ections Re uired 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. CO TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application rax-tf IJ-�o�•�� Building Department Date Received Phone Contact for Permitting t :1 Owner's Name CK LL.� Owner Phone Number Owner's Address --!3$b(A gS ,r Owner Phone Number '471 335q6 Owner Phone Number c JOB ADDRESS S S Q J C9 G-(1 r 1 S ( -LOT# C� SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR e ADD/ALT = SIGN Q = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF,CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK S BUILDING SIZE SO FOOTAGE= HEIGHT =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = DUKE ENERGY Q W.R:E: =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N, ':FEE CURREN Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# t PLUMBER COMPANY o ea- SIGNATURE REGISTERED Y/ N FEE CUR n Y/N `LC Address 3953q License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# I OTHER COMPANY_ SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;.R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1).set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date, Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot(Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW "deed" n I, 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 orb- contractors to undertake work, they may be required to be licensed in accordance with.ptate-,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;-io haye: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/UTfLITIES IMPACT AND.RES9-PRCE RECOVERY FEES:_-The undersigned understands that Transportation Impact Fees and Recourse keco�iery Fees may apply fo' 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 $21-500.00 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 Citycodes, 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/Wastewatet"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 W"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 maybe cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre'which ar,`e elevated::by filf;;an engineered drainage.plan is required. f 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 instailations 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE-RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this -- Subscribed-and swo -o-(or-affirmed)-before-me-this— by- by Who islare personally known tQ Te or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped _. _ Name of Notary typed,printed or stamped ' City of Zephyrhifls City of Zephyrhills Uniform Notice of �L�owry-Volta a Alarm System Proj ct Uniform Notice�qWa ow-Voltage ar System Proje Owner's/CustomerName Of # Owner's/CustomerName 4 A/ Z� Address � �� Address City St Zip ?J Z City 20AY61,14U St Zip 1335 � Phone E-mail Phone E-mail Contractor a&(✓ Lic.#CFD0007)L Contractor Lic.#e,#QQoo'uZ Address f O O 44 Address- S /o S t��Iti y; "+A 10 y City St Zip 3 L 3 c1 City St�Zip 33(a PhoneJCJ_$^2'-11^3s00 DateProjectComplete Phone ) Oa DateProjectComplete Scope of Work Scope of Work eca✓ .,Sw St� Zns45.11 Wen Signature:._ e—a'T Signature:. Owner or tenant or contractor or authorized representative Owner or tenant or contractor or authorized representative Notice is hereby given that aloes-voltage alarm system project has been completed at the address Notice is hereby given that a low-voltage alarm system project has been completed at the address specified above.I certify that all of the foregoing information is true and accurate. specified above.I certify that all of the foregoing information is true and accurate. 10/1/13 section 553.793 FS 10/1/13 section 553.793 FS z z,�� STANLEY BLACK&DECKER INC. CONVERGENT SECURITY SOLUTIONS PO BOX 50400 � |ND|ANAPOL|S. |N4S25O RETURN SERVICE REQUESTED Check No. 2700321454 Check Date 10n1o019 oxook Amount $45.00 Vendor Number 0005002457 0n.00008 mw/wm'omm^ CITY DFZEPHYRH|LLS 5J358TH8T ZEPHYRH|LLS. FL33542 76060820 !N311111DO a 38f ID35 SECURE DOCUMENT SECURE DOCUNAE; SECURE DOCUMENT 'Register SECURE DOCUMENT SECURE DOCUMD -andard SUMC13mi R� 1P5-01 06-2010