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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 $45.00 Vendor Number 0005002457 0n.00008 mw/wm'omm^ CITY DFZEPHYRH|LLS 5J358TH8T ZEPHYRH|LLS. FL33542 76060820 !N311111DO a 38f ID35 SECURE DOCUMENT SECURE DOCUNAE; SECURE DOCUMENT 'Register SECURE DOCUMENT SECURE DOCUMD -andard SUMC13mi R� 1P5-01 06-2010 . y o Non-Illuminated Aluminum Wall Sign N o 3 Sq Ft- 14.563 6' 011 ALUMINUM (FACE)PANEL PANEL WITH 1ST URFACE OPAQUE DIGITAL PRINT W/ LAMINATE q , t 1/4"ALUMINUM PANEL LO N 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY - 1E . _ MOUNT IN TEN (10) EVENLY SPACED PLACES USING SIDE VIEW 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY Proposed - -— L t %UltNfsg No 0044089 New Build *� _* = * _�: 1635 N. Dale Mabry Hwy. STATE OF Lutz, FL 33548 Q..:�� Office: (813)948-2220 . ' � � Fax: (813)948-2403 t--- i��iNA�'�� manager@appiesignandawning.com DATE: 09/24/19 ' CUSTOMER: F ro nta a 16 , a oao vE uc Conforms to the requirements of the 6th Edition(2017) Checkers #3834 g 165o$d mde Road of the Florida Building Code sections 1604,1609&app.H LOCATION: Macon G►31211 478731 539c V(ult)=140 mph 5505 Gall Blvd. denauiet Exposure category=C C pb 1G319ASA #004,089 Risk category=B eat g1 o(2 Zephyrhiils, FL 33542 Non-illuminated Aluminum Wall Sign N 0 4 Sq Ft- 14.563 61_011 ALUMINUM (FACE) PANEL WITH 1ST URFACE OPAQUE DIGITAL PRINT W/LAMINATE ' a0 eckers 1/4"ALUMINUM PANEL L J CV 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY MOUNT IN TEN (10) EVENLY SPACED PLACES USING SIDE VIEW 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY (v! Proposedit 1Ei I ' - �T. sc.: �`�jtJ -•p�gtd`i'�i ,� •..cENS• O, New Build :• No 0044089 • tit 1635 N. Dale Mabry Hwy. • 9:• STATE OF ;QJ Lutz, FL 33548 nIuuI ;ø DATE: 09/24/19 CUSTOMER: �� John iO PE Conforms to the requirements ofthe6th Edition(2017) Checkers #3834 Frontag 85 � �� OId Nid9c R of the Florida Building Code sections 1604,1609&app.H LOCATION: e Maecn�GA 31211 4787315394 V(uid=140 mph 5505 Gall Blvd. Exposure category=C jerk►1041%$A Florkeetration#0944e89 Risk category=ll shed1c(2 Zephyrhills, FL 33542 No 6 ILLUMINATED DIRECTIONAL SIGN LED SgFt-5S 183/4 1'-71/2"V.O. L Ia __ ___ I � 9 V P 1µ•ALUMINUM BASE PLATE 12'Ii LANCHOR BOLTS 0 511W OFF CENTER FOR ANCHOR BOLTS Y ELECTRICAL HOLE 57IT v ;..1-0' 1-0. BASE PLATE DETAIL REAR VIEW SIDE VIEW FRONT V IEW i C THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE EL'EC,"�1 �� ••,....... NQ�� ELECTRIC REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRIC CODE AND/OR OTHERAPPLICABLE LOCAL CODES.THIS INCLUDES PROPER CONNEC `,�,O�;�,GE N S►,t.•�•O SIGN GROUNDING AND BONDING OF THE SIGN. C NO 0044089 ��,k Fcow NEC 2014 • STATE OF 1635 7Mabitt FLw !%k 1 Lutz,%9� O; �� Q OfficeRiTt:.O osc,,0TVI+C?P �•p • � Fax: ( filly manager@applesignandawning.com DATE: 09/24/19 CUSTO wit: ��[ Itlorl O�Fando LLC Conforms to the requirements of the 6th Edition(2017) Checkers#3834 165 Road of the Florida Building Code sections 1604,1609 1609&app.H LOCATION: Mares GA 31211 4767315394 V(ult)=140 mph 5505 Gall Bllvd. jbortando@ca umt Exposure category=C C job 10619Af 2 Ze`phyrhifis,FL 33542 F #0044089 Risk category=II shaet 1 of 2 6'N9n-111vffl1N8tedM1M1NvfflW811SW1 No 2 II Sq Ft-20.05 I a: 71.Ot1 ALUMINUM (FACE) PANEL WITH 1ST - URFACE OPAQUE DIGITAL 1 M PRINT W/ LAMINATE N , 1/4"ALUMINUM PANEL N 1/4=20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY MOUNT IN TWELVE (12) EVENLY SPACED P CES USING 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY SIDE VIEW uv1LW AT .i211i1 ,j Crin" IyiTI..O�11'iC�oI≤sICIAL Proposed (mounted on existing wall) Existing (new build) = No 0044089 9 STATE OF �„ Lutz,FL 33548 abry .Hwy. •�4 ;•A` p,.;�W�! Office: (813)948-2220 E II .�4 1�.•• �� gC Fax: (813)948-2403 managerrapplesignandawning.com DATE: 09/24/19 CUSTOMER: M*1 pE cL Conforms to the requirements of the 6th Edition(2017) Checkers #3834 1605 Ad Nood of the Florida Building Code sections 1604,1609&app.H LOCATION: Macon,GA31T11 47$7.31539# V(ult)=140 mph 5505 ball Blvd. Exposure category=C ,,, Riskcategory=ll sheet1d2 Zephyrhills, FL 33542 o Non-Illuminated Aluminum Wall Sign No 2 SgFt- 20.05 71.011 ALUMINUM (FACE) --% PANEL WITH 1ST URFACE OPAQUE DIGITAL PRINT W/ LAMINATE M N , 0 r 1/4"ALUMINUM PANEL (V 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY MOUNT IN TWELVE (12) EVENLY SPACED P CES USING VIEW 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY SIDE IttyI"j OI t'O irrR''312 , L ILD NG OF!CIAL - • 3:......4 i4 Proposed (mounted on existing wall) •`��°��`cE"`�F' °O� No 0044089 Existing (new build) _� �. +�: STATE OF :W Z O: :�4.• 1635 N. Dale Mabry Hwy. �� '<<O R O P•'�'�� Lutz, FL 33548 �i , ''•••••`��J�� /7 Office: (813)948-2220 Fax: (813)948-2403 manager@applesignandawrnng.com DATE: 09/24/19 CUSTOMER: „i..Orfwxks vE UC Conforms to the requirements of the 6th Edrtwn(2017) Checkers #3834 165Okf Ridge 0oad of the Florida Building Code sections 1604,1609&app.H LOCATION: Nlacext,GI1312f1 478731534" V(uk)=140mph 5505 6811 Blvd. Exposure category=C job 182Y19V15A ,��„ Risk category=11 sleet 1 c12 Zephyrhills, FL 33542 -n m Wall SIONNen-Illuminated AlumsNo tu Sq Ft-20.05 71-011 ALUMINUM (FACE) PANEL WITH 1ST URFACE OPAQUE DIGITAL CO PRINT W/ LAMINATE I M N 1/4"ALUMINUM PANEL CV 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY MOUNT IN TWELVE (12) EVENLY SPACED P CES USING 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY SIDE VIEW fof4f hULLj '�iNurrrrrtgr� Proposed (mounted on existing wall) •�`��►� ��••°..... No 0044089 0 Existing (new build) # •90 STATE OF :�� 1635 N. Dale Mabry Hwy. • Lutz, FL 33548 O P' N 4' Office: (813)948-2220 li •••,`� vr_�� Fax: (813)948-2403 rHn nr,�� manager�applesignandawning.com DATE: 09/24/19 CUSTOMER: John J:Oriando PE td:C Conforms to the requirements of the 6th Editlon(2017) Checkers #3834 165ORkad of the Florida Building Code sections 1604,1609&app.H LOCATION: Macon'GA 31211 47873315394 V(uly=140 mph 5505 Gall Bird. Exposure category=C job 1t12191tSA "M i1 Risk category=II 5heetl oft : Zephyrhills, FL 33542 9 ! Non-Illuminated Aluminum Wall Sign N © 1 SgFt- 20.05 7'-O" ALUMINUM (FACE) PANEL WITH 1ST URFACE OPAQUE DIGITAL = PRINT W/ LAMINATE M N , 1/4"ALUMINUM PANEL CN 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET—XP EPDXY mss, MOUNT IN TWELVE (12) EVENLY SPACED P CES USING SIDE VIEW 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY T l g[ ( ]DUI ONNO f'3'rICIAy ØIIitWMS Proposed (mounted on existing wall) E •�`�►N -••••R�,� ,� . •. No 0044089 'O t Existing (new build) • *' Y4 1635 N. Dale Mabry Hwy. i ��'; STATE OF Lutz, FL 33548 1 , , ;0, =.�` / Office: 813)948-2220 Fax: (81(3)948-2403 mans er a less nandawning.com ��p��At 9 @ PP 9 CUSTOMER: DATE: 09/24/19 *oary x 0dartdc iE we Conforms to the requirements of the 6th Edition(2017) Checkers #3834 165 Uidd of the Florida Building Code sections 1604,1609&app.H LOCATION: i1(acom GA 31211 478731 53 4 V(°lt)=140 mph 5505 Gall Blvd. Exposure category=C job 1tt119ASA Hareraflon#OOM Risk category=n shtio2I Zephyrhills, FL 33542 6NON-111UMInated AluminumWall Sign N Sq Ft- 20.05 ' H ALUMINUM (FACE)- PANEL WITH 1ST URFACE OPAQUE DIGITAL PRINT W/ LAMINATE ALUMINUM PANEL CV 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY MOUNT IN TWELVE (12) EVENLY SPACED P CES USING SIDE VIEW 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY C1TV+i3Y'iAs"f4 li"i�.`.hl�: , lir"UI T,>Tp►Li�iG OF≤;ICIA L, t%alIuigh��' (mounted on existing wall) +�Q- \11GENs+�tiQo;w Proposed_ _ s No 0044089 ; Existing (new build) 1635 N. Dale Mabry Hwy. %P STATE OF :4i: Lutz, FL 33548 S 4: :4r ' Office: (813)948-2220 p •'O P g/9 Fax: (813)948-2403 � managerfcDappiesignandawning.com DATE: 09/24/19 CUSTOMER: Conforms to the requirements of the 6th Edition 1201 7t Checkers #3834 a �ocaTioa: { � of the��suikfin9 Coae sections 16o4,,c�&app.H 5505 bail Blvd. CiA 31211 4M 7315341 Expo=140 mph Exposure category= Risk category=11 C 1 d 2 Zephyrhiils, FL 33542 Non-Illuminated Aluminum Wall Sign No 1 sq Ft- 20.05 71-011 ALUMINUM (FACE) PANEL WITH 1ST URFACE OPAQUE DIGITAL PRINT W/LAMINATE M N C r cV 1/4"ALUMINUM PANEL 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY MOUNT IN TWELVE (12) EVENLY SPACED P CES USING 1/4-20 x 6"ALUMINUM ALLTHREAD IN SIMPSON STRONGTIE SET-XP EPDXY SIDE VIEW crrYv spl� rLl -f l�ul!:.DING oFrJCIAL Proposed (mounted on existing wall) ........ Existing (new build) ! T/ NO 0G044089 - I - r ____ - I !'0 i * 1635 N. Dale Mabry Hwy.J E c / 90 STATE ;Q` Lutz, FL 33548 .�,n. Office: (813)948-2220 1 •i Fax: (813)948-2403 �N1A �NG�, manager@applesignandawning.com i i DATE: 09/24/19 CUSTOMER: } FEU Conforms to the requirements of the 6th Edition(2017) Checkers #3834 166 E1kd Ridge nad of the Florida Building Code sections 1604,1609&app.H LOCATION: G 3t2f1 4787315 V(ult)=140 mph 5505 6a11 Blvd. docorjiet Exposure category=C C job 1A119ASA ,�„ Risk category=ll shM1cf2 Zephyrhills, FL 33542 NOTICE OF COPYRIGHT© 4.0 PROTOTYPE THIS IS A STATE APPRDFEB INBUSTBL41,MMULAB BU11bING Plans:Checkers,Raly's Modular Plans by valiant Modular CHECKERS DRIVE-IN RESTAURANTS, INC. These Plans Are Copyrighted under Intellectual copyright laws. These Plans have been approved by the state Modular Building DmWsion Architectural Works.Building Designs.,Weather in the form of '38 or Industrialized Buildings Division.Only those items listed on the site installed items list on the cover sheet are subject to the review and inspection by the local building architectural plans,drawings,or the constructed building itself They are not to be distributed or duplicated Gall Blvd and 9th Ave department All buildings constructed to these.plans will be state and/or third without tne ex r�es�errn�ei«,of Val�r,c Modular LLC Zephyrhills, Fl 33542 label«,Indicating�amm,YiancetDula state adopted idea party GENERAL PROJECT NOTES ABBREVIATIONS CODE INFORMATION SITE INSTALLED ITEMS SHEET INDEX 1. N ADDITION TO THESE GENERAL NOTES,TIE BU1DNG MANUFACTURER SHALL SEWS TIE LB ANCHOR BO.r I.w L.AF1UlE s6E Tra£ aaW-x AESNAWIIS INC. DRAYWIGS MI)S'ECIFICATI0NS FOR OTHER SPECIIC NSTRUCTIONS AS IIEY MAY AFFECT 7HE u ANCO FLOOR LLASAM LPIUWNAMNA1 LOGnxE 1 1 SITE INSTALLED ITEMS AYBB GENERAL CONSTRUCTION OF THIS PROJECT.DISCREPANCIES BETWEEN PORT1O15 OF THE A/C AR 001(51015 MAR MAMRW - alWB5 LEUFI: t 61 CONTRACT MS RENTS ARE NOT STEWED. THE MANUFACTURER IS TO aARFY NW THE ADA AIEaTW$r/OSIB TEES ACT MFG MANUACIUIE(R) An1CA91E COBEF NOTE THAT TIPS U51 DOES NOT NECESSARILY IYMT 771E ITEMS SE WORK AND CONTRACT AND OWNER ANY SUES TEWED.DITCIAEPANQES POOR 70 COMMENCING WUIC MIS WNW - W 1/BMaY ALA aIIDING 2x7 FlADA BaB5 CUE 6M BRAIN MATERIALS THAT MAY BE REWNa.D FORA COYPLEIE NSrN LAI1ON. Al SITE RELATED MlCAAIEC01 COWR SECT ',` 2. ALL CONSTRUCTION SHALL COMMY 1WTH APPLICABLE STATE BUILDING CODES AD LOCAL ?OA AA7OWWIECI(IIN/u Ilk REVSTIAI PII 5 2x7 FORA BB0116 CODE,PDARE W7N EDmal ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL RESiRICT1U15. 91E CONTRACTORS(NEST CQFLY WIN WIIIRACTa2 REa5TRAlIO11 fUFI OAS CO£ 2017 nOW 9AD15 CLUE FUEL CAS 1M Fans 1. THE COMPLETE FOUNDATION SUPPORT AND TIP DOWN SYSTEM. REOIRFYFI IS OF ALL GOYERMID AUTHOITES. ALL RED1RU(ITT/COUNTY/STATE B BLARD iY ULLI T MIDae FUELI1UAL 2017 RODA B IDI G OBE,1 0 CAS,5(5H FD,NN PERMIT SHALL ACQIINFD BDF E COM/DIOIG ANY COi5IRUCTI(IN. ) Nit NOT II OAnRACT m BFDBOO All NEC 2. RAMPS.STAIRS AND GENERAL ACCESS To THE BUILDING. S BALDING MANUFACTURER SHALL MAINTAIN aE COINIEiE SEE 0.PLANS 0.APPROVED eu ____1N SE is sGVE ACCES4BITC 011713006 91D15 On ACGES$1TY WON Earl 3. PORTABLE FINE EXTINGUISHER(S). PLANS NTH ALL REVISIONS.ADDENDA,AND CHANGE ORDERS IN GOOD CONDCDOM NTH EACH BDG aaDI5 BUILDING MAMFACIURED AT ALL HIES EID5Y 2017 FLORIDA NRN5 COE ENERGY CON ERVATON,CRI FDNO1 4. BUILDING DRAINS,CLEA/1OUf5.AND ICON-UP To THE PLUMBING SYSTEM BELOW THE • CENEWIIE OG 01 CENIFRf51 OD LFL16 OD I" OE a11F. FIE 2x7 RDRDA FEE PIEMNDDN LOBE 6M Fdnd FLOOR.FREEZE PROTECTION OF ALL WATER SOL AND WASTE PIPES LOCATED OUTSIDE OF 4. NNE BALDING D SHALLCTIIRER PNl FEED DEAL? ALL C NDIMATE AND I NENSIQIS PRHat TO 205 06111 OPN0 MOSS Zane OASSIICA1(5I CI-CNRUCOL BUDDING THERMAL ENVELOPE. ANY WORN AD SHALL BE Rf.'S'ONS&E FOR ALL WORK AND MATERUl5 NQUONG THOSE OA CLEW aN O POSITE NAD FUB•S ED BY SUBCONTRACTORS AID DOW CNOL DID T OP OA'09E �NC B (81965)PGA A(AV)LESS 11154 50 OOCIPAITIS 5. ELECTRICAL SERVICE HOD(-UP(INCLUDING FEEDERS)To THE BUILDING. S. STATED WENSONS TAKE PRECEDENCE OVER GRAPHICS DO NOT SCALE ORANNG5 70 ) 6. THE ELECTRICAL SERVICE DISCONNECTING MEANS INCLUDING CT CABINET AND FEEDERS At.l IUIE PLAN REC OIIOEIE PD PNIIEm IF MY DI LACARONS OCC ARaIIECT SHAM BE NO1FID PRIOR TO CaNINWD ITS WORK mONT (at)CgiNIE PRAM p i5ICK NAM ATE DOISTVICTIDII 13W D WTEIINS IIPROIECND TO All PANELS. Az, IIFTIECIED____REaG n.W5 F ANY g5GLGCA1TCE5 OCaR. 89 O"IEm-ANURIFR PLC 6 B AEA/ICD1T ALLOWED,aE SWRY.IO Nab.MANR"400 SO R. 7. ALL METAL FRAANIG MEMBERS SHALL BE BONDED TO THE BALDMGS ELECTRICAL A3.1 ROOF FUR a RUE OETIAS 6. R SHALL BE 1HE RESPQISBII7Y OF TAB SITE CONTRACTOR TO LOCATE ALL EXISTING Cpp1��R CBNBA tYTA75NG PRx5FD,aE SDRY N'-0'IIa,952 9O FT SYSTEM. THE BULDING OWNER IS RESPONSWI E FOR RETAINING APPROPRIATELY A,1 :FN91 PLW PIP P01500 PER DOI?RE FORT SITE BB UTIITES IWETHER SOWN IERDII OR NOT AND TO PROTECT TIEII FROM DAMAGE TIE �) P9 POADS PER SWINE IIW QUALIFIED AND LICENSED ENTITIES TO DESIGN AND NSULL REWIND BINDING. CONTRACTOR SHALL BEAR THE DPOg OF REPAIR OR REPLACEMENT OF UTIITIES OR OTHER 054DIAMETER Pi PB59IE 1RU1FD Alt REIWOR FIEYATB5 PROPERTY DAMAGED BY OPERATIONS N CONJUNCTION WITH RE EXECUTION OF THE 000. 1100 �Oil 000OR �TTID) B. DUAL ELEMENT EXTERIOR EXIT DISCHARGE UOONG WHEN NOT SHOWN ON PLANS. AS1 EXTEWW F1EV70S 7. MEANS,METHOD$,SAFETY MEASURES AND TEMPORARY SERVICES REQaED DURING OD OOWISPOIif 0.NW5 9. HURRICANE SHUTTERS-EXTERIOR GLAZING AtD DOOR PROTECTION. A BIMDNG assua: CONSTRUCTION SHALL B AT 7HE SOLE EXPEENSE AND TIE RESPON9Wltt OF TFE BRDILG DDWnR BIRAER SF TO "VIDEO MAN FACTUER AND STE WNTRACTOR DWG BRANS �D N10,F/pXAME) eA9:sB1N6 Da 5Q F,. `` F BU IEgIIEDIOIitS"N" �IB 9L Fi.(WfL1PED 9'ArD t 1.ALL SONS.INCLUDING TACTILE SIGNS,UNLESS OTHERWISE SPECIE ED. III Imes E&Willey.P.E.PROCESS lILY 010621 56 & ANY OETAI5 OR NOTES REDIMMG FRED YHMCATTIS ARE TO BE DOZE pIBNG TIE BD 212 010 BOa (WA 11090(5 RD TOTAL AEA:952 SL FT. 12.CONNECTIONS OF EIECTRICAL CIRCUITS CROSSING OVER MODULE MATING UNE(S)- 212010ag PA 19365 9. THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION II6ESS APPROVED BY A TEXAS �i 1Blr NI PMOUN)oPF111C DCOIPAILY CALLVIAi(5I5: (MULTI-UNITS ONLY). PEPTIC Toil REGISTERED iHRD PARTY AGENCY OP EIPMO 0131T SE5 CR�OILE FLOOR OSE SONIE PoOACE OCCUP�NIT OU OINNER SE x1PA15 N OF 13.STRUCTURAL AID AESTHETIC INTERCONNECTIONS BETWEEN MODULE(YUCK-UNITS 10. SEE SEET AIA FOR LOCATIONS OF DATA PLATE AND TX NS(WAS .I Sr.SF SQUARE FOOTAGE F.P. FaG 0051010(9 SIT 170011 9KYNG 9HE1i115 I SET A(HON USE 952 92R. 1:A0 5 - R Y Sao M i OF I _ 0 _ 14.CANOPY SHOl1D5. : •.!<. I 1117 FFHAT. FM RETARDANT IBAI D 9R SOE/E�0 mSSS5C�/IEALL I SET - 0 - 15.ALL ROOF TOP HNAC UNITS AND FANS AND GOOIER/FREEZER ROOF TOP EQUIPMENT 1 �P AWE FOOT TNT O1 51111055501 1 6 1 OUTDOOR SETa5 Y. - 0 - 16.ROOF PARAPET WALLS. STATE nRwD(xO� � SNEER TOTAL 1AHR OF OCTWATY 5" - STA7E OF F.Y. FEND Wia}' CE 0.855 9J9FI SWE151E) •UMOCMFED AREAS 1NOOCE:FEFIDR/C04ER.WYI2,CLOSET.AID Ws11AAE Av EaAWID1r PLAN ••' GYP DIPSUM TEL iBEPINBE '9((R NBIGIR MAY B AS 611101010 DOWYEFS DIME PEAK TIES 803 515501 DEVA1(5S 1(9 Ill. HI OF TOTAL ER7S 00011 10111.EMIT PRODDED 2 AL4 �.,RESOpON 0(061015HAD KNOW= TOP OF EOESS IOM PRODDED PFA EEC 3r CLF.•R CE 00 C 0 Up 050901050901101105115 " " TIE LOW OD OE RED.BD MFN5 OF E0155SAW.MOT BORE TIE(BOSS APAOIY'101155100110 00 A1.1 0017 Alp WIDOTI SOEDIJIE FIN( MOAT BO N AR DESCRIPTIVE SUMMARY OF WORK W xsoE BFMRxN 0541555VIP. VERIFY II FEND Ill. x LED a / Wxr roEmnaraEo"TIE RE MORE 5001115 (51500 BABNG WU N. _._._.(0 H(0W) SPECIAL ONDITIONS/ LIMITATIONS 1.ANY AR GAPS BETWEEN 16001 6.55 AT FLOOR AD CEILING LINES AND ANY OTHERS lIlY 5101 THE WON NNQUES FOR LABOR.OSED NEW AND URANTEQAWSEFIT 10 NO,FWSL MI)OROYWIE ALL SITE INN R W/ WM AUF OXSIAICIION-_(0 ) PENETRATIONS THROUGH THE BIALWNG ENVELOPE SIMLL BE CAULKED,GASHETED. WORK AND UIIITE5, A PROPOSED FEW IESTARANT FOR 1W•TKWER'. TIE WORN 91ATE rr//oC "TER CLOSET CE111D�._�_____.(O 11011X) - WEATHER-STRIPPED.WRAPPED OR OTHERWISE SEALED 10 UNIT UNCONTROLLED AIR 110.1DE All HEMS REGALED AS ARAN ON 1HE OWAMNG0 N ADUDD{ALL WORK ASSOTAIm WITH ,p TM SE1 ROOF FNB5 KA1 F73 TIE SITE OELEI.OPYD/T PAROW i>E 16.010 5 NO iM NABk PORE ALAN SYSTEM REQIMD WIG,4 1195 C. TRACT YS.LAID H A I LINE STE NT AN 5 TO SYSTEMS, TDB HOOD BA4 MAX TRAWL OSTANCE 2020'(2520 WM SPNTIOEA SYSIFY) 2RODEN1 PRO RODENT IS DESIGNEDAPPROVAL B RI pi'OTHERS,E WITH RE APPENOGI F 5H AUTHORITY.MSEALLED. 522 FOAM FRMNO PLW BRDMD ARE TO BE PROVDED IN 7115 CONTRACT. ALL YECHANIOAL EQUIPMENT AND SYSTEMS,AS AND SUBJECT TO THE APPROVAL OF THE M SITE:TIO"HAVING 0.BOWELL AS ALL ELECTRICAL EQUIPMENT AD SYSTEMS ARE TO BE INCLUDED FOR A CQIPLETE OPERATING 55100 REOIIIOODS "TER anE15. a REOIIwD LIMO 523 -P112e5 OEVa5 SYSTEM NN COOIDNNATNN AND INSTALLATION SESIBED. H.ONLY FACTORY BOLT PORTIONS OF THE PUINISC,ELECTRICAL AND GAS SYSTEMS M.I PUAB5 PUMA UYAIIn¢ 1 REOIWED LIMO COVE BOON TESTED BY 1WSI BUILDING MANUFACTURER.ADDITIONAL TESTING 5 REWIRED FOR COMPLETED SYSTEMS ON SITE PZ1 n1TIBIG SOEBAE a OETA15 15416120___...1sT REONEp 4.MVAC SYSTEM BALANCING SHALL BE ON SITE BIr1W16 i01MnTI1S..110T 501 P31 PLOMIO HAM-(MOTE 5A10/OS KIM ALYFSS_......_M'11DED PI.I PIlIB11D DEDL5 LIMO S Pk7BTTFD._YES SPECIAL x4ECIM NON s6d NOOD5 TNT 1 W.1 HYAC PLAN HOODSPRE9Ok N/A STRUCTURAL NOTES SYMBOLSISSUE DATES "' """""`� N.I 10NO,auu 6 WI FAR MI ••Q DEYATIOM NOOr E1� METER �/^TIIAIFR xO1E:ND LOAD CUE DATA APn6 W 010011550 CfAOdi Fm NJ rWS Orr. D1 HA DEYeWB CIE • ISSUED FOR ,.RTE AaNas WABs EZ1 i PQrm PNMI B RaF PONR P1Ax Thud Psly:HWC R Ac I s. T B0 NOCATE5 /--/---- I rC 9RD--ORUET R1,,_N_p _I75 MR MAINE 139 MI AS 1627 3xNMMyak Ave. NUMBER YOB, CLIENT REVIEW: S90 YCAIEWW IIaRRANE --i° Eat _FAIRYSomIRES aEL__CIWCRL MMOABtn Churvelar,FL 30616 WIAL ,AM 5, PR®II II GIPOAS[01 ICIOFT__AA14 401 (717)-354.9151 I]I ISSUED FOR WORK a 0150115505.901(5591 5410014MM IWF39M5 9occED AE AB 201E(aEa5 IOM _ •MMABFII olQe DOOR NITIBIR PERMITS: --/--/---- FA Ci(/�EE/�W�� TH 01)MO00__ .P.e-ln AM) %Df Au No wr B BaOD Fl FOUNDATION wW 1556 9MEOME CODES ARW,NOT NI 590 VIES All IABR DTECME ALFAS) NaAA NU MBEA I ISSUED FOR S a NEW IDIC _P.e.µ2z-sea P9 Z �m 095155966 PAP SECTOIC0NSTRUCTI0N: --/ -/- z I=OIYM)._A PS'. as A TIPS Vi N el 1R METIER cmm NOW A. 9 M P D �.A g M' DA M "A"ER"�7 LAST DESIGN _ A'SUM svFACIOLESTAME _I.0 n. /--/--- I-S18 PYrt Flo.2581�068F MIN CAROB T,A NUMB 9RFFP EIEMDRr BULLETiN: i(TIE EFECISF B BREnNG 91N Y E 50110015111 TIE maML AapaNa 8Cl)1 ra Fa 1�K7B` P/D W10OTY(AIR)- MA1BI I 110101115010100 B9MEB 00110110400 HEATED OBOE FINE RA1HD tr 91101 AMT NI ACEOMTE 0.00 ALOE 550001509050015 UDARS FRaB1T �l'A""••+ fl1.WALLS : MALI NO, 2_BI-0O6� I. OERL FWRENT POW P001110.150510145 EIIDm 510001 IaWL LET BI/ 50 195 1A� B� x901120 C 1.500 NERTMSY RF90YY MmBAER 1108 rd0O19F PIWW APPROVAL.BATE ____ ( ) 9EET 1r-WTLOGIB A 90WD PB11a aaOM P161m5N IJceme N0.91EP42 NAASACO 1191 IY var,.e EW 1A�f ILGriGn LJA� ♦'4 51 A.SE QL¢OORMaO4—DIA54AFD) MMMtlt< BOB Yes I. SENT PDIBBL ___G157 It iM9"IeNL a 519 1(5591 DE9 CITED I 901 "1'---8 OW ��ks CITY OF ZEPH I RHI 7.RAMC SF39B fOtlE 11F95TEMJa T FRAMED SILLS ®1901 MA1BI lTI�l f NITI� SDI �� APnM LDOAMN 510001111900)11(10514. T0 1111 WOW SBL1BAL PALL RAIED FIW SEAL �� a FBW SCHEDULE OF ALTERNATES FIRE AND LIFE SAFETY 8.00 BAlDREVE SEW—_�9 MPS A 91910 R401H CCEFF1O311 CS-..DON ItI N9A7Q MDfWNIO1 i. MIT-1 COVER n.NALr95 fl5OMM. U1ELW RACE PNOOIE ENIn SHEET aEY1115 ,EL5 �[ t ®' • "RE VIAL Z FLUES &W 110050150 - RBI cam HOW 3 ROOF 916E-FLY MFIBRA E R0O 515191 0109010/ SYSIFY DEYOE A15 USE WIMBNOIS PLANTS wAffi EI1O05 P________ 0006101 BATTERY OPERAND NJIOAAC FAUCET - Projsd III ____ A9 5101 �� , SPAR NNE 9 FUTIDAAON MAN DOWN 4M v/51111.05 FAOUT P111501 N 90006105 016.c TO INCISE FSMWAIE FOR(Gill 50555 SENOR POST Al5 BTEC70 LaP FOWDAMN /�L/1,a� SPACE NNE 7 9aaB FlAWIAMN N1 055.115 SE NSPIDOEITY SOFa5E W`a a 8 PANIC AWIYLT RD 01TE REV I 1-3-ta GENERAL NOTES I. M.N1WUt MHO-SI°UCANK P61)1100111)10).103 IC M 10110.01100 S N•0.1.FROM FLOOR TO 6•01001010611100101110.1)0(0. WUNNWLr 10010110105101 TO ROW SRUCIUE AS 101 O TO SUPPORT ADMIONAL LOADS. 2. 6(11110 511010(111051010100)(9010 BASING)AG OEWAGR D Ol ROREECIED CEUD PNL 1 9F 111E PLAN P10 LOCATIONS A EXTENTS OF mEWAUR EIC THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING a' 101E01 SPAS e0Air ac`L�S itNNAL'RDRAwwirs'i SPEca1n AA1na°"r R 105,W1E°WS NPO MA710°•A 11(10651101.1181. 60101110(12. These plans have been approved by the State Modular Building Division I ' RD°°D°DID"LL'"L'D 66(11181100 1011105 11105"'° or Industrialized Buildings Division.Only those items listed on the site installed items 7. COMMIT CURB C015 AT DOOR NM ST RONT MAN FACT POOIDT list on the cover sheet are subject to the review and Inspection by the local building °ET'AES AND SHOP 0Ri1MM li I. EXO11AL 5101591101.1061064100 NN PLAS1D FOAM N9RA70M AM department. All buildings constructed to these plans will be state and/or third party NA E A Ir PLYWOOD ME1WL BANNER ON"'ERo°SIDE OF R"1. 11. 0001110 P611105*6110110111 1101ED O!EXTERO EILVAINN5 labeled indicating compliance to the state adopted codes 10.SEE FORM PLAN 100 MICRON DEVATMs FOR UIDIT M WERO FNISIM 11.NSTALL TT6H CO M ROFU NIM EA SAMS DER S /GMAT METAL P1060.0 PROW E FWD-NRm 10A11100 810.80 W W MEAD A71NIG AT ==&ELF.S I FROADE 16E 11111100C1181 6A10 APPROED 1041)10)BA REN 6(011106(1054)11.110.MND1E ALIDNAWS 616Th M SO FLAG NNE° AR A MOSIUE BARREN BMW ALL UMIOR FE9ES 12 FMND ROM 10115 94)0110 E PROVDED 81 10110 MUSS N TE 1001 664.00 11 SEE INTERIOR FNS)11(006410)0 110 ODIC LEE 04 GO NOT SOLW 110 1510)611 ND W TE STMNESS SEAL IS USE 0000E-PALED THE IS 0010 10 UECMAL 1010/10 NVAC 100511 110 1.10110)01 118141(11. REGWOMG FI T RES.000 60154601(058119810)00 AM EOIBEENT 9DM ON INS PLAN 16 TYPICAL°EOSSED CAN FO1 ro E CDUEIE°IN EUIG 11.0.101.0 17.1510100011.11081 NON NDM ME 111.8110110/818111 011001016 16101069 1I SEE 1560 0.110085110.1011 SE1W1T P11)110 LOCATIONS E NEED MONED 641006011211061105 - q__ ____ IA•a FLOOR PLAN CODED NOTES Q 1. NO6)0 11 RXFD EIECIIM51111010)01.00)101150081 Y1. 05 1101110110 BY Mau"MAIIFACNIER WaRMA N/()1C 064L 100506 31010E Bradley,P.M. 2. 81116641.11510 6100-II(11000/101666 P16 1�M.1 D 212 FAa TOMB FLOG PROVDE IU FLOOR N 000ER ODNIRAC1M TI MME 101 F1ML IIRIIIT cOM/ECDOMR 1+301581 PA 19363 t5 M. 1 09METER. CONDMAIE LOCAON TI R/CIA(16.481 Mm AM AL unm 110 11 61 ,, -I'7 � --I--------------I--'� A WALL MOUNTED FIEEXIPINISER L.IC �•pp:/�/��/� S C 14811 601.1.111010100 DECIM EAR AT 100110A101.COODMIE ACCESS EN 16 » I LOCK UNIT CNPMY ND 10101 010)101111010 ro E NSTP1M -_-,••� 6 WAILS 111110 MM SIN 10101010 I/2 WpRNU°eA1EAB 11 M l� o I OF NOM-STRU.TW1 PLT1dD FROM FWNt ro N•865 NSA t/Y F/SNRG IY--e I I S EATING FRON AB•fns ro r A IMF Er111O WATERPROOF MEMIBRAME ° * WOPSIR RMSS ro WE MICE MAN AD MAP UI WALLS,Y OI ON 10 FDOR A6 F IY iTAIE CF I I „ 6 MDT USED '11(ORIOI:• F ,M I 6 MN DRAN 70 MAI01 SUBJECT TI LOCAL APPROVAL 27 n I ) 10 NNE-DRu 5000*.ALE 510011 10(164.0 11. ADDED 12 P611611 101.Y 410 SINE REGION FREER/COOLER MD FAG OF WALL 1 VGM O . I I 15 16 FLAVMD 10181)811161011)0-1561 BY FEEIDf/CONER MFG ,Wy 08 ' I ) I IS CO 10006 SEE NAL 9887 _ 5.C I Ili DECORATE COWL 11111010.)11111010.) OM P Br 00)101110 110110101101!t Oc - I t 1N..1BTML HEW 108,000 PARUPE;ROOF iA92A NO CAMF105;0%M * A `� ( I I O MATWDS REFER ro A/ALl fOR ROOF P1.W Ili TMNIEs5 MIEN NEATER SEE mom WM I T yi --i --- ---- ALERICIORu1010101EIEC 10NO FMCNERONA7ESP20Ge25 -- L 711 STNESS SHE.COMBERNIARD.N Off roTOPCEDOOR FOR•_Y _ _ ___ I 106 NOME 81(SEE 10115 SHEETS)SEE DETAL F/A73 FM P101110610 116T41.. E.TAO LESS STIEROM 5091E(SEETON.N),AAA) D 31 I �.STANEA SIFEL 9EIF.(9E ENRPEIIf PVN}z I 1.PA RND LOT 01 (9E 15 Nrra1G1 1 I I 7O.SDE wXs(110.010 Slim I I I 31T4510111101101006 aEMME 9•06 25 I I U i --- i Thud F%rT.HVIC A ` ' Ac.7ne (I 0627 SAMmMydkA1e. CIANwNM.FL 34616 (Cooler .By CNr!ea1) OF, I � I 75 1 I L_ I r SYMBOL LEGEND (717)3848151 S J ---- I - ---------- 2T DTeVE•EENM I AINIL'T MAIEML FMCI ® -ORAMM NUMB '' 8 11 9 OD 1• I 6 ° 10 I ROOM OFNOIEs ROM x108 AND N11H1! WMRf.111E V_B ® OpNP,ArEy 1AW1eNs //µ1 INIDUO MA1 M NU BER•SEE N1BMM FLEVATINS OF FTO0NS M0. I 15 • WAIN GTEORV�.�. IF °1LUJITLf : yip ® PAM ADC",WDar N1a1.SEE WMOR s1EDNEF/A1M F/9TM F/917M 1081 ® W.'I LLS E I DGM W1B7L 9E GOAL saNGR1La R.w 106 2581_006BF ,r- O COE MORE FLOW Ill,{• I ) _ 1)46010)1110 y LB ERw I m 11)050)1.111.01601.1111.1141010 IWMNEW'TXOE TeE 1 MANIC P111)10)9)1(609(0.1 (r REV 3 1-2-17 m ® SRD SILL W/N91A110°•SEE 5011161.1001 810011506 DOORS 511)11.10 PROTECTED EASTEIM METAL SUPPLY MIRRICANE$1011185 to 6 16 TEXAS PFNTDUCT EVALUATION 911-47 ° I 9NLrTER5 5N�AL1. +Nlsruim ON 111E 'q SCRON NAM ELEVATION W.MW R „ se o'.81 uD>E . NN PAVAILABI PRODMTA E KA 110900111081101010109(11.1000110 WAHPP L ______________ _ UPONAVMABU R UCSIEOEOED 10WTN1011105NCABAL 11111119116)0)10111.181011061 05115 Orr WILL CATS AID 9111 5411080 FM aD AO ACC AL1.9 CO$L°0515 RP.EL 1A11 1Lr CO MY AURDME _. FOR AEEPTMCE CE 9001 105101 ND AO161 91X.1/16 CMDAc1M PROS10 FLOOR PLAN 561)6(181101181). 1/10•1'-0` NORTH CEILING PLAN GENERAL NOTES I. FPAMNOUILg08(119085 1'NE FRBe FNMN FA ff ro�FM FAff-NOT FRNWAG 10 2FOIto0A1106REOR FTO1T EiLAY N 881(8 998L BE 115111101 AS JUCATIE 18ABN05 F ROT 181ED 101118 10 81 81/110(0 N AREA AS 91018 CEILING PLAN CODED NOTES • 1. PLUMES)00181600(BY 81100410 00 141008} 11srw 2 THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING 2"O N PACE 8018080 TO NO PMI ED cYP9N 1888uD aKR CO RG B0 FRAIWAc•Y-0'D.C. 1 LEW ff Ci910".. !. 81100 CPA TIM 810fl1 MAIIST DIET 1811 FIE 8AMET LP FROM ROOD These plans have been approved by the State Modular Building Division ro IFCCT N`� R/RE AL X15) i 00(1 BY CC( /AL 0011 Y15 AT S 11RE0.ALL ND SIAL AL BY EIECRN'G EG SFAL WIW6 AT BOIN FIRS ND SEAL ALL Pt7EiRAi8N5 or Industrialized Buildings Division.Only those items listed on the site installed items . TYPE I OI4p1 811181ST 11018(100 CPTOCICD COUld 1E4AAOL , list on the cover sheet are subject to the review and inspection by the local building °�°R LIGHTS(ME IIE"B°'E 9�rn i PM-FN D WK DONL4WT. department. All buildings constructed to these plans will be state and/or third party BRK W51N ERA.TR ff 11 ALERD BOND. labeled indicating compliance to the state adopted codes 11. 9040 J1mBN E Bo.dky,P.E CEILING PLAN LEGEND 212FmT I PA I 11' u e B f wr FOME 1 Ytf5O8000BE :• w.� ••••'.L' Y.Y 5011 FD(88E JITAATE.Df L____J 81080181 J � RER53D CNN Wlf 8Bf8 .4w•**:;�:.?- I I it y COE POONrt 5811. ,'``.L ` _ -- 4 - I SiPRY AR OR55fR ' vl-s> SOFFT I 00 p 9PRY N!0801008 @ ; IT 8011111 AB OOl $B17UT f8 I 1rPj - ff110TES W10B8 DONIRS FBBi 10118581OERO1E5 41116 IE181T CW9Y BORI 4UI6 AE \Vl% I f J 0t WADER BONG 010(180 �. _ iN01 PAMi 8401. SEE 0881 50800E I.O I ® 1(8111 ro eOTroY a 0488E (0101101 WALL PIE-SEE SWET 0 7Li[d P1My:HWC&A.9.10c. /1 [ 1627 SoNDBlydk Ala {Cwler 6y OIt1ETsj / B -1 I CT if I EtOT SOFFIT ® E»5A8r OIEtF {CI�w1-59 614616 QII SECOeY CAIOG A®DY Aw.9YA. mH Y0111ED OER6ERBY 54N111Gi�=® 801 7 500011 CUM 8.111FD REOE�EIERff11CY 0 7 P1OCW I oavAAc B1WYe.F NE 50010 F1RME�ATIpfY TYPE O n A, i 41110 BOAMD 8003 Y ENT 981 18181 OORS II 1110 AFf 00T0{� 1 T 88(188 801 SOFFIT (8 78184(5811 891100SPIl FIN MWAAl15 OF 0 Pu RFI 2.581-Oow 11 cam=S TART PACT B9 FID011 iD0 (_ APPROVAL 861E 1-5-18 __ ®116 BONED Dow=518140 801811E YIMEACR11FR VeNnt C.pp ME SO• C___ a BALL 818(110 0814(107 58100 00081E }A111K.7 CT-1(ACT)REFER TO M1 01-0(10100(8(0 ONSUI)8100 10 M i j�RFT E g 1 CAM <1 9(811100(1081 9 --- �- --- -- - -. A T PROOLM 1018001180891010111 AEE 10 BE 11001108180100 0__880# ANY F _ U V\ *0810811180 CC 81O11ED ACMR WIOI MIN01®(81 85 N WLOB 8801AO OIN11Y.COBILT O.ERS IEPAWITAOK#0 9B8T SA P 1S OR REFLECTED CEILING PLAN aD 1� °2, _ PI RBL`4(9`1.8°"CDDRNIE:FDR MC CL ff ff 96S8ro11O1$ND S(9FPLY8D 801011 PItlOf ro 5- 1I41-00 EJOR,,, .1 1 K`w oE.R GENERAL ROOF PLAN NOTES AT N m 1. RE BIeAW MNRFACARER Swu COOIIDNAIE Au 1151K w1R R4ECmE AtADES DEDW/FNE/ K, IEQ1R WOOLS NO OAIEIL TV.MMT PEE ROF YAMEACIIRFR 2 TE BUDNG MNUFACIIRER 9WL MINY ERSIM oMBO S WAD RMW MALS NO SRUCIRGL . .. r APPAOMD SEANMT 11011,11 OR 10 S 6 AID CNSRWWY AND MOD TE MR AOIIECI Ml-DWEPANES BEINSER / : I) MRA'ACIIRHI i. "KAY" APFROM0 S,RP 1 RIIF MDN m NO NSTALFD MM MRIOMD RID w1FRAl HIMBS)ATGR,NUN AID NSTYL AS '.% %. SEAtAIII SfAMFs3 SEFL 6AAD NOIDNC BUT NOT NUFA nI.ESE EATEN 1801 I WQ WAIN N(s)COPM6S, S. RIBNAMaS/ I / ATIAGM 85 51 ME NOW.SASHC 'S 1ROM VN 1SR IMIT S OL SR NOWNG7M5.AT FOEDAAIA6/..O9RT %_. fAE NR feffAROFAND MM ROD 111D R A5N1O s a+< ��yA ATMOAEII6 M M ROOF•FIA91/PR01DE rN1ER Hoff SEAL RR RODNO 515111 YIMEN:IIRERY KALE.FEET Sflq(M9RIO PBR YAMEACMEA YE V ED BYBY AR N MMFLEIIN 1E ROOM CDRRACW 9WL E SX M TEE NOW 9WL BE 9AEIFR FlMNE '' fN EDGE SENAIT Au w AAuw �� FADER NO M1ER=0 KIN POSIDIE ORMYE ro 1E ROOF DRAMS AD NO PO DMI .;:.':._;'', .Ara n.+s nrn.sv..�Aw 4 MUM YYREACRRER 9Yu 1SMLL ROD NARARI m u1DRAW INSTAURI N ACCORDMOE MIN .. �' 't 11E ROOM WIERAL L51M SIM m BE NEIEIE WIN AL AOMPTARE PRMUCIS NO Y• '' NSTAUDON REARED m PROVIDE A PULL MANFATURRS MAIRMrr. ' seE®NON. s lz/1r -....�•. �..,; •V S QRTA,IOD FIINRASIIC SELF AHEAD ROOM SYSTEM •.:i!`•::'';'�.`:•'-''.+'�' "` NOW SEA1NG ROD R19AADGN ME 0.Y { -3•ROOF DRAM TO LOCAnON3 -'j[}} SHOW ON ROOF PLAN CNMFD FR2D.deRAE though PlspA ool k*d,®2 inches oor onu ,h*4 iochu Above the fi4ishd rod covamg ' Nate 13 5 SCUPPER DETAIL PARAPET DETAIL VENT PENETRATION DETAIL STAINLESS GUTTER DETAIL ,_,7.,0 A ,_,7.,O8 ,_,�.,� B ,_„f.1•4r D ROOF PLAN CODED NOTES I. FREEBA/OOO.OR C10UEOSR a RE MAKER[SOERSER,Af15 BT 51A8 G.C.1053(11.5 EIECIMIL THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING PEN`DNDAD,N m BRAZE ANT ROB`POENAwxB sa RMDE EOIIEEIDII."m MFET A D°` RSO1COME FOR ANT A0 AL MEaONDAI AIO IMMS FOR EMOVE Ns 2 18 1181)RAIF MEMBRANE OF PNN IT MAL AD OMM W 80 1014118(TWM.,L). SEORE PREFARR ATED ROOF EDGE 1FA15 LENIN INIRtA1E AS SPENED BY MNKRACRIM SEE MAIL 801.11 SAD These plans have been approved by the State Modular Building Division QTAIS I I 1 SERE-RY MEMBRNE ROFNO MEOMNCALY ATTA7ED On ROD NSUTAIRN•MM•RITE• BEE or Industrialized Buildings Division.Only those items listed on the site installed items FNRN E.BAdIe,t P.6 --- ♦ ROOF DRAM iR11NKl-SfANLLA SMu d•OEEEP BYE 2121-Tull list on the cover sheet are subject to the review and inspection by the local building 6 NVAC 1.1115 NO EDNIST FANS AS PER IEDIANCAL OwMN6 P601*15818.MIER 1080141 C/A71. 1 department. All buildings constructed to these plans will be state and/or third party I 7. META NOW EDGE CNNNJNS CLEAT DONW.SEE 8.81 801.18000510008)0106 5ELAEATDRs ,'COJE•••y� labeled indicating compliance to the state adopted codes fl..____/.I1 DOT PATION IDWAILS TAPDED N9RA1N OMR SPEOFED ROD 1ERWL NSMAAN(TMWA). ui• "■' '` - 1vEY ROOF ORAL 1 701oW MI m NSTAl11N•a NAFER R1 .41 YARE018*15 S _ IR6LIER1AM6 6G W COODNAIE MAN.8011115 OFTAPBED N.AS 1(551111 1 Al ROOF NS !1E RM SAI toMRRAROO OF AMS PER MCA(ED O AS IEA9IED FROM A LEML P1.11)15151551011 wkA MAD RIOF ORAR15 AS IDEATED N PEAK. ':, ATE Of DREo.'•'•3V' I PaaDE DaDETs a AL MEDfA4cA IIKIS m Rro1IDE Po91M NANAQ ARDRD RDOF ORBS(T)P) ��! 10 045(0 181(00115111111 DIID1E5 OUISR FAQ 80111 /1188(4110111108. 1,.FIB/NUFR BN NO ROOF BY OREA ------ --- - - -- ,2 RASRW WMER FREEIER/MOFR AID 116)81 85 FREM CODER MFG.OC TO CODIDNAIE AO I I I rriI I I n 1111)8.81.90E74R((8141me"2,='N.r m6ANema.1*. T �Mpl ol KR Ylode,ROF. 44.mnl uKroj,ma.DDFoov000g� C NOPY F MODULE C 15 049(0 181 I OICAIES 1010x6 OF PARART BRA K 11 9x E.(SEE STRWI15.SREIS) 11 ROOFIEIP SOEy1RW,SEE SEEOFEA10I5. MODULE B ≥' A1, '� ��..: rU� <≤ 17. As ►1 EOIFNIRR :::`: ``.s= r.... ,a 3-D•RODE 818 A1QS Dom N YDDULE TERCONNECiION YATELNE 4/8 YOWIE N71RC011IEC710N MATFIJNE A 7 /F to NSTNL 6 IE1 ROOF IOCAfiD AS 8104 10 15(01051 O 11,451/NIL AL TID 80 116 ( 8165 /SEAL ——— —————— AS ro MrertAN RMnRnefr REBY AP CDN1m R3FR m F1(EIROR EIEYAIIDISLLUYMA BIRlI11G>m 9N AR10MD 901 M101p(eY ? I � 21.Y DA YIMM ROOF DEAN FROM ROOF NfEN. NTAEM a MODULE A RlU g ( X R IRL NOEL WAIIESS sE0 ® ® .• MNL FROM MODD 7Ded PNry:I1WCk Ase.loe /l /ow"ROOF m 162'/81�hMynle Ave ,`:.#+5:»`` Clem-N.•PL 34616(CDOMCM By OitN:rs) YIN ROOF. AND AT RO IYUIOFY (717}584-8151 _ AD A FRONT. 6Ne � MOOUIE N7ERCONNECTIOF/ .8105104/8 '�WY.APIIPAL 1Q L1 ii ® a w 1`MoDULE..• :�:.;._r; :1$<:_:_t:r: :4.:: OE OFRODF RW. _ :�.rFa 4 CO ST.,1PE ..:. J MWDIAE NOT ALL OF THE PARAPET WALL BRACING ::' � ""'=< NiERCONNECAQR 81410131100/81 RNG"W°"'�IRr MID Vt10OT P.11)IS SHOWN FOR CLARITY Q 80,180)08.I"' 51(0.1051(m)I IT 3�r FIE RANI ATT.*1143 S01 0 CANOPY E MODULE pMANF zsel-006W I .8308411008 No I ( 01860501041€ 5-5-ER CERTAN7®FyS7EN1 SELF F MOANED 80005*O$55101-EVAWA1roN REPORT 0)8-1386O.L REPORT g TRU.R11656(ST51EM 43-0.45$A) NOAt 75-062'1.210 11./25711 till TMZ651.8.06 4tt*1 TK Leh 281K (OA11iI10PI/ Hilts R�4Df�l q��. lYlreaMNM WOEKIMIU Cl 020�e[D11 Ya MO 5U 618111* ^i" EMeRe„Y 1 Ypw t1.61M INE BNKAMRRe IS I R• I AME NM M.84�Af�e 81181* ilt 1 MEMBRANE ROOF FA51ENN1 — — — PLAN N7ENOR ZONE IY O.C. EDGE S7W ZONES 6.O.C. I ' DETAIL END ZONES 6.O.C. Project$ ROOF PLAN A.3.1 114 1•-0' NORTH ROOM FINISH SCHEDULE FINISH PLAN LEGEND ROOM FLOORS WALLS BASE J CEILINGS/SOFFITS REMARKS _F EOIX1ES FLOOR EWE B DENOTES RASE FMSN NAME 1 1 1 i 1 1 1 ' ' ' ' c.1 i� a HEIGHT _. DENOTES NALL TT191 _S CUM WALL ACCBO FM51 101019 • • • • • 9 E-Y DENOTES SO"(BODEAD)R" D•lE-fl1U PD1 O o<• • • • E_p _C DDDTED 1ET 19194 KS PLCM UYIATE FNSI Na1a1/cD1m • (SEE MMOR ELEVATOR FOR IE MM NCBFS 10511W • • • • N0 N11pN 014.101019114 TIEN MAMMAL:FINE SPREAD ND NIB111t FLOOR FMSI ND FLOOR 1000110104114 Sm-mELOED NODES -MM O11NC1L RADIANT FUN CLAM k.FLARE 51040(010-291 9D10-0ENLDPD 0111 (10111999110.110111 IC0910N11 NM SPA 257 E.11(105101(1119210-191 10-10930410 1(111 CUSS 4 0.22 Mfs/OP OR(REARM 0-493 FLA a5 C a�0. 5101(1 1W R(-2W.SNOE-DE74SDPEp IEIEX / I I FINISH PLAN CODED NOTES 0 - 1. STMT 1134.1119 u N 193 EmER LOGINNL JMD E.B1dky,PE. III 2. FIELIIR 10 NAVE NSU ATED METAL 1019111110001 NNIFMINE L 212 F TOM a COOLER 1010109.111104101060410 BY G.C.NIIR 1E INFT WS WN NSTNIED. Pk109.PA 19365 4. 93JARD.93011W 41194 93104.14. IT.P8k S MIND FMSN EF-1 L^ S 931911 010.19W SEE SPEONVA"6 FOR APE AD FIRML TYP F 4. yS a.2Ors t0� tiQ@f STATE OF (CDder EFY OThM) o I ( FINISH SCHEDULE:INTERIOR NIATERUILS _ 011011111W 516111 4019101040109165 SEM L !t I N I 019 140 RDA ONLINE 011019 1110-AERASSE;OMM OOWM NAS:SM-. 1 GROR LAXRETE COJN M'ro1N1Y RED' I _ I _ FLOOR llE - TEID:041.140100(0140-ARR&T&100110 0103 1W GRAY;SR Q1j1 _ I 6� 1 $, fAOIIE U1NIEIE COILR 2<'10171110 GREY' I I az•OL BASE TEL DLL-RE 93 10410 ODIO 9OR:0-365 090 � I 1�Y MIIF uApE1E-NIB 101W 100 ! ggg — 1110114.093 104.511-1(10 01191 MAY OIW SUNK 0-3045 6111- - --- = - - - - - -- I L - --- I - - - - --- - - - - - OW.' IAWM-RA 7U11N OEY 7hkd PA1ty:HWC k Ac Ine 1 1627 SwHMyltleAx (Code'BV ONreFs) --- F.RP.PNFLS NALL PNN.4 10101E SYYlIIO;ERE'SCORED NI1E C tOD-3M (9eNwYa,FL 31616 5 ME 1011E P9C OVISOE OXIM 1300.NSDE CONI—F— TDro (717}5848151 51931037490194 SIP:1305 O ANNL7 NFNRAYL { WALL PANELS YARN f.RP.PANELS P-TW ME FOR PAIE6 A D 11.6 SUE 400101 49111 nA95•r a j Cro6T.TYPE V-1 a3cuPANm E�N1eNE OF FLONE M0. 3 OF,CA A •YL PNEL9 Y/A/E 1191 GlEOORY B FR?.PNFLS C ISI ESN Sl1NE1DC iMSE 8'1•'SC1ED NE 6 BLNR ,�9E1DlnY��11 NID 900019 EAm)S•If snr.1nq D s1r 1aa NSDE auEx NOR EDro O ruN ft 2510-406010 THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING ALLOR FLOOt 57010155 Sh73 U GA 51101010 51 FOL IFI91Ff 1(ML ro 1•L IE BEIOD HOI. wD 100 AFPNDVAL WlE 1�411015410000 WWEACIINFA Vi°°"�FAA4 These plans have been approved by the State Modular Building Division PANT sm.MUN6 COLLMi L NNNOP a9ADW EXNA WM EGGSEIL �Q or Industrialized Buildings Division.Only those items listed on the site installed items I I list on the cover sheet are subject to the review and inspection by the local building 510ILCD 110 use 094931W 1001 10041402( 100A 2,54 AY�I .1 rA --� FINISH department. All buildings constructed to these plans will be state and/or third party GN'SIY O0.VD-PNif P ""'106 calEcnaE x111wr�7DM EX1A•ERE, PLAN labeled indicating compliance to the state adopted codes Pmjad#1 Nn EWICTS1010 0101015404401 10410 FOR SNSpIB1O1 010 ro BE 1EIECIED IILI UPON AYAII9ITY 101093 1001105 10 0110 107100140 NJ.110 44(91019104100103 10 COro1, 100 ND OINJ7Y.C1J9ET ONERS REP105O1A1RE NO FINISH PLAN A Ia A 9EPLINC0015(041°'"Cp1R01 W�:RTN,A all 1011991110510130 FINISH O41 1/4.1'0 NORTH . GENERAL EXTERIOR ELEVATIONS NOTES 1. ALL SEALAM USED SHNL E C0.AN HMTCIED TO 4k WAR BAWL AN AS IlS1ED. 1.M'MndMo Sha1I be Inet.11W YAiK SS 1PInds 03 2 M NWos a,d Doare Hal Ho+A Drip Edge AstANed Abo s Than And IrMoB.d Pa DrMt Spew('Men ApeAoobh) IB TYPO 0 17 11 PARAPET ELEv M X EXTERIOR ELEVATIONS CODED NOTES 4 13 TYPA EI V WEt1. WJNB 93:UCOWUM SCIPD0.E D 12 2 WPE6ATED NEDRID 991 PA01UN BY 5191\OUdt >< X 1 RIOWS EU LCTAL CiBN.RRR TO EKIERM TRBI SCREDLLE A. ROOF OWERF D0.590Y00 WLK-M FFEMR/GOOIER BOX (n E SECIAW CAMERA ] IUg BB(SEE PUE9U 9EEA)$E ETK F 72 FANPUEIRAIUR DEIK ...:. •,: :.., 6 PPE BOIIAR).9E OCTAL FAN MORE FEVOU TUN 21- '; - 7Y➢ A 0. GAS EER PANT FOR UERIR FNSH SCEDIEE ,pri 1E EIFC1WL EER PANT PER EIDWM FMSH SCIEWIE (1 1/t7 n.ROOFUP HEOYIUR/L E0.IFIFMF. 1 12 U9R FBINE•RUFR m ELECRPCN➢RMMK5 RFIECIED CU M RM LE®D FOR ADOIRM&WCAMAM t IS COMM LED UWIMG(SEE EIEC1MiN SEEIS) 14 RATER HEATER FLUE Mi DEWS F/A72 FOR FOM110 DETK• ACTOR AT THIIS IDCAlITL C09UNA1E ACCESS MFH LOCAL UMY C0.PMn NC LNNBMdryPACaMMlolle{ ..:,,..,::.. •.•..::� MUD• . ... -.... :,.: ,: TO E NSTMTEa DECORAM C0.uN SWEAT FROWN BY 9a AflUOR AID NST ....:: ' :,...';:" ... ...: ....:.n, •, •.: TOP DF SLAB AIIFD BY 0.C SIMUIIIU ...... .::v .:. .,.... 07 D -'r I ...: .... . BY CC PNhNhNE,P 16 ECORAl1YE 00.1Y1 NIT CM 59N0.M PROIUN BY f - 5RNL E NJEffAA1ELr SELT1R AID FLA9ED m EASING METAL RKIFNG —14——— P.RSFML(6)REP RDff FLAGS:LOC:A1ED AS MANIA PROLE BLOCKING&FLA91/SEAL Au. PUETRAR0.5 B g 7 6 --- B I As Rp m m ENRMI M713Mff C9MDM. �1< I --------------------- L---L------- �I I T0.ETA ROOF SU3EDI(RFER m SEEFi1CATDIS) ° TI-------------------r — L---� --- Rhe L-------------------L------------- ------ ----- 10.SAFETYCES0.SEE ETK N/A321.(SE iM91 SCIE0.EE) L � �L— —J 30.Riff ACCESS GTE atwrE oP 8.PRF(R9E0 IEUL ppMSPWT E/BOOT. EXIFTO U(UER9U1(D ro SIORL �dOR1O'�• LEFT SIDE ELEVATION 21 E%IBR9t Fl(eRil(E FUR69ED Br OMER NSTAl11D BY 0.G 116 era THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING EXTERIOR TILE LEGEND gUIE HUT Al OHMIC OF TEE These R- These plans have been approved by the State Modular Building Division "K . or Industrialized Buildings Division.Only those items listed on the site installed items ""� B°d '® . RT.AE°"° TEE aEr. 1 '- - i-a3 list on the cover sheet are subject to the review and inspection by the local building )P RSwood department. All buildings constructed to these plans will be state and/or third party �CF336 T labeled indicating compliance to the state adopted codes Fi1, ar 1� L W 9UE MRAITS 017E 'L'f /" __ FEN RE SSEP77� 9NIIE(MCAIES FE FEN TEE 2 3 T epwow17J 4UME 50.02(0110(00 TIM N N1093D HNI 9WL 'IhIdMJ:9WC&Ach. _ - E US D Al Ml.WADE CORERS (6273MRWJJAeAvn Ck-MQ,PL34606 ELEV. 1I6-41/2 FINISH SCHEDULE: EXTERIOR MATERIAL (7E,)•s*Aa(51 LENS 13 _ A®ILY AIPONL TEE(BY ONM(lt) 0.U6'OCUTSQCCONTRAST RED 6LOS5 13 2 ELEV-113•-4 1/2-T RO y MOAT:UM#IE NO.AS MOAT NE1E:EMU CAN NEIE WITH T.TYPE V1 OIIP971 CLEM SEAM ,1.MCV WMNss 10X11(0➢ACRYLIC FIB STA DNU 911 TM ER 8(01 AW111C CCAINQ MACSANE'p' 00.90 103 BATUW NIP:(011(0SNUPE®IE AN PLANS GTlg9tY 1105(01RL10EW As NOTED PER SECTIONS NU STNS NMN Y�IY(UL Address Number N '(TAP A • PANT sow WL'ALA go WTDW 91M E0.MIENT/DDDR AIRRO O(�) W.° 2901 (3" High Numerals) "P ff 4 n "A11"' 100 (,Im PANT SUNS NUMA 11NLY5 RD'Cam , 'FLOOR NPR➢YN DAIS v MMAMIJFAC11(ER CANOPY SDRR N6ff SCTM,NWP1®BY 0.C/FAS A FNNUATfft 00 Yes (ESICANWIr SOFFif 1010111 UPGRADE). B 2 MOAN 10151 SRMESS STOOL FAS A UIR➢9ED BY SUB.(6TAIED BY CC N 1A RAMESS TOP OF SLAB a WIG/ PIPE NAT(00.9E BY no AFMOAED IE1UM °F`'°r°� EXTERIOR FLAMUIG �___1, I i i Y ( -MO' ELEVATIONS I I,--------------------------Jr -----� I i FRONT ELEVATION \ AMRU9ACAPRmuCISPIIff09DFOR9RSRRNaME10ESELECTEDBASEDUPONAVALAEIIYAOAR -----J \ 9IBNT 5111"�'F 1 9UBS11111R0.R 0010115 RP.MIL Y.00 NIH 71URIES FOR N" L---------------------------L - �IL---� E �jL--— O J ' MGYrNEE OF wBSmunNC ML 511 10110 O 0S ACPTOR i CO.I RaTNumx E MR EOF pEOJBDt# A5.1 GENERAL EXTERIOR ELEVATIONS NOTES 1. ML 10419+6 0SD 9UL SE Ca1R 46101010 110 810 4611R8L 110 AS 1680.` 1.MI YMEw1 9144 M YstMYd WM SS 96do 09. 2.M Wndor and Door 6414 Hub A Grip Edg.Ins1W14d Move Them Md Instated Ps 0.1.41 Spoil('Mien AppOmW.) ll / LJ _ ____ 11 U 12 111P 6 PARAPET I. 116—4 1/2'Y EXTERIOR ELEVATIONS CODED NOTES 13 TOP Of PR°PET J. 1. TOOL SR�1 SCNIIIE A112 FLEV 11Y—4 i/2 Y 2. WAPU10 BIRDRO S1R PRO1D0 BY 946£4410. ,-I, x RLf1L9m 1671190840.FETWR 10 IXIEI°PR 11494*011103. (1 1/!) 4. NOF 01011DN 10.6610 6 WXU IN FRf DRIVO 1ER BW 6 6. SAM CAMERA ,• 7. H6ff W(50.80091.;910101$)SE 01071E(/172 P1998101811681 WAL 14 a PPE BOLLMD.SE DEIAI 6/19.2 FOR MO E B MANTIN4 16 15 1. OAS 1107110 PART PER EIRFADR FN91 SCIE18E 71P 4 \ 10.ElEC101Al 11071010 P8481 P88 IX1110R 88891 541045E - 11. B010710 4100441010 EOWIMDT. / 12 11918 66080.._ TO EIECIRCA!MWASS R3IECIED CFI1O 941011119140110 A0110NL 1F1WA19& / \\ O/ II 99111111011510 u01I1O.(sE ElE(1YAL 9101015) 14 86104 IEAIM FLOE SE(ETAS(/17.2 FIX P8(466110 10110.\ \ // ix(/50(9(1 a 01(1880 IE1ER AT INS 1DG11OL COODPEAIE 601010 846 NCM 511177 1084188Y ND 11 \ \ / W80Y EQ4RFNT 10 BE IGTPELED.OECORAIIE*111111 S1100119(*04908198448410 MD 4616110 1.996&)Yfdk3'.P.E. 811.11 212 Fox Tm7 \\\ \\ // 1C OEIRAREE CW W MO UP 991140.100190 BY MAMA 1FID1t M0 1616168 BY CC.9849.040 PN6C�IL6.PA 19365 84411.10 A0E9J*10LT SCURF MM RAm9 10 101590110741 ROOPNG 1'L PE I 1 I 1I.8851410.(6)410 8010 RIGS,1OCATED AS 9104. PROW 5009 a 0.694/1041.411. PE E14106 ( . 12 I I T. As REOINo 10 W-84168110T 1068134 E:•••••... Ii_ ----------� I6 FETAL ROOF SCREEN(101010 I0 SECSCA11015) z ---'-I--------- ------- -----------------J-------- ---------J 11.51.01588491.SE 101104/901.(SE P191 50®IAE) L--J L--J 2C 000089055 GIE • ° II 21.90889010514.0094100111/8401. 101091 14OOERC1101440 10$1934 iTAIE OF II n.9401140,(910 STRIM 19FE15) •••.�<ORIO�:, RIGHT SIDE ELEVATION a EXTERIOR PUNNL RN89ED BY OA1ER INSTALLED BY U. �Q 1,19 L EXTERIOR TILE LEGEND 1401E 8418910446111101111 PATIRIL PAW OF RES i-4• NOM. IO 1•-4• Y. 548 DAN 401 • 1•- 1N*0 10(NOOYR ) 901811060.81.6109.810 18.1.11101. 910E 144111051® ACCENT TILE ID 98604 N11GN5 MN 845 111. SINCE:BDICATES a" P1011 100 17 17 1006111411.11)10110011890 Im®1089414411. ThiodP9ty1 HWC 3 Ac.INC. L. J 96010*015168891100 118411 8l1627 S.AMyM1kA_ CIe9"�,PE 34616 10 FINISH SCHEDULE: EXTERIOR MATERIAL (717}3848131 13 1• TOP K.1101.10E�_ IW"6' sM RAIX O.OA,M6N � >�(°'�°�") 9099 a 9(x110151 R{D 1069 414ANI°LI°N4epAM 10. EIEV—113'—4 /YY MAW 01148101418 110 N 101467'3434:Y1PE1 N0N I91N WIH `TuL— IJ COST.714E V-B 97340410 OR 4690 8490 61081 90178810 Oc1AMCY 01 +�� 197590 SAIDRBBIE 4110WtlE R0.12 1 1 PNWE 710901040 M'm•RR 9911115 AID 0107115. K FLOOR6 1 18 WO VFL09tt(IA>)s.� PANT SIERNE R1M6'1EY WTIk%'988066:EOUPAdT/OOOR NO 1n DC"(197)- Address Number PRE W1AD 9' 0 EM.Wll5 2901 (3" High Numerals) + - 12 P PANT 9101041 1WM5'WLLK A0 Q6I/1 PLM Y0. 2581-00(9 M1 I�m Ftla 234 f REV 2 4-181] ® IPPROVM.DAIE � •I AQ /'•\ 6 INVI2-16-17 m C414911 93610 �SOf64.8.0R61.11V (460619 Y F�11�P vtlYnt EP4\ ' Yes 14�IPoOCwIIE°�201E // _ STAEIE F $184499$1840450 f 0 BY 0960.8811419081 C( / TOP cE SIAB—A_ MOYRM COP880/ PUN WAN C0.1t BY O"ER KROMD 400010 �'. / pFV 100'O'Y RA9LO 15 1 12 I Ii EXTERIOR awMmmw I1D>E � - I I I ELEVATIONS I I r— ------ T-- I ( ANY PA0IUCIS 6104101$PAOPT9D FW SU61MIB11 9616100110160 BASD U'O0 546U115 AID ARE ---- --------------- REAR ELEVATION IEDE1010WICHAPP FDW1ESM5R000gPN91AWOW111.OWSIETONERYREPRE311TA11ENO IL---------------------L----------- —J 1 AOCFPfM° 9.9 TTRIMIRI5 P 164601118841 Oi M16m II A5.2 GENERAL NOTES: EQUIPMENT PLAN THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING I. Kf11R11Df W No o.ML ! RE elaGNe WREACRB 951.1FIET n6Nlc CONiI 1505011151k 51k N6 SWICISBL 11116 PMR 111115011 MW 8151 W COUMN 81008181101 ILL NINS SW El6'NN Tn611OM NR CR6MICPR1 NWIS These plans have been approved by the State Modular Building Division _ SlYlY IE NNW s 916M CRp 0O.M16 Ea !MOWRMmi9KM M RM 9610 I SHAM P811115 RAA61aMA1E 0*105 NN M MRL 0011 or Industrialized Buildings Division.Only those items listed on the site installed items a N9FCf FN5N6 TR10.WLL fLgE1C MD l®I6 AIFAS N AINRRTM AS FMMa a 101.011031011 ENWT 91050 910MM.101 95L SW NSTMLANM ICIWIIS NM list on the cover sheet are subject to the review and inspection by the local building EQUIPMENT SCHEDULE department. All buildings constructed to these plans will be state and/or third party — 1. Y 9..� labeled indicating compliance to the state adopted codes 2 � N.e. ,o NM 3 111 AI'. F II..1 1 ,{ IeOCOx --lmWN/A./19,Me ,al Ya10sl.Mx NwreaM N>SlO11. I> 1 1'11100 I lal ,1..r..Y..N ,A..10cY.A11 1wRNmr N�N 'ln 1 1 ,1-m-ee 1 �. iTA1E OF ;.p z serr. I I .•.t- tP , x1A wiiI,'k-- --- I i — —1 I I • i I <j)>4J> CODED NOTES: EQUIPMENT PLAN 1M1 r -- I i 1. ROORM:,WLL eA4 NN 8101.11501103011 PFA NW 111181111. •-®® , N.H.N I I O 1 � z a151Ea. 1 1 e { I I = NFCMC/L IERx 1 , I IMTYRI iV O J I i ' Y l STIMf54 51@l C6.lIt YI56.IFJNIf 10 WR]I�6 OOR6 81 , xo1111rN lN1 n /t•1\' L-— ---—I—— — I ' s �mx'�imt�DxL 5WOE 3uMir cla 66 cmauR:saM[urs wo 1 „AM3 Yxa _ I , a EIEC,RC PANELS. ,IFN+� 1 t'' I a MK wm.(9E UWWXAL SIIM >7 Y O = 1 FF 1 e1yA.. >.O I\ I I l i I I I 1ji L '-( 11111 I I I I YFHr ' I (C-W Sy(Hh.) I I I 1 e tISINO ' - ' AalaT A,11awx e3x = WN1RC1.STAMIN I CQ1ST.WI V R exx i0R KK -- I OgxFNICY 1MMIesR Y tax M10WNF N0. t Y 1]e0 ---------- j 11 CA>EORIT II Y — - _ _ RNp MO 1 S4110 TY(B 06111(M) Y lIIx 1 11. W S .rr hY„+MW .w* - j 1 EKE.SUB Wll3 0 1 ,a I I 5.1N 110. 2=-00WBF Y lax - - lD 50011 l00 x Ea1A! - 1 ARROVIIL M11E 1-s 0350 9*5 Vtllenx K� NON\F10DIIIY Y- 550 93CIMM1 i I I I I-tEj - _ -� EQUIPMENT 1 1 PLAN I I - L-------- --—---- .-1 NR 501KI3 PNP06 m 9N311NIION NEW€1609* AVAIIIEItt 10 NE N6e6R M PIojM;t# W101 N4K01ED 8011183 N CNM.5111 NN 651111.COM1T ONM(S N111E$RAR1E N0 1110 5'ANAES NR NR N6 ALL 965010106 OMM131@.IL OO9LT 8111010 A11111011E5 BC AC[Ei510E 6 SIB5AOIINI6 NR$0119:96111 COWWO6 Pan 10 161AWRM 5 N5 RONL ♦ /�•� ',. GENERAL NOTES a 1. IEEER ro ETE4ERT PLM AM SMILE ON(2 T 62.1 FM 4105110461. EMIPIEN7"aWI1p4 1 b n ,. . z ]xt a ] nt 2 PEFEN TO FNSN PUN NV 5061060E ON 0€T7 610.1 FIR AM7 MAL FNNET MFDPW7101 a 6161 0610x0 MNNFAC6MER SINl PROMOS 6161 150611 0061 rn6D { - IAWW FOR Ni ENi 41046 fl SCNACE,E0E'IENf.MUWOP0 E1 13 13 W7E 102.61(0161 004 0.6160 006161611011 IEPRE3IITA711E AS M I a . / A EXERDR 0.61615015 NE FROM FAM OF SEA7WIC W10 NIERIDR O.ENSOR NE ro FAM OF WW SRIDS 0110 I II II•I I•I I I I I n KITCHEN ELEVATION KITCHEN ELEVATION 161-ra V 1N..1•y d INTERIOR ELEVATION CODED NOTES • .. I. ELP 061E SFE P1.U6.1G 0604615 2 001E-1RR0*46161021 a FNIDET.SEE PII.INIG 1A1.IDS a a a 4. EMlER WEATER. 000)10P62004*0UN0S S FlNE91 1,46TALL 561611.0061 00161M 10 MN1 ro SMI E 002 b b b b b J0.1 3 .{ k a4 1 M A b INK W7D= E FPP PNEIND 6'ASK LAY�I 06141105,8 70 UUOM CF DR*wN1 (EEING 7. PPE-ENAFACIUED EIECIRCN 911R710'AR RTFR ro ElEC1RCA 13 pUYEILS O \ 6 PRE-EARSACRMEn 4NR-N CDOER/71EFID1. rI \ a SEMIx.MICIN PANM TOT Mro PEAR SFRMDE DODR M IFIFPNOE BOM SEE ELEC711F&DRAMICS J 3 11. .IILR011 5616111 F0W0 _— / 12.NET&LOCK SEE SPECPIG710!R 1 3 // 1a STN0E55 SIEK MER CUN1K,(SEE SPECFICAIIM) j / 212 Fox Tml PNb b&PA 19365 a.E { 6 1B 3 • 11 10 9 J N N Hl m FL PEa1 KITCHEN ELEVATION # .8% KITCHEN ELEVATION �1 " �" ' l/L(� 61 srAhac I 0 0 a AEOM10*' n b IC. STATMFOE KITCHEN ELEVATION () KITCHEN ELEVATION Ip�p��1 144.10' G 1/4•1C L-1 THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING T46d P.,:HWC&A..I- 1627 SBm6M,,tleAvs. LIa.I...M,PL 34616 These plans have been approved by the State Modular Building Division (7"}�51S1 or Industrialized Buildings Division.Only those items listed on the site installed items ,,,,,, list on the cover sheet are subject to the review and inspection by the local building IA.LSf.TYPE V-B department. All buildings constructed to these plans will be state and/or third party DAP^ ___ �Nl�s Na 1 labeled indicating compliance to the state adopted codes R"`""°°"Y 1x0 541001.(ULn sty No 5615005.(AL) F00 5*1521W EM.WILLS PLAN N0. 2JBl-0OGBF l.O ,180, 100 APPROYcI OAIE YM,Epp I,AIOFACII.E1, x061 Y" I7` �BR N0 INTERIOR ' ELEVATIONS -001010565515. REFER 1B FNSI SMI E (100.12115 P1)6*0000610150) 50110.55) P!ulect$ 501 ALL 1151011010 CORERS WM:004)1110-ROMOFC FNSNNG 610 4E PRD1EDRON PROFIE•MNIDOLFD NOYMM RESTROOM ACCESSORIES TYPICAL MOUNTING HEIGHTS GENERAL NOTES �o6EN9aus 90M NC iR0M1 F6191 FA O G WL/FLOCE 1'- 1- 1. DI ENSIONS PRO ARE FR /IO 51191 FACE OF FLOCK EAU.ND/01T 2 0IMBISI 5 90 l A E PRFISM 06F1106 ND COMPLY NC 8E RLIARIF111S.OF RAC. C.C.9WL MDT _ E1*. T 5411 CC AENAE FRM INC STNDA605•U1E581ECE NN'10 COPLY MAIN ADOOM&1101 OR LOCK iAVfET 2 A 751 TO EQUIP ENT INFORA ON. M 9EET 921 AID 922 F1R AC E55911Y IEOM7616 1 RER 10 N2FSSCNY S06➢AE a S WICA10R5 49591911951..A6OIMMMOK 11(93 f 3 RI 70 FF RM PUN AID SCIEDINE OI 9EET 970.1 FOR AOOMWK 5Fl6Mrt 1 f f 51MP 06PFIL99t � BA F6A9E5 6FORYAIKRL xAPKM 01909& f f f se I 019PE1MA i f 1 f XWILE OM9K 9L PAER f f R1RKB60 0W2 10P E SOM f f "3CN SLWFAE >7 I N1040E 1i ' ,n is j ' S NEAETAS OEARNIEs BEY!= WASTE RECEPTACLE BABY CHANGING STATION HAND DRYER DISPENSER DETAIL GRAB BAR DETAIL GRAB BAR DETAIL MIRROR&SOAP DISPENSER LAVATORY DETAIL&CLEARANCES INTERIOR ELEVATION CODED NOTES • 1s n a a s f6 e a 3 s 1s 1a m JamesF BMeft P.E 2 e 212 Fm,71x1 P*1 51E,PA 19365 MEN'S MEN'S MEN'S ' MEN'S i RESTROOM Q RESTROOM Q RESTROOM O RESTROOM "•• SRONAIS�98NLC01lIXPW.YWIIB /N N-:1'O. v+ , 10' v 1N•=1'4 1H':1'O B ALLA1CII$III.M1BQURRMPMBAS _ — / 9, ]DRICK PDMI9FAC 6TAlE OF <ORIO�' 10 5 4 3 �7 to 16 �� / ___ L VIC MIN.PICI0" 016, I6, • If i 2 ' Qtr ,TPESTYL, GRN)E 2 BIRAtF(T1PJ - INSTA 1 ATnON H I.PIT FAc co uANT sslNs - WOMEN'S 4 WOMEN'S e 2 WOMEN'S WO N'S ACCESSIBILITY SIGNAGE RESTROOM RESTROOM RESTROOM /®&T9. I u4•-,•4r 5 ,N•.1W -r.rc 3 1N••,•a ACCESSORY SCHEDULE O DIVISION 10 REM NO. QUANTITY SOPPUD INMD DESCRIPTION MODEL NO. 1 2 S.C. G.C. LAVATORY FAUCET AMERICAN STANDARD-ADA COMPLAINT SEE PLUMBING DRAWRKw 2 2 S.C. S.C. WATER CLOSET AMERICAN STANDARD-ADA COMPLAINT SEE PLUMBING 0RA8NN75 3 2 GC. GC GRAB BAR 38•RANG BOBIICK-8-580898 v 36-SEE SPECFICAMONS 4 2 GC S.C. GRAB BAR 42•4040 BOBRCK-8-580699 v 42-SEE SPECi1CAIICNS 1d Third d B9V R Asa J0c 5 2 GC GC GRAB BAR 18•LONG 8121-8-5808.99 v 18 SEE SPECRICAMONS 1627 S M.,FIL 3 Ave. 6 2 GC S.C. SOAP 01581211(6 15 ox.UOID 812(-8-4112-SEE 9PECEICAMIN5 7. Clev84 ,FL 34616 (717}384-S151 7 2 O.W- CC PARR 10994.DISPENSER BOBIICK-8-4262-SEE SRCAFICA71ONS S-1• - - 3� 8 2 O.W. S.C. 194.61 PAPER DISPENSER BOBRICK-8-2692-SEE SROFICAR0NS • 6W0 WATER RTRAIKIN SYSTEM AODAPURE-95-290-SEE SPECIFICATIONS '4kMY IIv110IIa 10 2 CC. S.C. IVGOR BOBRCK-8-165-1836-SEE SPECRKA710N5 17 18 16 II- 1 GC GC EMPLOYEE LOCKERS RFPU&1C STORAGE SYSIFK LLC.-SEE SECFICA1KIN5 10 10 CONST.TY W. S.C. R V-e 12 1 O. SANITARY NAPKIN RECEPTACLE BOBRCK—8-270— 956951C011015SE956951C011015O v -O 17 COOPN451 '., A11D1961E N0. 13 2 G 0.0.C G SEAT 00510(598950(9 61—8-4221—SEE SPECFICAMONS 1 1 8006 14 2 GC GC. 0.091 41.4.93 ZININ—Z6000AV—AWAYANTAGE—SEE PL11M6R/G ORANMIGS _ — 1�t 1[ ___ NC VBDQTY 15 2 S.C. GC COAT HOOK BOBRICK—8-6707—SEE SPECF1CA11O15 — WIND 93.1910(999) 16 2 CC. GC NAND DRYER DOERAIOR NANO DRYERS—IG—GIN—SEE SPECFICAMNN5 6 6 .F'—4 " FBE Iu1RFG 6 O C.C. EKc WAus 17 2 C.C.G. BABY CHAN10 TABLE KOALA—KRIOI-05—AERIIC*L 9 7 —''_ ' "p 2161 0068F 4 1 FLOOR I00 t 2 3 3 2 1YOABN6 YNIIFACRR611 VaWK Eq4 THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING 4 N 8 *1 6618 8 i2 These plans have been approved by the State Modular Building Division A RM5 5 4 or Industrialized Buildings Division.Only those items listed on the site installed items -4.0(899081 80941 s� AD SCEDUE) RESTROOM list on the cover sheet are subject to the review and inspection by the local building i N. F A Z11q \ i -_DUMME5 FM91. REFER 10 I .SOE0IAE ELEVATIONS department. All buildings constructed to these plans will be state and/or third party (ACE"19"FLAK A'D 50*111A05) Pmject M labeled indicating compliance to the state adopted codes NOE ENLARGED RESTROOM FLOOR PLAN ( ) &L nE OECMON GGRERs ro NA1E 50ADER-RODEc FE69NNG A9W4 ?-,•� I ED¢PI61EcnaN PROFiIE'ANd)®ALUTAIN' DIVISION 8 DOOR REMARKS LEGEN GENERAL NOTES DIVISION 8 DOOR, FRAME AND HARDWARE SCHEDULE 1. THE BULONG 0/FACT BIER s AL A,E ATL Wes*rTM RE�ECR�'R"°`5 DOOR HARDWARE SCHEDULE .Y o 0AFt90188ZWRTSn30 m /FRE D �F°^�"�° " MODEL FINISH REMARKS DOOR FRAME SET REMARKS W.*STOP 00 NR am 111011f pTY. DESCRIPTION MANUFACTURER N N0. FR °�" NO. SIZE R.O. SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINISH ate' c ,Q q�"E�gAMw5wAP aAX>SC S+ YS k n� SE7-0I ooWl.DIN+1-1/C z AGE 11038 ROmN 780-2,a11D AL X 83 DOR NEKMf+s/R• 02 XL Pf Fl NIL R O 1J 11.36 YN[ 4) PR01DE 9'1M'9O1 AT IXEINDR MU V AGWEVE W"�HTNNWS 1 PAR COITM10Tt5 NINNIES O Y-7.Y-0'.1 3/4• mmom S1ATN6'DOO1 HAS OCaRANCY IRA BlN VELOP r10D X AI82BF U532D IDDAIOR FOt IOIR UR ND PROIECROF SDEWALKS AND PAWIG ARE SHORN FOR 061GN 6I1#T ONL1.D.C.SHALL WE 1 PANIC DEVICE U52W - D2 Mll W Fl NL Pf O QRAWIN FOR fAORDINA71N0 COPE OF wOfM'MiN 06 8(0 5 SENTATVE AND OR SCHLAGE � O Y-6'.7-0•.1 3/a' 0001 Ic81T 4 S/B• 1.3 11.8 YAx OVA. S SHAD-. 1 RNI CYUNDDO S. GRADES 060 0 0E 21 MRL BELOW FLOOR 9 4 AND SHAT AdPE AWAY FRp1 BURRING TAE a$01-P0 0 t4 PT 02 3.4 11.8 MAx O 5X AOPE EXCEPT 0 PEDESTRIAN PATHS WFRCH SMALL SLOPED AWAY FROM CLOSER R X1L Pf Fl ILL BURAINyGgO�'PEpRN FOOT MR. PER FOOT MAX BER gµ�N HAGER 1pY MOO ADA•X 1D4A Yd.w-f.1 3/f DOOR tOF1WT 4 sA' W 2x4 E. 1Aq NAtE RAJ.DEPTTN BEoq('NIG130 P"R ATAPET ELr BELOWRE CAP.CAP.381 IFASCIA.LLMID 0 P EDGE.T 1 T R6NOLD OOOI�M i I-1/P B R NA Pf A HJL Pf MIS AT O Y-0•a 6'-0•a 1 3/4' DOOR MOOR 45/X' 7.8 SEE 5COI.TR HOARD PLAN AND DEISTS FOR '1 ADDITIONAL FRAMRW RE 1 WEATHER$1RPPNG H 00888804+l-I/(8 Dt a1 IF.B YAX & t/p'COVER BOARD 41ALL BE RSTALLED OVEN 01IA RSULAI R TIP.ALL ROOF NAGER 1905 24x32 320 1x5 Y-C a C-K a 1 3/4• ppoR NBL11T i 6/6 R NL PT Fl HY. PT ALES.ALL VERTICAL PARAPET WALLS CONSTRUCTED OF CONCRETE MASONRY UNI75 2 KN2(PISTE SHALL ALSO RECEIVE}'COVER BOARD,TM. O Y-0•.X-1Y a 1 SI4• DOOR ND80081 1 4'S/N• X R XM Pf Fl $ET-0Z ,2 PAW MGM PBB 11860 N X"�` "S2'R FRAME TYPES - ,.,,,� 8BB4TAI urMo 50TH Oca1PAHCY NUWCATOR DOOR TYPES 1 RESTROOM SET US250 COOED NOTES 1 WALL STOP HAGER - 236W YALE 3501-PA-AL-968 SEaIRiT 1 CLOSER ODOR 1/ 4325AV%3'6•X C 034• t THRESHOLD HAER I/r I/28801 ADA 1 WEAl11ER STRIPPING HAGER 891S AV 2 10100 PLATE HMER 1905 24.32 32D P88 PR 8881 4 1/2041/2 US25D 11/2 PAR HINGES gA1Mlr 01811 301El TATS 88641!1 US280 HAM 238W 1 WALL 01883501-PA-AL-SUS D1 D2 05260 1 0.0308 TALE 4325 AT%Ye'x J.BWW E.Bndky,P.E. 1 OLD HAGER 1/2r HIGH ADA 212 P001ni1 89ts AT P.dr&.&PA 19365 1 NEA.SRRPPWIG HAGER FL pEWI 2 RICK PLATE NAGER 1905 24032 32D L1F g 0 HARDWARE SCHEDULE NOTES: R B 2 a ML GMs 1. ML HWW E 0 NEW P&M MED"BERMSE) _ �' STATE OP ML I DOOR RR4l5/UiC10ER ULL R 1EtER TIRE'M c01N1MEF(0 142381 282 Q} •3 A<ORIO��.�+p• DOOR IOAIDIA PMTS UlOE5,LOOLC AND OMR/OO OPERAND WWCFS OWLL RE DOMIEO U:HFEN 3r MIL NO 4X MAIMIM AB01E 98860 fl +0+ t0 4 ML DOOR RMEWNI05 BOLL BE w 188 8l . . a ML DOOR(IMIS SRLL BE ADAISIED So RMT FROM DE OPEN PO4RON CF m MO M I E OW 88L THE AT IE/ST 3 93xIID5 ro MD1E 81*PRR 386505 OW SE 42101.MEA511FR O L. O O _ �] m RE TEAR EDCL WWr O m {B4 M) r3 C ELEVATIONS CODED NOTES 1 a • (a-* WINDOW ELEVATIONS 1 m CL = IVLbi I•MRu,m MAW PMD.=0 RAs As TAT Wnt O •r00 C ++ lNo ar 3 0 Q. >CNi 0 ffl 0 0 4.86 L O WIDOWS*14030170.038110 wn9ows AFO aosNG r.1 0 0 50 x I FR'R WA + d DIVISION 8 Q O - .O, TLvdPrty:HWC&ANa IW. WINDOW SCHEDULE '0T S�WA1 m ffl S 0 CiRr17).38 35616 GLASS FEAR FRAME DETAILS REMARKS (71Y}sR4R151 ROUGH OPENiyp M O Ar1wINM MARK SLZ TYPE HEIGHT HEAD JALB BILL MULLION STILE a 0 " C/A11. DEAR MIDMZFR(C ASS IL.4 Mlt IMMNMI)FM91 11.311 MAX '�• L O 0 ♦: 0881 TrPE -B N-4 1/2'86 a plRul SERV YODEL .�r Q-1 d-0- 2 O/A1/1 A/A11.2 8/At1.2 -/At.2 9 .2D MA, 81A080 0 BO {� 0 81A080810 BO 1 11/7 S'-4 3/4'N - 4 O _ U D A11.2 0.040 AMG'(a.AM L.4 Ml$MrIMW)FNW4 U-.30 MAX ` Ay, OA fly WIN,,FRONT— I ouXx 9Rry MIDDD A1K CL-I C-0• F/AILS G/A11.2 E/An1 - / w O {y 0) i, W W1D vaocrtT(E a.WR P82 4'-o•W.4-8'N 5CT-46Y V, w/O VElOOIT(ASR)— CIA,AA (DABS L.4 MIS MNNA)FNS"—W 0) 0) 100063$MDaF C-1 Y-D' J/AhI.2 R/A11.2 H/A11.2 - -/A11.2 _AA M,A, «"M�' Wa 2'-o^W.2-071 r.4B• MINOR Rifle IDT AIiNL III L N 0 (� ' .nDOR IOD ~ V C a APPIMVA DALE WINDOW SCHEDULE ROTES: Z ) C) C MNNIFACIMER L 888 818888804881488 ARDOR:DIDrWB MID AWIIIrM REAL NOMlOI ICI - 1Iy� w PDOTOR E Yes 1-88888 CDR 9WL aaR VDWY ME Roux aPBUW$FiW Au rDas 8881888068888988 DRAwws FirI O C 0 y C O Q M.WAND NDOW SCHEDU L AIL, 2X6.16GA METAL SNOB I6'O.C STACKED TOP AP03 BOTTOM"ENO SP PLYWOOD COV@®B7 R[BiBERR00FOXi 3oEWALL OF s/8r PUDDL:RED naU THIS IS A STATE APPROVED INDUSTRIAL HOORAH BUU.Di'4G MARRIAGE LNE� MELD WASHER(iT 4m) These plans have been approved by the State Modular Building Division • • • or Industrialized Buildings Division.Only those items listed on the site installed items • • • • • • list on the cover sheet are subject to the review and inspection by the local building • • • • • • department.All buildings constructed to these plans will be state and/or third • • • •• labeled indicating compliance to the state adopted codes • ____- / - 4B FA51EK SKELAPS IOOTNFR WITH po lEK SCREWS-s PER SPAN ROOF FRAMNG 3)/" _$ - Roof Deck Fasting At All Panels 1j — — — TCMreWall® TS .Y F• 36 IOBEAM WAIL AMIIRID STRUCTURAL NOTES: w12x19 1.ALL JOLT GAGE SIDS JOISTS AND ACCESSORIES SHALL BE FORMED FROM ZINC COATED CORROSION 6, RESISTANT STEEL N ACCORDANCE NTH ASTM A1003-OD Me TIE MANUFACTURERS SPECFICATIONS. ALL COLD FORMED MEMBERS SHALL BE BY UMII/ST,NC.OR EQUAL. f 12.14.AND 16 WOE MINIMUM 19 12 STRENGTH SHALL BE SO 0€ 18 KID 20 GAGE MMLMM T1aD STRENGTH SHALL BE 33 KS. N S WALL STUDS SHALL BE LATERALLY BRACED BY ATTACHMENT OF GYPSUM WALL BOARD ON NTEWIOR SURFACES O O AND STRUCTURAL SHEAIHMO OR EXTERIOR FIBSH 110110401.ON EXTERIOR SURFACES 0AI �1 I®a S.Bndiry,P.E. 3.STEEL TUBES SHALL HAVE A MINIMUM GOD STRENGTH OF 45 KM IN ACCORDANCE WITH ASIM ASOO GRADE B. K N C4 212IAg TLLID 4.HOT ROLLED STEEL SHNU HAVE A MNMUN GELD STRENGTH OF 36 KS IN ACCORDANCE WITH 0511.1 106. F/1Pmka.; 19365 S MELDS OR BASE METALS LESS THAN 1/8 INCH 1HICIC 9MLL BE N ACCORDANCE WITH ANS/AWS 01.3 ALL F^ 1 FLPE 1 PA OTHER MELDS SMALL BEN ACCORDANCE 5115 ANS/AWS DI.I. 110.31ax)LTX3E FL PE 112 Z 19 (^T) T io'sxz sEc PAN sa.3 Fa I. B� S.WELDS ON HOT ROILED STEEL SAIL BE SMAW 11TH 101. EIECTRCDE L UNLESS OTHERWISE SPECIFID FIILET WIlD5 SHALL BE TIE SIDE 1HEGx1E55 OF TIE BATE METAL FOR METALS w TO 1/4 INCH 51101.AND TIE OASISJL2XKX H ALL FAOFj N0.T" 1 !" DARKNESS OF TIE BASE METAL MMES 1/15 NCH FOR METALS 1/4 INCH OR MORE M 1M011€55 12 x 19 W ssxv AROIBID(1Yn ... �• F 7.ALL BUTT MELDS SHALL BE COWIEIE.PENEIRAIKN GROOVE 1111.05 UNLESS OTHERWISE SPECIFIED T3 izx4x}�YOlal site WINO! B 1 R ALL METAL SCREWS SHALL BE IEKS p0 0ELF-O6LL)NG SCREWS BY ITW NADER OR EOIK UN ESS 01111051E t BE w 10 LW a: lE SPECIFIED ALL 5011110 SHALL PENETRATE CONNECTING METAL PARTS BY 3 OR MORE EXPOSED TMIADS \')`•LO STATE Of SSf 9.ALL METAL DECKNG SHALL BE BY VULLRAFT.OR EQUAL METAL OECKNG SHALL BEN ACCORDANCE WITH THE P.1 1 '6EOal0!:' •STEEL DEC(INSTITUTE•STANDARDS 1 10.ALL BOLTS SHALL COMPLY WITH ASIM A325 UNLESS OTHERWISE SPEISED. N 1-3.30 • lh'4)" ' "\ \ ..J ' T312X4XV7 6"16 GA.STUDS 16 O/C 16G TRACK' \ .2? 4'-111" I /\ I /\ FRONT OWLBw19 COMING rM 1/2'MN MA II II Ml[D MAT•IC Ow 1 MIGHT.1011011 AM�fE 1.3x3 rnsmel Y1111#1 90EBR r0.0 FDNGC r at PROD -LOSS A9 ROIm.5R 4156 C C k .Ul .S.3L2X3I0X3f Un Mn n deck(bp) M •$a r M M M M ; 3 3 3 3 Wss:v 7312 X4X irz W12 Z 19 ALLNNNM 50FF1T WiERIAL FASTENm Ob sEAILES SIE TS 3 1/2 X 3 1/2 X COL 12'MAX I S NTH A CAST x r ss J4OXI-AT 1Y OAT 5TANLE55 Sim. TTOLEl2X31 3d FASCIA FAND MID NTH/1001•SOREW5 AT 24.O.C.MAX TOP BOTTOM AND WOOIE 14.1 27111 ■ n N•A321I10Ln TYPICAL silos a1N1061DIe 3'5151/4•AM1E 14910445 10 vat PARAPET SITS WITH I3)HEW Yaa mild PHOy:NWC h ASS Im S41ri�UDMINI -1/2•HIW 63 FONT 9Br-OM3MC TI6 AIEWb IRM BOWIAIG WAWpE9. - tfi27 SOUhMyNE 6 6. YOMKatMAO.5(4/-_B'). aLIN iIEi 9WJ6An 3'LTxiATµIVar ) - >< FAS1E45 AT FAOIeN9AL LFIlOM 3/N FEET WDA (7717}317)-5CN ,1'1-3116 81-8151MEEK BRaS AT 16•BG qM SAr -.SHIOIH 1206 BrYIO•NYESBVTV a W•BOTTOM TMCa M/r s1a ANNIE fAS1aFD w YID•PulE9 AT LIDM aE9 WITH 6/re IrT AWpNI FIRM NOT WMIII TBBH nwaNa WILT AID 10.90. WANs AIIE IFDIIFD S Ot MARNM ATExIFIBIROFT •iBarro �.BAWD 9FK1NN4 Cwt a ALL a PAMRL3•xx'olr WWE1NK s1a MAW:FA5W1®a BDM gEF9 RI -�IaB WPM Lap 9E1Ec11I1IIRIBi9rtAL 3•xr /d M1E WBM RAL taL9M 1/r INLET WaDs 12•X3M• ' .a ...� .rppll"" .. 18 UN SlE11 FRF CA PEES.WE AT 46 O..MELDED N MtyAll WELDED IN TO ERSIDE IDE DF CANOPIES I NTH AT 4'N..C MN 1.3'IELD5. II81c u1ACT YANOUIO ro 1-t/Y P)E IIIN 1/4•INLET RIDS 1'®.D ALL RATED SH OR CANMPY C F ONT.WITH M A D S ES MHD VELOCITYMAROiJND RAZED 51EA1HNG ExP 1 FRONT,B077DY AND SOES WND VElOOtt30115M OG NIO 001.11E 1-1K DORA SWION PR(ASM AS)WAN B W FA5IENED NTH ils SOEMS 3.O.C.EDGES 8'O.C.FEUD. ME"U"a BOG ED mrs 9O EVED ro A6WI)FASIE®ALL AMYW W laP NALIEE a RON �� ix .WRIT WIIN 1/r nLET RtDY Ptww Ato SEAL �. - a o FLEW IHMI PkVETM1MWI 11101 ION. APPROVAL DAE COMT00EU4 2'KP•AiT Slal IIIQE WIN 1- 1� WITH FISIEa NBC,lAT ur ME— VYMnt Epy Y/NFAGTMFA FA91ER 1011W TIMOR 10 10P RANGE O 72 D Yes HT WI Xl 4 40O1Y miry-0AlAlN1Fk5 RCFK4 4,'l " J lr DC AT eE WALLS/4.11 PONTTO - l� TUBE WIIN 04 18 x le xw 66 t (10601 SIBN VERB 90114 AT 1r ) C-ALTS OOECILr ON TOP a TIRE) 13'- " Roof Plan ROOF PARAPET DETAIL Steell S2.1 THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING These plans have been approved by the State Modular Building Division or Industrialized Buildings Division.Only those items listed on the site installed items list on the cover sheet are subject to the review and inspection by the local building department.All buildings constructed to these plans will be state and/or third party labeled indicating compliance to the state adopted codes � SITE INSTALLED PARAPET 1 ABOVE TUBE TS12X41/4 1LIE DUPED 00*11 ROOF PERIETER REALM 1r%4X1/4'TUBE \ ji < I dIISOE 60N 90E 6 v CORERS CQORI IETK ROOF EC(. � _ -N2D4 DMBt SE WALL 6 MAWS a co SC 0.1 1lo 51 cola A*0 loom IT WALL TIE AIO COIIIYI Wp� OWE VOWS r - F. 1/4• F•6RERS 1/4 N/YI6-1/R'xt/v SIFa CGLRRL 3-,/rILF1/SD/4 STEEL COLUMN. a SOTTO F/STE11FD TO TU E 7S12X4X]N 7312 X4X 1/4 INN r LONG 1/4 F111ET 11155 AT 16.Oa WREE 7S12 X 4X i/4 ANGLE DROPS BELOW TUBE WI D TOP s BOTTOM OF ELEVATION VIEW FROM SIDE WALL OF ELEVATION VIEW OF ANGLE TG WALL SAM MAL I WDTH OF SUM. 11 END WALL CORNER & MATE LINE SIDE WALLS AND MATE LINE COLUMN x BEAM TO COLUMN CONNECTION BEAM TO COLUMN CONNECTION 1WRJL AT AU.w WWI WIYR _TMGL AT ALL ROW EE*11.Do MAW WLORIEE MR IGYW0 ATNINIS I 4 ' — — — — — — ' 5 — — (U r TSI2X4X1/4 II D517DNURSSUU OPPORT d O FRAIBD BATED a GLBB 1 1/S'1p-1/1X1/e 57 .mIRRL DI ENSIONS 70 ALLOW FOR FUL E�l - = PERLEIER SUPPORT d'f3RBL 7Lmu E.&alley,373 AP VED FOR USE G x — — 212 Fox TErl TIP EENT. ,4 r 3 H19365 , 70 S C C4XS.4 FAS O LI TEN URBSUPPORT X x x "•.. W4GATEAC1ICCS€RO12 ,, __ 1/4• 056_i2-24 X 1-i/4 HWRRE�R *1111N IIW n N PANT N 2oie t x ►—FBRER1t P00*R LIE. CUT /\ U W ORJ-aauRlG m(S F 4'-5 4 STAGE CF TOW AT AlE PAMUE MO MUTT WELD ALL AROIIID AT CORERS 3 3 ' • %:.[Oa1D'•' F EDGE OF CURB DOES NOT 4 FALL OVER STAIDA D ROOF 7312 X 4X IU 1512 X 4X 1M JCIT LOCATION THEN INSTALL 7$12X41/4 f:4X5.4 ADDMONAL 0315 ON II ELEVATION VIEW OF 0PP0�E SIDE OF CURB. M ULAR(B) COLUMN TO FLOOR CONNECTION AARROUiraTOs ALL STRUCTURAL NOTES: II 10'-6" Tvwnl AT III.651_i 1. COPE TOP FLANGES 1.ALL USIT GAGE 51005.JOS15,AID ACCESSES STALL E FORMED FROM HNC COATED CORROSION RESSTANT STEEL IN ACCORDANCE WITH ASTA A1003-00 AND THE MANUFACTURERS SPECInCADDMS. ALL COLD 1312 X 4X 1/4 ..1 FORMED MEMBERS SHALL E BY UNNAST.INC.OR EQUAL llii 12 14.AID IS GAGE MNNIN YIELD STRENGTH SHALL E 50 KSI. I6 AID 20 GAGE MINIMUM YIELD SREHGTH SHALL E 33 M. ROOF FRAMING AT HVAC & MUA CURBS 2.WALL STUDS SHALL E LATERALLY BRACED BY ATTAOWENT OF GYPSUM WALL BOND ON NTERIOR SURFACES AND SIRUCTRAL SHEA1HNG OR EXTERIOR FINISH MATERIAL ON E OMM SURFACES t' 3 STEEL TREES SHALL HATE A MINIMUM YIELD STRENGTH OF 46 KS N ACOWPA CE WITH ASTM A500 GRADE B. ,3,• 4.HOT ROLLED SlEE1 SHALL HAVE A MNMUM YIELD STRENGTH OF 36 KS N ACCORDANCE WIN ASM A30. S WELDS OH BASE METALS LESS THAN 1/6 MOH 11401 SHALL E N ACCORDANCE RIH INS/ASS 01.3 ALL w�_i OTHER 111051D5 SHALL E M ACCORDANCE 11Th INS/ASS D1.1. .,.e T �_w ea°'S4�ia 6.WEIRS OI HOT 15100 STEEL SHALL E SHAW 11TH ETD.ELECTRODES UNLESS 0TER1IE SPECIFIED FILLET rF(a WELDS SHALL E THE SAME T40MESS OF no.BATE YETK FOR METALS UP 70 1/4 NCI TNN,AID THE TNCKRSS OF TE BASE METAL MINUS 1/16 NCH FOR METALS 1/4 1401 OR MORE M 11400055. 1.,w E ev1 EDo J.ALL BUTT REEDS SHALL E TICS GROOVE WELDS UNLESS OTHERB SP E ED LED. r'X��FeSe� y S.ALL METAL SCREWS SHALL E 1FN5�-ADRl1RIG SEWS BY ITW BIALEX OR EQUAL U TH NLESS OERRE '`r�i7J1 MEi L'N�� SOB W' • ��= T'W"4wiS wS r { SPECi1FD. ALL SCREWS SHALL PENETRATE CORECTNG METAL PARTS BY 3 OR MOE EfWOSED T41FMS rumen W 470*MA�A _•�W 9.ALL METAL ECNMG SHALL E BY VULCRAFT,O2 EOIK METAL EOOIG SHALL E N ACCORDANCE WITH THE W 'STEEL DECK NSMTUTE'STA DARDS ess w: WA>am es 00* 10.ALL BOLTS SHALL COMPLY'NTH ASIA A325 UNLESS 07HERWAE SPECFIED. r.e...4Nr �raarer. F.n a.er Nw rN -- W .:3D'NS" x;J�•Nr 1627 Som)1HMylllo Ave. 34616 CIeH7wa. (X7).5584.84-815511 rwvwrW E fl-aoRH Tar Wwne�.a r+v aaH.� R 151ST.TYPE Vi Tai wu 000W.WCY HuSYieN[rAswrw ALL9uRE xa E rN eWa rc 4a I�w �P OF FLOORS LID YElDCtt(UL1)) NOTE: t yx tk t. ,'_ FO RATIN LAST awr N"'W.."r�."e$'..TrNr .. • ,• FREE ML C Hf easRED Hs en vR _ HNr y.. 4 1"4;M tm PLAN NO. 25 0600 �•`...$ q.: COpr.Hxi�te>:E?FRwALLHEIGHT ,.�� -��..— �"`x E.4,#. . IS APPROXIMATE 9'ABOVE FINISHED _ :; :z�" �,a ;'f�•,.a°- �.FIDGR s 3a1.:"' f:s.Yf FLOOR TO TOP OF STEEL. �.r.RR� _ .: vx,_ •. 1w? lEv E.N,H�EEwo .• r.•.,,.y �Q CROSS SECTION 1HRU MODULES(Typical) .W. J' i. WALL AIR BARRIERS— EXTERIOR AND INTERIOR PLYWOOD, •xr CEMENT BOARD AND CLOSED CELL FOAM SPRAY ROOF AIR BARRIER — STEEL DECK AND MEMBRANE ROOF SEALED Wr�wAre�Hmm WEATHER TIGHT. Floor FLOOR AIR BARRIER— STEEL DECK AND CLOSED CELL SPRAY FOAM Framing CONTINUOUS AIR BARRIER IN THERMAL ENVELOPE SHALL BE WRAPPED, Framing SEALED WITH FOAM,CAULKED,GASKETED,AND/OR TAPED INCLUDING DOORS Plalect A WINDOWS. S2.2 G IC BOAR PERNEIet SIAM BOTW fE POSITI N CURB SUPPORT DIYENSIONS TO ALLOW FOR FUL 7RA(X PIEfE MALL EXTEND TO WITHIN 1/4' _ - - FRAYWG BASED ON CURB NSTALL SCREW RACK OF TRACK ON TOP a BOTTOM OF 18 GA.YNIYUY CURS PERME7ER SUPPORT OF CURB. EACH BOTTOM TIRO( INSTALL 2 SCREWS FROM EACH TRACK LEG APPROVED FOR USE RAN(E TO HEADED ALTO 1EAOER AND 4 SCREWS FROM TRACT( NTH SELECTED AT 18 O.C. 11FB INTO OPDa4G STUD. EOWYEIT. . WIZXTB DOW 0W WALL IL 1-1/2'x 1-i/r ANGLE.FULL WIDTH OF pE LR P101 E G� L2X2x3/9' FASTEN CURB TO SCORNER HEADER MINUS 1/2',ON TOP A BOTTOM. WALL IDBE Alp CALLOW. liiiFASTEN EACH ANGLE WITH 2 SCREWS.EACH LEG. O.C.PRA OR AT EACH CORNER A 1Y FOR T8 GA OR THICKER STEEL.IN LIEU OF SCREWS. - 010015 REI0WN INsce V4' CC RN WITH I1W BUEDEX DOUBLE 8005162-54 1/4 Cam1F11S \ / 2-24 X 1-1/4'0041 15 PONT HEADER E%CEPT DOUBLE ANGLE MAY BE FASTENED NTH 1/r LONG WELDS '' n5ElF-p_BR 4" SCREWS. 40115162-54 MAY BE EXTETBXIIG FROM EACH CORNER OF EACH LEG(Y USED FOR OPEHNG TOTAL WELD PER LEG). pKo Ip6 LESS THAN 76'NDE 1-1/2'X3-1/rX,/4'SEFL WLTAN. 3-1/2'X7-112-X,/4'INEEL COLUMN. 3 3 HEADER WITH NO JACK STUDS / (TYPICAL AT ALL E%IERIQt WALL F EDGE OF CURB DOES NOT FA LL OVER STANDARD ROOF ELEVATION VIEW FROM SIDE WALL OF ELEVATION VIEW OF L2X2x3/B' ADDITIONAL 0305 ON INSTALL END WALL CORNER & MATE LINE SIDE WALLS AND MATE LINE OPP097E 00001 CURE BEAM TO COLUMN CONNECTION BEAM TO COLUMN CONNECTION AROUND SPPORa+AHH B ALL TWILL AT AIL SC WILL mNIAa nYK4l AT Au EXIFWM ME WALL AM wE WILL.ar1SEa NI 1NXAm AT EE WALLS M MBERS COPE TOP RANGES. 1-1/2•X 1-1/r ANGLE.FULL INSTALL SCREW TROLL EACH ROOF FRAMING AT HVAC & MUA CURBS WIDTH OF SILL MINUS I/r.ON TRACK FLANGE TO NESTED TOP!BOTTOM. FASTEN EACH STUD AT 16'O.C.(TYP.) ANGLE NTH 3 SCREWS.EXCEPT 2 1111 I SCREWS PER LEG MAY BE USED 4001125-54 TRACK OVER FOR 16 GA.OR THICKER 51FEL 4005162-54 NESTED STD ALA. 3-1/2'X7-1/2'X,/4'STEEL COLUMN. INSTALL 2 SCREWS FROM BOTTOM FOR 18 GA.OR THICKER STEEL TRACK WEB 10 NESTED STUD Al IN LEO OF SCEWS.ANGLE MAY 16'O.C.(TYP.) BE FASTENED 00 1/2 LONGliii 4001125-54 TRACK FOR CRIPPLE Hi VENDS EXTENDING FROM EACH STUDS BELOW. CORNER OF EACH LEG(2'TOTAL WED PER LEG). 1/.' La 0508 Vf� 21 M OVER SIDE OF MODULE TUBE CAM END OF MXINE I-BEAM OVER SIDE OF MODU E 212 FJRNRI E.BMdky.P.S. NESTED SILL DETAIL (BOTTOM WEW) —TUBIS AT FIIIDR TUBE art 212PBWTBBD TUBES AT 45'ANGLE AND BLOT PNN,k4NbN&P (GOOD FOR OPENINGS OF 84'OR LESS) WELD ALL AROUND AT COMERS PLPE CHM4IELC11A,NINEL LI( •• I-BFAY—� —MBE ••• ••••••••VV ELEVATION VIEW OF HCK STEEL PLATE 3/6 1NIX S m PLAE 4'MIN. II4MB ACK TRACK COLUMN TO FLOOR CONNECTION arATE OP iri SIN 1/4' '• ,:: / 1-1/2'X 1-1/2'ANGLE.FULL1 SCREW PFF FAST !E SLL MGLE 1/Y. UMI 5701.CaUMa SCREEN EACH ANCIE NEW 3 STUN FLNGE PER SCREWS.EXCEPT MAY U FOR 15 GA OR IH STEa MATE LINE BEAM TO BEAM CONNECTIONS MATELINE TUBE TO BEAM CONNECTIONS S TE CORECTIN AT 0103/WIN SIZE CONNECIKN AT CA.DHINS PECE8'LONG STD FOR 18 GA OR T IC(ER ST_ SIN 4 SCREWS IN LEU OF SCREWS.ANGLE MAY OPENING INSTU,. BE FASTENED NTH 1/r LONG MENDS EXTENDING FROM EACH STE CON ECTON MOIE3 COMER OF EACH LEG(2'TOTAL WED PER LEG). 1.SITE INSTAL A STOOL PLATE ACROSS MATE LIE AS SIHOWN ABOW AT AL MATE LINE CKXIMIS SINGLE TRACK SILL DETAIL ALTERNATE SINGLE TRACK SILL DETAIL 0 IN LEO OF ERECT Gavel TO COLUMN SE CORRECTIONS.STEEL PLATES MAY BE AIDED TO BOTTOM SEE OF MATE ROOF BEAM CONNECTIONS TO SIDE WALL BEAM ERE 1500 WALL ROOF BEMIS MERE BOTTOM AR 101140011,TEAMS ARE 111101 (INSTALL PLATES WI/WI 12 NOES a lip (GOOD FOR OPDa4G5 OF 50'OR LESS) (GOOD FOR OPENINGS OF 50'OR LESS) 3/4•A•3231i0I.TSAItgERdl BEAM l mTEro GOMNECIIaI: STUDS STD 1141E INSTALLED PARAPET .' USE r X r X RIONNER - X15 M0 1THHICKERCHSTm EACH SITE. r YAY BE O.E2;'S [ jj HARE V-aootE NOM I WS FLOOR BEAM CONNECTIONS TO SIDE WALL BEAM 1z X4 D/4'I/ME. OF AlDS. HKTH 111 BOTH 1 SUES 12'D.C. 1 1 SDES t2'BB METAL ROOF DEOL Thies HWCEcANE.l6c MU TPLE SAID AITACHYENT I SCREW EACH SIDE F OM E.• , ez� PNWty: TRACK FLANGE TO mo 16273aNhMyNW16 3A•A-325 BDL FLOOR BEAM CIM 17).59 134616 5710 TO TRACK ATTACIYENT (717}3848131 TYPICAL AT TOP A BOTTOM DF WALL yIR- VARIES USNw A011Y 1PPIWYIL 2'02'X1/8'ANGLE NTH TOP IL BOTTOM FASTENED TO TUBE COAST.TOME VI NTH r LONG 1/4'FILLET OCCUPANCY X-1— SiE1 STD IRODS AT ALIORISE ANGLE DROPS BELOW TUBE AR FLAWS 11n ROD TOP IL BOTTOM OF OW CATEDOA�� SPUCE PLATE ANGLE TO WALL STUDS(FULL WID vELNXm(UT)3 STOOL STD SECMIN WIDTH OF STUDS). W 550011(0K) CC.UMN TAR W MW9 1014 a THIS IS A STATE APPH0V'ED INDUSTRIAL.M0IHJI4R BUILDING - ORGAR LB�RnaR t6D A1X#OYAL DATE I-5-18 These plans have been approved by the State Modular Building Division I1 MNUFACT XER 5INUT Ea�IP or Industrialized Buildings Division.Only those items listed on the site installed items f - SECTION A—A `H,,,EDQ1T YEs list on the cover sheet are subject to the review and inspection by the local building I END WALL ROOF ItaAttN-a } department All buildings constructed to these plans will be state sndlor third party III INSTALL SC EWS AS labeled indicating compliance to the state adopted codes SHDNN FRAMING MNAER�RIIK TYPICAL AT TOP AND BOTTOM OF WAIN DETAIL Project r DRAWING NUMBER: S2.3 CODED NOTESO GENERAL NOTES CLAMPING RING SEE O 1. PROVIDE ALL LABOR.EQUIPMENT.AID MATERIALS NECESSARY TO HANGER SEE OAR.ORANNGS FOR 1. ROUTE e'SCIEOUE 40 PVC CONDUIT BELOW SLAB HEIGHT RC FLOOR(SEE E%ECI17E THE PLUMBING WORN BNICATED ON THE DRAWINGS.MID 'LEE A SECTION OFFL FOR FLO TURK INSTALLATION DETAILS UROERFT.OOR AND PROVIDE LONG SWEEP ELBOWS.RUN SYRUP LINES A_5 REQUIRED BY LOCAL COWES AND ORDINANCES NEENIN R-6462-EH CAST FROM JIM}27 TO 170A µ.1. NIGH COMPRESSION /p `COLD WATER LINE FOR AW FINISHES) PROVIDE GRADE RINGS AS 2 PAY ALL FEES AND ARRANGE FOR EXECUTION OF AL TAPS METERS STRENGTH NSULATION AT SHUT OFF/ GAINER,i/4'BELOW I NON FRAME AND BOLTED GAS NECESSARY FOR FLUSH 2.EVAPORATOR NONE WALK-IN COOER/FIEEZER TO BE DRAINED TO NTH REQUIRED ENCLOSURES OF ANY).ETC.INHERENT TO THE EACH HANGER POINT- VALVE J TRAP WBMER TWIT COVER INSTALLA110N OF NEW PLUMBING SERVICE. NSULATI N MAY BE HALF PROVIDE 12.12 ACESS PANEL-COORDINATE ROTH KITCHEN GARDE. UPON ELBOWS WHEN CHANNNG DIRECTION. TIER TRACING NONE FREEZER IS PPE ROUND OR FURL ROUND t COMMENT LOCATIONS3. PLUMBNG WORK FOR TIS CONTRACT SHALL INCLUDE ALL PIPING EXTENDED Y BEYOIA TO BE FRONDED AND INSTALLER BY GHERK CONTRACTOR.ENTIRE DRAINNH HEAD CO C LENGTH DE PIPE TO BE INSULATED.TAGGED FOR CAUTION FOR HEATMID GALS.SIIEID(A.WAY. OSiRIBL171lIN ORT (LAY 1 UNIT FOR MW1RE FD). DRAW TAPE UNDER NSULATON.THE GENERAL CONTRACTOR IS TO PROVIDE FOR DOMESTIC NOT AID COD WRIER LEDUL'LENT THE DRAWINGS. AERATION d. POWER.DRAINAGE AD HEAT TRACING INSTALLATION AS PER LNES.HOOK-UP BY ALL RIATORES SN RIMS. ON KE ALSS. .O d MANUfACIURER'S REC0NENDATOIS RIM TIGHT TO iAEEIDt/COWER '�MSLMiKN UP DESIGNATED PIPING RIMS.WORK SHALL AL50 RUM N WALL HERE POSSIBLE 4• GREASE INTERCEPTOR WALLS. INCLUDE ALL OAS PIPING AND EQUIPMENT CONNECTIONS WNENE 1DNREGAINED. 4 NOS 1 EXTEND Y SANITARY LINE TO FLOOR SUM(SERVNG ITEM{30.2 ROTHNTH 4. ALL ITEMS SUCH AS FITTINGS.ETC.NOT MENTIONED BUT 1/2'TYPE'N' d. DRAIN BODY SZE OF GREASE TRAP TO BE 4 TRAP.SEE SANITARY ISOMETRIC FOR PONE INFORMATION CCRONAIE UNDERSTOOD TO BE NECESSARY TO COMPIEIE TE Pl1MBNG DETERMINED IN CONd ICTNN EXACT LOCATION AS PER PLAN PRIOR TO ROUGH-N. SYSTEM SHALL BE INCLUDED. SEEIE FLOOR DRAIN I PE SEAL TR IO/NSOUiIET 0 WITH LOCAL AUTHORITY'..MIN w DOWNSPOUT FROM ROOF SCUPPER DOWN TO BELOW GRADE THEN S SOB,WASTE.AND VENT PIPING TO BE O'MATERIAL APPROVED BY 0 I WATERTIGHT 1500 GALLON. TRANSITION TO PVC.SITE CONTRACTOR TO EXTEND STORM PIPE TO PARIORG MDT STORM SYSTEM.SEE AROATECTCRK SITE PLAN FORLOCAL CODES.PVC.DWV PIPING AND FITTINGS TO BE SCNEDIIIE 40 AS A MIIWM. UMSTWIT FLOOR SLAB NODE CAW( CONTWRIAIION. CHANNEL V.NON SLEET 94E1D(1Y LONG) DRAIN SUPPORT STRAP BEARID FUJINI 8. PROVIDE OEANGU75 FOB SON.AND WASTE PPE Ii off 0. FLOOR.DO S MDT SLOPE FLOOR TO CLEANOUT. NTH SWiROUNDNG DRAWINGS,AM OF TYPE APPROVER BY LOCAL CODES. INSTALL PER MANUFACTURERS INLET PIPING TO(MEALY ATTACH SRPORR FOR ALL PIPING SUSPENDED FROM 11E ONECTO 15 ONERCEPITM INCH HAVE 7. ALL WATER RIPPLY PIPING BELOW ENOMD SHALL BE PE%PIPING S7EEL/W SUP ORSTTS FORE TO TIE TOP CHORD O'ROMTT OR SAN LINE YN.FALL. N01 PER FOOT 6.SEE A Y SANITARY LINE UP TO TB'AFF TO ITELi#33OO WITH TRAP. ALLOStEDO SHALL ED BY LOCK CODES IN MARCH CASE COPPER SS.. SEE SANITARY ISOMETRIC FOR MORE NFORMATION.COORDINATE COACT TIMING BE USED.(AVOD FITTINGS BELOW SLAB WNENEVfli LOCATION AS PER PLAN PRIOR TO ROUGH-N. POSSIBLE).ALL WATER SUPPLY PIPING ABOVE GROUND SOUL BE 2. PROVIDE COPPER OR PLASTIC COATED HANGERS FOR NON-INSULATED COPPER PPEASONG 11500011 ]. EXTED r SANITARY LINE TO FLOOR SRN(SERVING ITEM#4 WITH ECPVC ETE SLABS SHALL B TUNNG /WWI STH PVCING ND SUPPORT BY NTERMITERCEPTOR SHALL A DUALITY PRECAST O EQUAL ENTIRE TRAP.SEE SANITARY ISOMETRIC FOR MORE YEOMIATION.COORDINATE GOVERNING THTNTIESI PRIOR SHALL INSTALLATION.BE APPROVER BY ALL LOCAL EXACT LOCATION AS PER PLAN PRIOR TO ROUGH-N.G H-N. l/2 PET A550 PROVE UFO'PM AU O SERFS AI'PEX. FOR CVERNMG AUTHORITIES TO //2'.PEX)550 ATE FOR V STU pp(,)P DIAMFORETERPROPIPE ARmt THAN N.T$ �-+ DETAIL �'► FLOOR DRAIN DETAILS GREASE INTERCEPTOR�1 L PROVDE TRAP F�ER FOR YE DETAIL TI9 SHEET THE�(rreWD FOR SUES LARDED THAN PEE KT$ N.T.B „ N..EXTEND 2•SANITARY LINE UP TO 14'A.F.F.FOR LAV-1 WITH TRAP. 8. PROVDE FOR ORAINNG WATER SYSTEM.AID CAP ALL S11165 UNM SEE SANITARY ISOMETRIC FOR MORE INFORMATION.COORDINATE NTH FINISH ROM(IS BNSTALIID.INSTALL DRAIN VALVE AT WATER METER MANUFACTINERS INSTALLATION INSTRUCTIONS PRIOR TO ROIDH-N. NTH 3/4'HOSE THREAD AND VACUUM BREAKER. 1O FLOOR MOUNTED WATER CLOSET.EXTEND 4•SANITARY LIKE TO WATER N. PROVIDE STOPS ON WATER SUPPLIES TO EACH FIXTURE& EQUIPMENT.COORDINATE EXACT LOCATION OF SANITARY OPENING ROTH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 1D GAS PIPING FOR NEATNG SYSTEMS NTH GAS-FIRED EQUIPMENT SHALL BE INCLUDED IN THIS CONTRACT.GAS PIPING SHALL BE STANDARD WOGNT.BLACK STEEL PIPE.SCHEDULE 40.PIPING EXPOSED TO ATMOSPHERE OR RUN BELOW GRADE SHALL HAVE POLYETHYLENE PLASTIC COATING.ALL GAS PIPING.FITTINGS AND INSTALLATION SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF UTUTY COMPANY AND ALL GOVERNING BODIES. 11. INSULATE ALL COLD AND HOT WATER PIPING WITH ARMSTRONG PLUMBING ABBREVIATIONS INTNY RO GR52 AD O PIPE I SIT- SEALLNG WTH AN ARMSTRONG 520 ADHESIVE NOF INS L T NOD ALL COD AND NOT WATER PIPING TO WARM SIDE PR EAD AND TO PREVENT FREEZING. INSISON SHALL MEET FLAME SPREAD A10 SHORE DEVELOPED AB AROSE GPM GALLONS PER RATINGS REQUIRED BY LOCAL CODES. BRIE.BMIId♦Cy,P.O. THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING AFT ABOVE FIISIED FLOOR AR HORIRS,E 212 Fm T.0 TiPLUMBING FIXTURES SHALL BE FURNISHED ARID INSTALLED HERE ARCH ARCHITECT HOSE BLBB SHOWN ON THE DRAWINGS ALL FIXTURE FITTINGS AND EXPOSED PSAIBWN,PA 19365 BEL BELOW HC HEATING FIXTURE PIPING SHALL BE BRASS CHROMIUM PLATED.ALL TRAPS FL PEA I These plans have been approved by the State Modular Building Division BLDG BUILDING IF �HORSEP0W�ER RESPECTS BE TO T FlDrnmES ALLCI ETURES SHALL Y EQUAL IN AL II. ,/��►4a� or Industrialized Buildings Division.Only those items listed on the site installed items 01.0 111W HOT WATER 13. WATER METER TYPE IS TO BE FRONDED AS REQUIREDBY CO CLEAN OUT RE"OUR list on the cover sheet are subject to the review and inspection by the local building CUNT COUMAJATION T RETURN uTlm COMPANY. .l •.�1 AHD WATER SUPPLY department these A/buildings constructed to plans will be state and/or third party OWCOD WATER NV INVERT 14, ROUGH-INAND PINK COIW B LNG ST T T THIS C NEQUN®WAS CONTRACTOR.ALL N. H y CONTR CONTRACTOR - LAY LAVATORY PIPING SHALL BE VALVED. R labeled indicating compliance to the state adopted codes COOD COORDINATE MAX MAXIMUM 16. HOSE BBBS SHALL BE FRCEZE ESS AUTOMATIC DRAPING TYPE AS STATE DISC DISCOMECT MFR MANUFACTURER .MANUFACTURED BY WOODFORD. "�d OR10''• ON CHIN MT MOUNT EA EACH WITS NOT TO SCALE 18. COORDINATE ALL WORT(WIN OVER CONTRACTORS. EC ELECTRICAL PC PIDMBLNG 17. THIS CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED UNDER CONTRACTOR THE CONTRACT TO BE FREE FROM DEFECTIVE WORKMANSHIP AND EX EIISTING CONTRACTOR MAIERAS.(USUAL BEAR IS EXPECTED).AD 910110 ANY SUCH ERIC ELECTRIC WATER PLBG PLUMBING DEFECTS DEVELOP WINN A PERIOD OF OE YEAR AFTER COOLER AD ROOF WEAN ACCEPTANCE O'THE BOLDING BY THE OWER.THIS CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND ALL. EC EXTERIOR CLEAN OUT RIO ROOFTOP UNIT DAMAGE RESULTING FROM FARURE O'THESE ITEMS,AT NO EIPENTE WHATSOEVER TO THE OWNER. FED FLOOR CLEAN CUT SAN SANITARY FD FLOOR DRAIN 55 SERVICE SINK 10. BAODLOW PRESENTER TO BE INSTALLED WHEN REQOIED BY LOCAL FlXT FIXTURE TIP TYPICAL O M FLOM TW TEMPERED WATER 19. SEE ULL ING DEALS TSAR FOR EQUIPMENT SCIIEOULE.FlX1UE 40 WILL COD AID NOT WATER PIPING ro SOEDI1lE.DETAILS AND SANITARY ISOMETRIC. I HOW lIR URMK 20. THE DIRECTION O'THE SANITARY MAIN AD THE LOCATION OF THE WARM SIDE OF INSULATION TO PREVENT V VENT FREEZING.INSULATION SHALL MEET FLAME FURIN FUNISH VIR VENT TIMRU ROOF �TO ROUGH- SHALL BE COORDINATED WITH CIVIL DwG5 00 S. {' OS Erg REQUIRED AB SLOCAL OA DEVELOPED RATINGS FV FLUSH VALVE WC WATER CLOSET _ =1 1AOL-1 Li OIL GAL GALLON NH WATER HEATER 21. TRADES PRIDE 70 RCOITIDINIDO WATER PIPNG TEOS PRESENT YCO FUCCTID 0 GASWC WALL CLEAN OUT UNDER SLAB UNLESS NOTED OTIERWY.COORDINATE ROTH OTHER GO GENERAL CONTRACTOR W/ WITH 22. ETI=1 O ®EI=1 4' CPN GALLONS IVTCRATI EQUIPMENTEWITH AND WLLRORK HEIGHT UP TED RRODUG H--IN. PER HOAR 23. MAKE ALL CONNECTIONS TO KITCHEN AD MECHANICAL EQUIPMENT PLUMBING SYMBOLS FLIER oHHERwY ALL USE MRL NNDWOOD T Bas BRADID I♦�1 6 2S URRESS THERM FOR ATE..0 MILL EIDWOOD . NC-1 10 10 7 M ES_1 b 24. PROVIDE SHWAS RECOMMEN D THE CD RUM ID ALL WAGER ---OW- DOMESTIC WATER PIPE PIPING.517£AS RECOtl1EMDED BY PLUMBING AND DRANADE I I e -1IONW- DOMESTIC HOT WATER 170E INSTITUTE.AD AS RECOMMENDED BY THE MANUFACTURER. O� --14011W- DOMESTIC HOT WATER 140T 20. ALL PIPING(CAS AND WATER)TO BE CONCEALED IN WALL SPACE 3' Y -- HOUR- DOMES71C HOT WATER RETURN ALL WT-OFF. J6t E5=1 ]W2 f5-1 _- 26. ALL 9DT-OFF VALVES TO BE 1/4 TIM 9DT-OF VALVES Xl —F- SPRIIEII]R PIPE {' —G— GAS PIPE 27. THIS CONTRACTOR TO INSTALL PEI(MANIFOLDS UNDER COMTER OR ET1=LO J. B ABOVE CEILING SPACE AS REQUIRED AND SHALL BE MOUNTED AT Third Party,HWC&ARC.Iar. —SAN— SANITARY PPE 12'A.f.F.UIESS NOTED OTHERWISE COORDINATE LOCATION NTH -V--- SANITARY VENT PIPE OWER. 1627 wERN,FL3 616 4 R�mWtlEr FL151 \vlv —SHIN STORM PIPE 26 ANY DAMAGES TO ANY EXISTING WALLS FLOORS.FINISHES ETC.8Y (717}56d$151 — —SSD— SECONDARY STORM PIPE 1115 CONTRACTOR APE TO BE REPANED AT TINS CONTRACTORS 5 —OR— OEAY SANITARY PIPE —FR— FILTER WATER PIPE 29. ALL GENERAL USE FLOOR DRAINS NOT INSTALLED UNDER KITC HEN A!NNMWL 4' 12 I j --(E)XX EXISTING PIPE OR EQUIPMENT EQUIPMENT TO RECEIVE TRAP PPoNER5. �' ] O KITCHEN EQUIPMENT CONNEC71ON SCHEDULE TYPE BI.W_ /. ALLOW X NO. I PTE-IA \ CHECK VALVE YRD VFSDDIY(UL-�aE (GO-Lar BY D LAYS) - IS. .:.... C� PPE-DOWN III UNION aN 1RELAVIIDOTI'(A�)s�Ir t Mil THERMOMETER i� GAGE COCK EXT.WALLS VENT UR N WALL mT )- PUN AI 25BL-00481' EOU I 4' ECQ { I T PRESSNE GAGE 14 CHEaE VALVE ELDO( COB 1 L -- I]NI BUTTERFLY VALVE APPRq•K DALE 1-518 .- OE�j M�1 8 n I Y VENT LIP 1 ® PUP R-H YAITIPACIIIER VYMR EeuW COAL. B TS I P 1111 OR GAS VAALLVVE IWIMMCM'(E 2aE Yes ( ® BACK FLOW PREY. ICI BALL VALVE rst•WF�J P&T RELIEF VALVE LJ Y-TIDE STRAINER REFER TO CIVIL DRAWINGS FOR LOCATION Erg I/I OF GREASE N7ERCEPTOR ADJUST SANITAR ACCESS DOOR ® FLOOR OR AREA __ PIPING AS NECESSARY TO COORDINATE Is 4' CIVL DRAWINGS EWQ 4•E� EQQ FOR SANITARY LIRE TO STREET MAN.SEE STE PLAN �_.1 ORAa "" OMBINAOFO BALANCE HOSE BBB (�_, PLUMBING REFER TO OEAY INTERCEPTOR DETAIL 2 W`rrII GATE VALVE [ CAPPED LIE TINS SHEET. GLOBE VALVE CONCENTRIC PLAN (34-7 DRAIN VALVE REDUCERS CONNECT TO COSTING PLUMBING pipjad# PLUMBING PLAN-SANITARY a AU IR FIXTURE GEMINATION ■(TMJ�■ 1 - ) 4=�—Q NORTH TOPIJIRBRIU 1. DN i 1.1 P21. PLUMBING FIXTURE SCHEDULE ITEM NO.QTY DESCRIPIIDN FILTERED COLD NOT DIRECT INDIRECT GAS CFH MANUFACTEMODELBER REMARKS COCACOLA VALVE 23"x23' 4 2 ORINKDISPENSER ELECTRO FR 3/S"FPTWATERINLET,NEMA 6-2DR PLUS 6 1 SHAKEMAORNE EIECIAO FR270OIID 7 1 SOFTSERYE DICREAM MACERNE(COLD CREATONS N. NC6125BPOR48 16.1 1 1 4'QL1CK-DISCONNECT FOR FRYER GAS UNE w EBOW-48"LENGTH 1&1 1 1PHIL.-SCONNECT FOR GRILL GAS UNE w/ELBOW-Air LENGTH NC6758PC8t4823 2 S.S.WALLW10LW ANDSINKw/FMICETAND SIDE SP:ASH GUARDS 14"W x Ur x 6"DP NC PRC 311-3ASTRIOCAINER,1-I/ENSER IRE CHROME P-TRAP 8CMWME SUPPLY 570PS. 25 1 NF MACWNEw CONDENSER ANDB97155TORAGE BIN-46"x34"o44' ON PLAN - - SCO715MAN 44RERA7A ERC 331-37A REMOTE CONDENSER 26 1 WATER flITMTON SYSTEM 3/4" PLAN - 3M_______________ DP2GT COd1 COU 8 FIE(RACK SYSTEM 27 1 SHELVINGFORRAGINABOKw/28ARSArWW0'DIP MDUIITINTOSS.TABIE CUTOUT 2&6 1 FRONT HOT FOOD WELL CENTERUN 211 4"Wxb DP x6 YH INCLUDED IN 29. 1/Y WFIis MANUFACIUWNG HMPfrD 29.7 1 REAR HOTFOODWEIL CENTERUN 133/4"Wz 213/4"0P x5 YN INCLUDED IN29. 1/Y 3/Y WELLSMANUFACIt1NNG M00-100-0 MOUNTINTOSS.TABIE CUTOUT 381 1 3COMF SNKw DIWNBOARDS DRAIN FN.ICET&SPOUT 24'x74" T 3 Y Y Y N.WASSERTROMANDSONS INC PROVIDE:Y STRAINER.1-114 MCGURE CHROME P-TRAP&CNRO IESUPPLYSTOPS. 3&2 1j ,,,,.VECfTABIE PREP SINK,29'z 30' T 1/Y r - N.WASSERTROM AND SONS,INC PROVIDE:r STRAIN 1-1/4"NYGURECHROME P-TRAP 8 CHROME Sl1PPLY5TOP5. 40 1 FlBERG AS5 MDP SINK I/Y Y 11/2 FIATMSB2424 M662424 CHICAGO FAUCETAfl47-MP-RCF W VACIA84 BREAKER 8 MOP BANGER 41 1 ANKIESSS MOP SIEATER $ 4" 1 4" 199 RINNAI RU98N 6.2GPMATA60'RI DIRECTVENT SEALED COMBUSTION,IA 86WATTS EF-.95 IMEIWATTONALCOUSTORAGE CUSTOM 42 1 WAUC IN FREEZER 1-0"x8'-0"x8S 10 SYSTEM Ill-i - _________ PLUMBING FIXTURE SCHEDULE - - - - NFG A IDL Ill J/4• MARK pESCRPl10N PIXTUHE ACCESSORY HR CW SAN VENT NOTES WC-1 WATER CLOSET INC) ZURFL VI1REW5 CIWLA FREE STANDING IWmaE li Bwdky,P.B PRESSURE 212 Fat TBB i 18-1 H ELON ELON SET, GATED ASSIST.ADA GATED WATER CLOSET, YODEL/25%0 FLANfF Ii0LT5.BOLT CAPS.Fl.oOfT MTN.L h _ 1/2 a' +-+/Z + - 9365 _ GA4(Ef.(1.9/TLUSN).aRN z5580. MIXING VALVE DETAIL(MV-1)( : N.Tb i1 LAY-+ WALL HUNG LAY. aIEL/D356D. LD 4421 �'591LF-LOHEMICFPROMDE'AUTO FAUDET LESS POP-UP 941NN S��• L -� I TRUEBRO LAY-WARE 01 1/Y l/2 1-1/2 1-1/2 2.4.5 w.av i I � �// CLEAN WT CO-25M 8'pA 55 COVER --.n. { I WCO WALL ZNN CAST ASS BODY NTH _ • _ 3 A(O...... PVC BODY RUIN 3• - 3 3"VTR N BE BITAIIED 4559 CAT ] A+EY1 FCO FLOUR WT CO-A-CR6 SCKGATED BRONZE COVER - - •` THAN ANY MR NTAIQS LOCATE � I OHS-1 PVC IRO STR ROUND PER ROOF PLAN SHEET // I{\V, FO-1 FLOpt p2AN �2� CAST WON SIRARER - -EWAL BY A HAY Y i I - 3 r 3" YYOITW 1-1/2"1 \rte I Effi Fs-+ FLOOR SMc FD�237o-Pw(PVC) / I I NINA WATER YER tWE5TOR SUIOX C HIEF OR PRECISION PLUMBING INC. I �1-1/2• t/1/2' +-,/2• Ers U I uv_+ l�I I \I 3 OE11 EM r YV-1 MIXING VALVE POWERS LFYY432 POWERS HYDROGIIARD TF1MFmNG VALVE 3/4 ,.7. " •O IN P WT 1/Y 1/2' n WATER FiLIER YOIMIED ABOVE SHR( 0115=1 I I I1) \4 r I 3• MF-1 WATER FlLTER CUNO z80 3/4• 3/4• r 1 E• 4• FL=T MT fu l // 1 s 4.+ E1ML OVOE: BRASS FLOOR FLANGE BOLT CMS.wAx RNG k CHXOLE suPPLr S10P. Via" 12" r Z PROYME Y STRANER.1-1/4"McMM CRROM E P-TRAP S CHROME SUPPLY STOPS. Tye ( 4" W r - y%{y I S COVER TO BE FLU91 NTH FLOOR/ptADE 1-l/2 \I EGQ 4. PROVIDE A WALL YQRIIED CONCEALED ARM CAAPoER. EfL. 6. PREFACE NTH 11ERMAL AXING VALVE BELOW FIXTURE. SET AT 105 DEGREES F ,�� 4" 4• 8. EXTEND RELIEF FROM REP 70 MOP SM(W/PROPER AR GAP. ' t. 7. FAUCET TO BE PROVIDED W/VACWY BREAKER. 14" 3' Erb TO SANITARY SEWER 1-1/2r I`/�y�111I O 4 AS �y I i r Thud6227NSr AAHE O� I �1 S O i r _ CIm.rNx8134515 1 OF�1 ED4 IEIIN SANITARY ISOMETRIC A A MPWwML N.TS I COMET.TYPE V_I aNYi.4. ALLOWABLE NIX OF FLOORS +M(CAIEOORY D Ni 1W10OTY(IL NfD 400515(AN) NNE M19D OF O W-Wig THIS IS A STATE APPROVED ISDLISTRIAL MODULAR BUILDING NAL"' B�1-m5BF LD fl 100 These plans have been approved by the State Modular Building Division ""RROV „v L or Industrialized Buildings Division.Only those items listed on the site installed items �°,E TM Y.. list on the cover sheet are subject to the review and inspection by the local building TngpF� department.All buildings constructed to these plans will be state andlor third party W Yom/ labeled indicating compliance to the state adopted codes PLUMBING SCHEDULE prow r P21 CODED NOTES® GENERAL NOTES I. REGLLAATTORR ARPERR LOCAL GGATOR 10 S COMPANY ATNSTALL GAS MEEWI LOCAL 1. P UMB G WORK Bpi CA1DTW E� REQUIREDECCSUARV TO aB GAS COMPANY FOR METER AND REGULATOR STANDARDS PRIOR TO LOCAL CODES AND ORDRYNCES, ROUGH-N. 2. PAY ALL 1505 MD ARRANGE FOR E%ECUTOM O ALL TAPS METERS NN 2 MID GAS COCK ATIWATE I ATER191 AND INSTALL e•DIRT LEG N:WIBED EMGAERIC OF MY),SIC.NlE7DIT ro illE NSTILIATDNI O AND COO(AT WATER HEATER. tEW PLWBNG SETFAQ. 3. BUILDING MANUFACTURER TO FURNISH AND INSTALL A CONCENTRIC 3 PLUMBING WON FOR THIS CONTRACT SHALL INCLUDE ML PANG FOR VENT AR INTAKE WALL TERMINATION KIT.MAKE ALL FINAL DOMESTIC HOT AND COD WATER LINES VENT AND SMNARY LINES. NTAKE/EIHAUST CONNECTKNS COORDINATE LOCATION OF WALL HOOK-UP O ALL FlXDRES SC EDUIID MI THE 08091150 AND OPENING NTH ARCHITECT AND OWRER5 REPRESENTATIVE PRIOR TO GAS RISRA1ION O D ESIMAIED PAtIO COIERUNS. I SHALL WAREHEWALS NCUDE ALL ROOMY-RI.NSTALL PER MANUFACTURER'S RECOMMENDAINNS VENTS TO TERMINATE PER ARCHITECTURAL.PLANS. 4. ALL HEMS GAMY FITIBDS ETC NOT MENTIOFD BUT UNDERSTOOD TO THIS IS A STATE APPROVED INDUSTRIAL NODULAR BUILDING {. EXTED GAS UE 7FRDucH ROOFTOP IRIIr5 ROOF CURB 10 BE NECESSARY AS FTT1NI E RE PLUMBING SYSTEM SHALL BE ROOFTOP LINT AND FURNISH AND INSTALL GAS COOL.8•DIRT LEG CONNECTION.COORDINATE 350 051.CONTRACTOR TO MAID FNAL. S 501.WASTE.AND PERT PANG TO BE O MATERIALULE 40 AS BY LOCAL These plans have been approved by the State Modular Building Division EXACT LOCATION OF EQUIPMENT NTH HVAC CONTRACTOR PNUR 10 .CODES.PVC.oMv PASO AID FIT111G5 10 BE SOEDHIE 40 A or Industrialized Buildings Division.Only those items listed on the site installed items ROUGH-CE 5. SEE MATER HEATER OCTAL OR M5 SHEET FOR SIZES AND B. PROVIDE OEANOIIS FOR SOIL AND WASTE LIES AS SIGN!OM ERARSII list on the cover sheet are subject to the review and inspection by the local building CONDNUATION OF WATER LIES. AND O TYPE 400505ED BY LOCAL CODES. department Ail buildings constructed to these plans will be state andfor third party 6. PROVIDE CUT 10 LENGTH PEX PIPING SUED PER EQUIPMENT 7. WALL MATER SUPPLY PASO BELOW GROUND MALL DE PEX PIPING CONNECTION SCHEDULE.EXTED FILTERED COD WATER PEX FROM UY ESS PROHNIIED BY LOCAL CODES N MMCN CASE COPPER labeled indicating compliance to the state adopted codes MANIFOLD SHUTOFF ABOVE CEILING TO EDUPMENTS CONNECIION. TUBING STALL GE USED.(AVITID FlTIRIGS BELOW STAB NIEIESER INSTALL CON ECTION(INS ON PEX SIZE AND TYPE TO POSMBlE).ALL WATER SUPPLY PIPING ABOVE GROAN)SHALL BE COORDINATE WITH EQUIPMENT CONNECTI N.SEE PEN RISERS AND CPVL n HALL.U.N.O.PEE PIPNR PASSING IHRPIOI CONCRETE NSTALNACON DETAILS.COORDINATE NMO OWNERS ATIONREPRE EHTATV£ MANUASS STALL BE RO PONS PVC BEND SUPPORT 5 1i KIICHE11 CONNECTION SCHEDULE FOR MORE NFO&IATION FOR MANFACIULR.PROVIDE UPOHOR/ BEND SERIES.A55W500 FOR &MILLWORK.CONTRACTOR TO INSTALL CODE APPROVED DOUBLE 1/2•.PEX A 000750 FOR 3/4•PEX,A5501000 FOR 1•PILL CHECK VALVE ON ICE MAKER SUPPLY LINE PROVIDE CORRUGAIED PVC TUBING(1)PIPE DIAMETER LARGER THAN TIE PEX TURNING FOR SUES LARGER THAI 1•PEX. 7. EXTEND 1/2•COLD WATER BELOW SLAB FROM PEX MANIFOLD FOR ITEM(11.6&29.7.COORDINATE NTT OWNERS REPRESENTATIVE! B. PROVDE FOR DRAWING INTO SYSTEM.AND CAP ALL STUDS UNIT FINISH EOUIPIIEIT SUPPLIER. MORAL 0115111135.NSTALL DRAIN VALVE AT WATER METER WITH 3/4 HOSE THREAD AND VACUUM BREAIQT. & PROVIDE EXIT TO LENGTH PEG PASO IRMA WALL SUED PER EQUIPMENT CTION SCHEDU EX LE TEND COD AND 140 HOT L PROVES S10PS OM WADS DIPPUES ID EACH FIXTURE!EOIPIEHT. BOA N WALL TO EM1WLENT S CONNECTIO/.INSTALL CONNECTION ENDS I& GAS P0540 FOR HEATNG SYSIEID NN GAS-EYED EQUIPMENT 9NLL BE ON PEX SUE AND TYPE TO COORDINATE NTH EQUIPMENT 1101350N THIS COIIRACT.GAS PASO MALL BE STANDARD WIT. CONNECMN.SEE PEX LASERS AND KITCHEN CONNECTOR SACS STEEL PPE SCHEDULE 40.PASO EXPOSED 10 ATMOSPHERE OR SCHEDULE FOR MORE INFORMATION MD INSTALLATION DETAILS. RUN BELOW GRADE SHALL HAVE POLYETNWENE PLATTE COAING ALL 04 COORDINATE NTH OWNERS REPRESENTATIVE!EQUIPMENT PASO.FTHNGS AND INSTALLATI N SHALL BE N ACCORDANCE WITH } SUPPLER REQUIREMENTS OF UTILITY COMPANY AND ALL GOVERNING BODIES. jf(11 / EXTEND 1•WATER SERVICE U/E TO 9. PROVIDE CUT TO LENGTH PEG PANG SIZED PER EQUIPMENT 11. INSULATE ALL COLDLAID HOT WATER PIPING NN AN5IRO G COMPANY TI/-- STREET ANN.REEK 70 SITE PLAN FOR SmigMCHEWLE.EXTEND CORD LAID HOT WATER PEX FROM YWMEII091 975 CONTBAIATIOM. OVE CEIl1NG AT 3 COUP DICE 10 EQUIPMENTS AOEO I NB NT-HO CO D AIL D AM NOTWSTALL CONNECTOR ENDS OH PE%DOE AND TYPEFBA O EALATIOAIXN ro PREVENT PNZa1G.NDNATI N 9441 MEET t5 IW TE NTUi EOMENT CORNECl1XN.SEE PEX RISESFLAW SPREAU AID SMOE DEVELOPED M1F1I.5 PEQIIRED BY LOLL a z s 3 NN COECTION 501(109.0 FOR MORE NFORMATO!MDCODESI Av-t01/2• S DETAIL COORDINATE OWNERS REPRESENTATIVE !EQUIPMENT SUPPIIFIt. 12. PP1115110FIXTUES SHALL BE FURNISHED AHD INSTALLED LADE 114054ON V E DRAWNGS.ALT FIXTURE HTTN AND I GSIMPOSED HOUSE PASO 16 SITE CONTRACTOR TO FURNISH AND INSTALL WATER METER SEE 54111.BE BRASS CHROMIUM PLATA ALL TRAPS SHALL BE CAST BRASS WATER ENTRANCE DETAIL SHEET 04.1. ALL FIXIRES SHALL BE EQUAL N ALL RESPECTS 10 FIXTURESSPECFED. JmNE.11111951,PE..WA1ER lETER TYPE IS 10 BE PROVIDED AS REOXRED BY LOCAL UNITY 212 FIN 71e0 TEAR I1CB.1 il. EXTENDFRO•COLD WATER CUT TO WEIGHT PEG LINE 11 ABOVE COPANY. PIIubNB,PA 19363 RISER FROM BELOW TEARCENXIG FROM PEG MNNFOID N 11WUTUUTY ROOM DOWN 10 FE - APPROXIMATELY 30.4/-AFF FOR TE WATER CLOSET TAN( 14 ROOM-NI AND FINAL CONECl1ONS O REQUIRED WASTE.VENT.AHD Q ... CONNECTION.SEE 0SER DIAGRAMS FOR DETAILS AND W41TER RIPPLY PASO BY 1145 CONTRACTOR ALL SUPPLY PANG 41 199 YBFI ARCHITECTURAL.91EEf5 FOR MOE NFO MAININ.COORDNATE GE ERV SUP t�36.11/2• EXACT LOCATION Nn1 TE MANUFACTURERS EQUIPMENT PRIOR TO 1/2 9 n ROUGH-N. 15. HOSE BUNS SHALL BE FREEZELESS AUTOMATIC MAKING TYPE AS D.QIF3 12. EXTEND 3/4'COLD(PVC WATER LINE TO WATER FLIRATWN MANUFACTURED BY WOOOFOM. SYSTEM ABOVE SANK.FIRNSN AND NSTALL SHUT-OFF VALVES. .1071 YISTALL.HOOD ITE11 PER MANUFFAACTURER'S RECOBMENDNADS ATIONS.1RAnON SYSTEM 17. HIRE 519.00 MANUFACTURER SHALL MJARANMEE ALL WI NSLLLIID UNDER TE CONTRACT ro BE FREE FROM DEFECTK WO KMMSXP AND ,• A R 0�. _ 11 DROP 3/4•NOT AID COLD ONES TO MATER HEADS. YA1ERHAL5,(USUAL REAR IS EPECTED).AND 5)010 ANY 9101 OEFE RTUl-1 a DEVELOP FM)MI A PERIOD O OE YEAR AFTER ACCEPTANCE O 1W egar �y50 MIN I 14. FUNIST MD NSTMl CHECK VALVES N TE COLD WATER SUPPLY BUIDNG BY TE ONEIL THIS CONTRACTR MALL REPAIR MD/OR R" TO PlI1MRUING FlXTUE/KITCNFN EQUIPMENT N ED DICAI .VALVES ARE RFPIACE ANY OFAECTVE ITEMS LAID ALL DAMAGE PESLiNG FROM 1 \ / 748 J 1/2' 1 TO BE LOCATED N M ACCESSIBLE LOCATION.GENERAL FAILURE O WESE 0945.AT NO EXPENSE WHAISOLWR 101W DYER. CONTRACTOR TO INSTALL VACUUM BREAKER AT CHEMICAL 3MY DISPENDNG UNIT WHERE REOBED BY CODE t& BAOOLOW PREVENIER 10 BE INSTALLED WEN REQUIRED BY LOCAL CODE. X07; • I �— __ __ t/ ♦ 15. MTS SECTS I EM MOP M IF .M C ACCE� AFF FOR CTIIONSS 5OED4E.DETAILS MD SMATARY ISOMERIC IA SEE NUMBING FOR IEN EQUIPMENT SCIEDUIE.FlXRXE L N I.__ COORDINATE EXACT LOCATION PRIOR TO ROUGH-N. 16. 2•GAS LINE TO RISE UP N WALL TO ABOVE CELNG. DULLTB MCO M1 D ON O1H N.DW�GS PPRRIOi ro 53101-N 1/ 7 10.1 L/ \ I 17. DROP 1 L/4•GAS LINE DOWN TO WRIER NEATER. `121. PROVDE A TRAP CRIMEA ON ALL FLOOR ORN6 UITIUT HENS INNER i 1/2 / i& 410YN FREEZE-XA DRAWINGS.H NTTte•ABOVEFINISHED GRADE.CATI MORE].US UN ON ABI®UNN ro CONNECT TED MI FI.OOR DRAINS TO OE HENS PRIMER. RUR PEX SUPPLY ABOVE UNT I FABO IE TO ACE. SLAB UIIESS NOTED ETERNISE COORDBUTE NTH OTER TRADES PRIOR 22. ALL COD.HOT.TED F1.lEED WADS LIMES MALL BE NSVLLED PRO R TO ROOMY-RI O PIPING 10 PREVENT COEUCT. 18 1& FKTEI WATER SOFT DRIN IN PVC PIPE BELOW ING LINES TO PROVIDED BY GONG CONTRACTO.BUIDNG MANUFACTURER GAS LOADS FOUNTAIN SUCODEPPLY UNE. p°11E pECK VALVE UN SODA 21 COO ORATE LOCATION MD RONi-N AB RT O K BIER EQUIPMENT -t- NiN oOETI ALAI MILLWORK PRIOR TO ROUGH-BE MACIC ALL 10 MN 016.0) TIM ]10 YSI (COOk4 (Af1NS) I CONTRACTION VALVE TO BE N57ALlID PER LOCAL CODE 24... g(NORD� LDH�WOOD 30065 BRA T HOSES 2G GAS SUPPLY EMERGENCY SHUTFF VALVE BY GENERAL. REOUREMDI1S. FOR ALL CMINIERTOP ENIPIERT. 7 WN HEIR a9 aN1 (PISS 100 YN 25. p9pNlE 9DOG ABSORBERS AT DIE END NN O ALL WADS PRNC..SE IBM ID INC 8 25 110 MFWi u1 AS RECGIMWOMMENDIIOD BY PMANUFA MN ORMIAGE MSRNIE AND AS tt ,� 1/Y 9 9 RECOI90ED BY t1E MAMFAUIUNIt IDEAL III 191 l/` MALL SLEEVE 00 MIN Al 1/2 i ♦ jJjJ 2& (GAS MD M1ER)TORE CONCEAIID N WALL SPACE FRENN >(y�L n. ALL SIDT-Off VALVES ID BE 1/4 LAIN SHUT-OF VALVES. O7 2& TK BMDNG MANUFACTURER 10 INSTALL PEX MANIFOLDS LAW CENTER SPACE MD GAULBE 901.14110 AT tY A.F.F.UNLESS NOTED .M1. OTERWSE.COUNDINAE LOCATION NN 05408. 29. Y AllY FRMMES PLUMBING PLAN-WATER/GAS M`GH" ""ro E BEAT IHISCONTRS Ero BY IllS PENg mild Paty:HWctAee 150 1627 SwWSMynle Ave. 1/4"=1 G-0" CleNwper,FL 34616 NORTH (717)-5848151 WATER HEATER PACKAGE me AFMPKL VACUW RELEE VALVE Y71T/MTAL(E PIPE 1• CONSC TPE V-B 7------ ALLOWING LMAY11 AQMwuac NG 1 Ag1A$TAT 11/4• �f Y E 1 1•FROM WATER METER G 0_t._ WIDE A1RIR (UL __ -_ __21;E FLOOR PLAN FOR CONTINUATION RAID PFl.0O1Y(HUN) YV-1 FRO M1MG O 0 �1• FXT.MILS /4ALLHA T I - - - -140 NV -1 P05816 2581-NOGW F,A05 100 101505*.DATE 1-"x18 /1� MAMFACIIREII yMYnt EaiIV CHECK VALVE O ' I,J I TTP(EQUAL /wATGET5 1C IDNE Yes --- RD I irB-1-1/2-1) m-1 I AND NIXIE GAM BE LOCATED BELOW THE 01 ULAN. ABOVE AR-.L VENT/NTAIE PIPE FURNISHED AND NSTALLED ET-1 BY THIS CONTRACTOR.PROVER CONCENTRIC PLUMBING A.SM.E APPROVED TEMPERATURE I ALL FIN TAKE WALL TIALIST OM IOU.MAKE S AND PRESSURE RELIEF VALVE TYP. All FINAL NTAL(E/E7N OF ALL OACTONS C8TH AR TE LOCARION OF MALI -RI. WATER/GA 018TH ARONIECT PRIOR TO ROUGH-N. EXTEND FULL.DOE TO INSTALRECOM EPER NDATONUFAC7lRER'S Ptoppt MOP MW IMP. y DRAIN VALVE P3.1 GAS-FIRED WATER HEATER DETAIL( \ NETS 1 PEX MANIFOLD 111Th ROOFTOP UNIT QUARTER-TI SNIT-OFF VALVES AT EACH BRANCH CONNECTION REFER TO PEX SST OFF VALVE INSULATED PEX IN ABOVE�� ' DETAL SHEET PA1 ABOVE CEILING UNION CERING ��DE BALL PROVIDED BY KITCHEN EQUPLENT SUPPLIER, p� GAS PIPE V PROVIDE UNION �UNTEO BY PLUI6WG CONTRACRXt. 3/4• ACCESS OPENING IN If MAX TO ICE I COUNTER-TOP IWIN(ROMMET MACNNE m PROTECT PEAL ROOF CURB 1/2' PDINT Qi RISE TEST dRT LEC BFP zu PROVIDE BALL B• R00F SEAS T VALVE VALVE APP�6VID K.ES PRO`IDE UNION F100R COUNTER MOUNTED POWER RECEPTACLE REFER COKITC*WNEOLIIElIT GAS PIPE TtlLU ROOF AND CORE OF ROOF CURB TO ELECTRICAL SHEETS REFER m SHEET A2.1 - ACCESS OPENING N MUWORK. COORDINATE NTH MILLWORK DRAWINGS STAND-OFF BETWEEN WALL AND BACK OF MILLWORK. PEX MANIFOLD NTH VVALVEESS A ,BRA CaRECTKR REFER TO PEX PEX MANIFOLD INSTALLATION DETAIL GAS PIPE THRU CURB DETAIN CENTRAL WATER FILTER SYSTEMT.S r N.TS © DETAL SHEET P4.1 NIS � FROM WATER METER 1• _ — " — 1 - - MV-1 EOPANSUN 2NINss&Bm4y.P8 TAW 1 ABOVE RESTROOM 212 F-Tml 1• FILTER BANK.FLTER m SYSTEM 1•— —.. 140' �VEBNWC2 Swc DHw-1 BANK NT m BEER ABOVE ICE 1' /4' BYPAssm_INInMLY. MAKER �RESOOM AVE 3 COMPARTMENT SINK % OCW-1LT80 Ez $ Et SOiNt• ABOVE—L— RrATE of ]WY Ht HI Ht 73 LT W W F �EORID�:+�C. g 3 S \ \ 4 FROM WATER METER ABOVE FLOOR SLAB ABOVE FLOOR SLAB :DENOTES MFO D IINDFIT SLAB MANIFOLD DENOTES CHECK VALVE(REFER TO TDI.PLUMBRIG FITTING SCHEDULE) ALL PEG PIPING SOWN m BE INSTALLED ABOVE 141.0DEN CHECK 1 : OTES DUAL VALVE(REFER TO TEL PLUNMING FITTING SCHEDUL RAIG E) CE AS A NOME RUN NTH INDIVIDUAL LINES TWIN TO EACH .E D CE Eg1PMENT UNLESS O D MAY wpv¢YyEj :DENOTES MANFOLD D®O DENOTES RP.(REFER TO lDI.PLUMBING FITTING SCHEDULE) OTNRNg.EQUIPMENT ON ANNE AS ION I BE MAIN M A STATE APPNONRB INDUSTPLAL RBBDLEB BUNJU& _ INSTALLED IN A DNSY CHAIN•FASHION F WATER b1 :DENOTES CHEER VALVE(REFER m TOL PUAII PRESSURE FLOW AND COST ARE NOT AFFECTED. TO NtA4 pNW hove boon Npp'ov°d 6y the RNM ModLdw&MANN RIM. . [ - FlTTRNG SCHED(R.E) Qf k d.W.M.d BMIdMgA DKAslonONY 111oWW NNm WIedoO tlM Me MWW W iYms WMan tlN aerw oMol ,r wiy.cLb BW I.ow vM ergoUoo OF IRA Loral WBE'eq 1040 :DENOTES DUAL CHEM VALVE dINI NMAN.YOlidnp eooFWVCN4d btlww NHVW WMM4bIW WndIor BWd Plrb i Yd ANBI�PI-�.mB».w..dolA.dl�d. PLUMBING RISER DETAIL-COLD °® °E<I°'ES RR PLUMBING RISER DETAIL-HOT&TEMPERED WATER N. —FLU— FILTERED WATER N.TA FLEL G E BE PROVIDGASEDTO PROVIDE 3/4"LINE STUBBED FOR RRIGATININ NTH TE EOL04AM PACKAGE Tb d PNLy:NWC A Ac IOC. CONNECTION NTH SEPARATE BACKFLOW FOR FINAL INSTALLATION BY TE 1627 SouWMyNe Am PREVEWTOR AS REQUIRED BY LOCAL AUTHDIWTY. QUICK DISCONNECT THE PLUMBING CONTRACTOR PROVIDE DEDUCT METER F ALLOYEDBY LOCAL APPLIANCE (2es ,FI.34616 717>5844151 AUTHORITY.CONTROL INEX SHALL BE INSTALLED (717}584.8151 ON IRRIGATION LINE FOR OVERNIGHT CONTROL ,r� t` '? HIPPIE FOAM SODA ..IRWOx REMOTE READER. CAS COCK LINES N m �� SEAL ' LOCAIE�PER 1'REDUCE PRESSURE X 1 v - $CHEWIE Np5f.TYPE V-P LOCAL WATER BACMFLOW PEVENTER 40 PVC(SINE OCCUPANCY AuYwNK UTILITY 2111LN MODEL 375 C' ��`y AS NOICATED AMDWAI E NO I REOIREMENTS i - ON DRAWNNS) OF ODRS IY R S7RANER ��." d DRAN LAE TBp VE OCI Y BLn—DSBTF �W' RWR iD WNI VDOOIY(ABi)TiA� f>£RAINC a 0 I•WATER METER I FIT.WALL4 PEN LOCAL WATER _ GAS YANNTXD TO FLOOR PLATE ' —. d PLIVN NO. BSB]-006BF AUTWNITY �'� OTHER APPIUNCE p ti o d II" MLOw FTOCW 100 I (18.OFF) O p p MOUNT FLUSH I APPROVAL DATE - 1'N/CDIaING v ./FLOOR I MAIRFACIINWP VMmt wA5FRVICE AC / p o p o p AIR GAP 2 z•d'. LgOmO y� F __________ °P rppA/� T1r � NON ° IM 5E: MAXUM PR0J.FROM WALL a 3• r PP MIN OFF. 3/4"DRAIN FROM BACKFLOW O P.C.TO INSTALL A NIPPLE ON APPLIANCE LONG ENOUGH TO CLEAR BACK OF APPLIANCE AI Rou,m m Fl�R PLUMBING UUIN PROVIDE NM PROPER NSTALL ELBOW ON THE 001 FACING IN 1)01 DIRECTION OF STUB CUT&SEC.NIPPLE I AR GAP. INTO QINCIC DISCONNECT FLOOR I ARAT CPPPVEANCE RAVE SEP &GAS COO) OU DISCONNECT TO GAS COCK ,SIX WALL(EACH APLI DETAILS LONG RADIUS ELBOWS HUB CUTLET PMIW N WATER SERVICE ENTRY DETAIL (� GAS/QUICK DISCONNECT SODA CHASE DETAIL D FLOOR SINK DETAIL N.T.$ v NIBC 11.1.3V MTS „ P4B1 CODED NOTESOO GENERAL NOTES MAXIMUM EXHAUST RATE 1. PROVIDE ROOFTOP UNIT MD CURB.COORDINATE UNIT WITH 1. PROVIDE I YEAR WARRANTY ONWOR(YANSIRP AND ON W SIRUCII RAM ART AND CURB LESSE FOR PROPER cs*i EOMENT ST 'I TARE 6-4 DRAINAGE PROVIDE f1EN ELE CONNECTORS ON SUPPLY MD RETURN BJIDINO MANUFACTURER. I YEAR PARTS 5 YEAR COMPRESSOR MA) ASRAE STANDARD 621-2007 AR DUCT CONECTIONS TRANSITION TO DUCT SIZES SHOWN. 10 YEAR HEAT EXCHANGER WARRANTIES ON THE ROOFTOP UNITS BY EOUPMEHT MANUFACTURER. 2 PROVIDE CURB AND INSTALL ROOF MOANED EXHAUST FAN PER LACK 2 INSULATED FLEXIBLE DUCT MAY BE USED N MAXIMUM LENGTHS OF CODES - 7'-C PER BRANCH RUN.THE BALANCE OF THE RUN SHALL BE HAND I INSTALL GREASE E)HYAUST HOOD.SUPPORT HOC)PER PIPE W/CODE LRRLRM INSULATES SLEEVE FLEXIBLE DUCT SHALL BE PAIR SPNE AREA (R1/LMT I(1846001 EM/SOl EDWST IOTA TOTAL MAIAIACTRER'S INSTALLATION INSTRUCMNS MANSION FROM HOOD OWENS CORNING 00.25 OR EQUAL REaB(D PRORSD CONNECTIONS TO DUCT SIZES WONT 1 SPIN-N RTTNG R/DAMPER SHALL BE F EXAAE RE OR METALARE 4. TRANS7ION RUTH WELDED BLACK STEEL DUCT WITH 0EANWITS AT MBSD.TYPICAL OF ALL BRANCH DUCT RUNS EF-1 IRTOSN 575 - - a7 402 102 IRS EVERY 90'TURN FROM HOOD COLLAR 70 DUCT Siff SHOWN AND EF-2 IDT1RI 50 I 70 I 2170 TAD J2875 EXTEND 16 GAUQ CARBON STEEL GREASE EXHAUST DUCTWORK 4. ALL DUCTWORK TO BE RUN ABOVE THE SUSPENDED CRINC WHERE WELDED UREA)71047 UP TO EXHAUST FAN.WRAP GREASE DUCT NTH APPROPRIATE.ALL EXPOSED DUCT TO BE 090 GALVANIZED STEEL MID TOTAL I 102 n50 COMPOSITE CEASE DUCT ENCLOSIXE ASSEMBLY PER HVAC LRRNSULATED.ALL UN-EXPOSED SUPPI.T R RETURN MR DUCTS AND SPECIFICATIONS AND NOTES.INSTALL EXHAUST DUCT WRAP PER DIFFUSERS ARE TO BE NSULATED. MMAEACTURERS INSTRUCTIONS.PROVIDE THE•FASTDOOR K'GREASE DUCT CLEAN-OUT ACCESS DOORS(C0.0.)MMNUFACTURED BY 5. SITE CONTRACTOR TO RECEIVE AND SET ROOF MOUNTED CONDENSING THERMAL CERAMICS(OR EOUVALENT)AT EVERY CHANGE OF DIRECTION UNITS AM)DUNNAGE REFER TO STRUCTURAL PLAN FOR LOCATIONS N 7)E DUCT AND/OR EVERY 10 FEET RTN MINIMUM OF 3 FEET OF ROOF MOUNTED EOWPMENT,CUM.MD RAIL DETAILS CLEARANCE N FRONT OF CLEAN-OUT.NSULATE ACCESS DOORS TO 6.. DUCTWORK SHOWN IS FINISHED O.D.DI ENSION AND TO BE INSULATED MAINTAIN RATING OF GREASE DUCT ENCLOSUE PER OE ASE DUCTOUCRUTH R-6 MN,IN84 IS FUG DIFFUSERS. TUTUS AIR DISTRIBUTION DEVICES(OR APPROVED DQUAL) WAG EQUIPMENT SCHEDULE FINE PROTECTION INSLATION MMWACIURER'S INSTRUCTIONS. S. PROVIDE COMI NAIDN AUDIO/NSLAL ALARM MD REMOTE TEST 7. RETINA DROPS FROM TRY STANDARDS TO AR LINED,PLANED AND GLUED W/1' RN MDINiNC YAIFRAL AS BOLDER REMARK MAMIFADIUSR JUT MODEL LID S A FNIOFI lOT pD T YCA U( II Q{.A Eg1 STATION COMPATIBLE RUTH ART MOUNTED SNORE DETECTOR.MOUNT INSLLATION PER NDUSTRY RLD2 CATNUW Ulm. LEO( FIBI STALE RRWT I.rll 36•ABOVE FINISHED FLOORMOOT LTERI FOR PIES UNIT IN MONINFPA 0DAS. H. LOCACOMPLETED .�TE.�FEDERAL ODES D ORD COREONM DINANLES NCLUDNG,BU • TRANE RN-1 YSCOZE3ELA 6 1 2250 /3 80000 72000 71 00 11.2 ALL APPUCARLE INSTALLATION (FRO MEET ALL CATERS AS PRESCRIBED IN NFPA 90A PAS-AA 101x12' 6'I C IND NFPA 72.(EDGY 806) NOT LAUDED TO THE LATEST EDITIONS OF TIE FOLLOWING:STATE PAS-AA 12.12* 6'0 'C 'C RMA?AC11ASR NIIIOLFL NEA /NOFI 90.1 ItAD IIfA YMO kI (ID 6. INSTALL ROOM TEMPERATURE SENSOR AND THERMOSTAT AS SHOWN. BUILDRAG COOS.IFPA-ROA.IFPA-96 AND MPI-10. PAS-AA 24•.24 120 C MOUNT THERMOSTAT AT 48•ABOVE FINISHED FLOOR AND SENSOR IN 9. RIPPLY MID RETURN AR DUCT DROPS FROM ROOF TOP UNITS TO BE TRANS -2 YSCO7ZE]ELA 6 1 2250 /3 8000572000 71 80 11.2 RETARN MR DUCT. ISOLATED FROM ART VIBRATION WITH FLEXIBLE DUCT CONNECTORS PAS-AA 24'.24' 10.0 • C R' 18•.4' 'C 'B' PROVIDE NS PEA.BXN 7. DUCT SUPPLY14G DIFFUSERS AT HOOD LOCATIONS IS SIZED TO SLOW 10.RUN 18/8 THERMOSTAT WIDE FROM FAN CONTROL PANEL TO ROOFTOP BY AR DOWN TO 460 FT/MN.REFER TO KITCEN MAKE-UP AR DIFFUSERUNITS FOR THERMOSTATS AND 18/2 FOR OUTSIDE AR DAMPER 675 ICU CB SREM ' PROWEN .BOX ROOFTOP ARTS ARE TO BE COMPLETE WI TI TH E FOLOWING: DETAIL ROUTE DOT UP N JOIST SPACE AS NEEDED FOR CONTROLLERSPAS-AA 48•.24 22.46' •C •B• PNOVGE NS TEN.BOX 1. PROVIDE LOC(ING COVER ON THERMOSTAT,TRRANE DIOTAL TIERIOSTAT CONTROLS AND R410 THERMOSTAT INSTALLATION. 2 PROVIDE 14•INN CURB MOUNTED LEVEL,0-50%MOTOR OPERATED OA HOOD AND CONTROLS a SITE CONTRACTOR TO INSTALL ROOF MOUNTED CODEMSING UNIT FOR 11.SITE CONTRACTOR TO TEST CHECK ND BALANCE ALL ROOFTOP UNITS TIER OSTATIC EXPANSION DIFFUSERS TO 1000100 CAlL T AND ASSOQATED ROFRIUEANT LINE VALVE.SOLENOID VALVE.TEMPERATURE. AND SUBMIT WRITTEN REPORT BYE)OIAOST HOODS.EIOIA)JST FANS YAA CERTIFIED BALANCE CONTROL.SIGHT OATS.FLIER DRIER.PRESSURE CONTROL CONTRACTOR TO THE OWNER. NOTES CRANKCASE HEATER,LOW AMBIENT CONTROL AND NEATERRRAO 12.THERMOSTATS ARE PROVIDED M FAN CONTROL PANEL. HVAC 1. SYMBOL KEY-FIRST LETIE.S-SUPPLY R-RETURN E-EINAUST 6009140 PROVIDE ROOF RAILS TO SUPPORT CONDENSING UNIT O CONTRACTOR TO MOUNT REMOVE SENSORS AND RUN CONTROL WIRES SECOND LETTER D-DIFFUSER R-REDSTER 0-RIL E ROOF.TRAP AID SLOPE CONDENSATE LIES PER MA UFACTURER'S FOR STATS AND SENSORS OUTSIDE OF THE FAN CONTROL PANEL 2 CATALOG NUMBERS REFER TO TTS AIR DEVICES SEE PLANS FOR DUCT NEC(SIZES AIR BALANCE REPORT RECOMMENDATIONS.PROVIDE HEAT TRACING ON CONDENSATE L0•ES 3. 1.2.3.AND 4-RAT AR DEVICES ARE DETERMINED BY DIRECTIONAL ARROWS ON DRAWINGS. AIR BALANCE SCHEDULE RRONED.SEE SPECS INSIDE FREEZER.PROVIDE PIPE CURB ASSEMBLY FOR ROOF 13.ALL CURBS TO HE OE PIECE WELDED MD INSULATED LOCH. STEEL 4. DAMPERS SHALL BE OPERABLE FROM FACE PENETRATIONS.REFER TO ROOF PLAN MEET FOR ADDITIONAL WIN RIND INSULATION GLUED 70 RODE OF CURB. ALL CURBS TO 'A•TONGS REGULATOR WITH REMOTE SWITCH ISUPPLY RETURN AIR I OUTSIDE AIR EXHAUST RESLTNG INFORMIATION.REFER 10 DETAILS ON ARCHITECTURAL SHEETS FOR PPE HAVE WOOD NAILER ATTACHED TO TOP OF CURB 'C BUT7EPLY(40)5) MINK AIR AR pp�pE FOR PPE CURB ASSEMBLY AND RHO.INSTALLATION. S. FNI91-'C BARES WIDE ENAMEL FINISH STANDARD 14.ALL 90 DEGREE BENDS IN SUPPLY AIR DUCTS TO HAVE TURNING S. BORDER SF9E- RN-1 7750 1990 280 +260 9. IRANS71ON FROM CAPTURE JET FAN INLET ON TOP OF HOOD TO DUCT VANES.THE DISMANTLING OF ANY DUCT WILL BE REQ IRED TO VERIFY 'A'SURFACE MOUNTED RN-2 2250 1990 280 +280 SIZE SHOWN AM)EOTE/D DUCTWORK TO GRILLE AS SHOWN ON PLAN. VANES. 'B'LAY N YOUNTNG DUCTWORK AND GRILLE STATIC PRESSURE LOSS SHAT NOT EXCEED 'C LAY-UN RASTER FRAME MO-1 1440 +1440 O.W. 15.ALL DUCT WORK Ti TO BE INSTALLED PER SMACUA 9'ECIFICATOUS. 202 P x 15.11 ,P.R. 212 Fox IYWI7 HOOD EF-1 1800 -1800 10.RISE DUCT OP IN JOIST SPACE NTH RADIUS ELBOW FOR CLEARANCE 16.PIEZO ALARM AND REMOTE TEST STATION FOR SNORE DETECTORS (2)FF-20]S 004 EA - 150 -1'H. BEFORE DROPPING DOWN TO AIR DEVICE INSTALLED BY HVAC CONTRACTOR.MOMN71 NG LOCATION 910084 ONELECTRICAL TOTALS 4500 3960 +1860 -1950 +10 RAN 11.BELMOUN FITTING WITH MANUAL BALANCE DAMPER(TYP).DAMPEN TO BE INSTALLED SO THAT OPERATION IS FILLY ACCESSIBLE FROM LAY-IN 17.81110610 MANUFACTURER TO SUPPLY AND INSTALL VINE FOR CEILING, THERMOSTAT AND SAME DETECTOR CNCRS 12 SITE CONTRACTOR TO PROVIDE AND VEN T UNIT FOR 16.CONNECT ALL DUCTS TO FANS ARID OTER AIR DISTRWUTION '• tle.t . HVAC LEGEND HOT GAS WATER HEATER. GASKETS T USING MECHANICAL FASTENERS WIN SEALS MASTIC OR jTA1E GENERAL 19.REFER TO HOOD DRAWINGS IN SET FOR SPECIFIC HOOD AND FAN A INFORMAT MID O WIRING gAKRAMS :••':�OR10�� DUCT TRANSIT T OR SD-3 r TYPE AL BRANCH DUCT TAKEOFF W/ 50 -C I BALANCING DAMPER DIFFUSER DESIGNATION i EXHAUST FAN S.A.DIFFUSER MANUAL VO LIME QUADRANT DAMPER R.A.OFFUSI:.w.A TiINWNG VANE COMMERCIAL KITCHEN NOTES -- B REMOTE SENSOR L 7 DAY PROWAHBL MAE TWA ._PRO N TO ARID Imo, THERMOSTAT R.A.-RETURN AR G; SA-RIPPLY AIR ALL EOlP1EHT,PANG ETC(0010 WE�19D ROAD.RE INSPECTED LID LOCATED RU AD AFTER OEIANTON AID FNLR TO ANY NEW UXTSIRX.TOL a/A�VVV DUCT 9AOKE DETECTOR C.A.-COMBUSTION AR DETAILS O PERIINANIf/EDID710N/WDIG MD LOCATION WILL BE SUPPLED TO TE ENGINEER AID OI AIR CAPAO76 FOR ALL SUPPLY AD EXIUST 81 11TH 7E A/V&TEST OA-OUTDOOR AN SYSTEMS 046).BE MEASURED AT TIE 0(1ES 10 OETERaE F DESIGN AR FLOWS 100101)ON OUR RAM CAN BE MET ANY EXTRA PION REDOIRD TO TILE 5401111 INO-UNLESS NOTED OTHERWISE AWE MENACED WILL BE DElFRMINM PRIOR TO NEW LCISIRUCION. BULDID MANUFACTURER TO ALLOW FOR THE DoECIIO4 IN RS PRIDE NOIRNG Sal SO AFF-ABOVE FINISHED FLOOR X�MYNG,MR FLOW MEA9REMENT SCINING ARID CAMERA SCOPE 70 EASING SAM TRANS NO EXRAS V LL BE SLOWED ORE NEVI WSRUC1IOS SILOS • Sp TEST AD /SHOP DRAWINGS FROM KITCHEN CONS T T FOR NK PAD AID MVAREQUIREMENTS PRIOR TO ANY 601 BDIa-N YWYIK TIE REAR VIII FACTRI SAIL 00 ML INRIG 140 011401$S NUIEU N Mi MOTS I ENIRURT 920451 O 100 F�Z 60 7$ L1... 1. ENTME KITCHEN HOOD EXHAUST SYSTEM TO N.F.P.A 96 STANDARDS •��••II' v/a• — — 2 REFER TO ARCH.AND/OR INTERIOR 00991 DRAWINGS FOR HOOD LOCATION AND APPROVED KITCHEN HOOD SHOP DRAWINGS FOR EXACT LOCATION ----- F EXIHAST DUCT 00NNECTIOS 1 REFER TO LATEST KITCHEN EQUIPMENT DRAWINGS MIND APPROVED 94OP DRAWINGS FOR FINAL GAS.PLUMONG AND DRAINAGE HOOK OP SIZES AND ., LOCATIONS.BUILDRD MAM.ACMER TO REFER TO MANUFACTURERS INSTALLATION MANUALS MID RECOMMENDATIONS MD PROVIDE ALL NECESSARY EOWMENT,VALVES,PPNG M.TO SUIT.EXACT LOCATION OF EQUIPMENT RO/OU-INS ARE TO BE DETERMINED AT SITE ANY 1010 .III 17� CHANGES N THE KITCHEN EQUIPMENT LINE UP MUST REPORTED TO THE ENGNEER PRIOR TO INSTALLATION. w� a.l 4. 60001 THE H ODDS DRAWWOS 5 SUBMY TTED TO KITCHEN DESIGNER FOR THERE APPROVAL ON THE LENGTH DED MMI ACAC�ER FOR ODERING 2250 APPROVAL ON TIE CAPACITY.CONSTRUCTION AND FINE SUPPRESSION 1MIEN YO1RE HMEAN ARE LOCATED ATE BY SIDE 0R BACK 10 BACK OR USING A COIMOI DUCT SYSIEM TEY WALL BE PROTECTEDi SIMULTANEDUSLY MEANWG All ASSOCA7EO FIRE SIPPRESSON SYSIF3M5 WALL ACTIVATE$MOTANEWSLY.j550 6. IN RENOVATIONS TO EXISTNG COOK-LNES CONTRACTOR SHALL ENSURE EXISTNG GAS SUPPLY AND FINE SUPPRESSION SYSTEM S UP TO CODETDIrd PRRy:IMWC kAsu TG RT_1 401 ! INTERIOR DE9CN CONDTIONS FOR THIS BUILDING ARE AM)WORKING AS DESIKNED.CONTRACTOR WALL PROVIDE SH P CRAVINGS AD MODIFY EXISTING FIRE SUPRESR N NOZZLES TO SUIT NEW 1627 AVaYID 72 DEG F FOR NEA7NG AND 75 OEC F FOR COOLING APPLIANCES AND RETEST AS R:WNiED. B am IFIL 34616 1990 4' Lam CIeWI17)-59 1517. ROOF MOUNTED FANS 910LRD BE ACCESSIBLE ON ALL WOES ACCESSIBLE NTHOUT A LADDER (717}564-8151ALL-7 720 a WALL MOUNTED FAN VIAL BE AC4�BLE ON ALL SIDES FROM A BFT STEP LADDER.WERE THIS IS NOT PRACTICAL A PERMANENT STRUCTRE 1440 OUST B:CONSTRUCTED THAT S ACCESSBLE USING A MAXIMUM 2OFT EXTENSION LADDER L eMSIL11 ALL AWOWA L J THIS INSTALLATION IS TO BE MADE IN ACCORDANCE WITH THE R-102INSTALLATION MANUAL AND IN ACCORDANCE NTH ALL STATE AID LOCAL CODES, 720 TALE CURE ROPE FOR THE DETECTOR AND REMOTE PULL STATION IS TO B:DWALLED BY ANAUTHORIZED AID FACTORY TRAINED 70R OR VB II ALL HVAC DUCTS WALL BE NSLATED SERVICE REPRESENTATIVE.THIS TIAL IS TO BE NSPECTED,PUT 1470 OPERATION AND CER7T BY AN AUTHORIZED AND FACTORY NAKED 001ST.TYPE (CD6Mr BY OBIWO) �TSDO WITH A MkMW1M OF R-6 INSULATION 57 1 OR SERVICE ROWSENTA71VE ELECTRICAL CONTACTS AND WIRING FOR APPLIANCE SHUT OFF TO BE PROMM BY THE ELECTRICAL ppgpµDY Butlrrss IICONTRACTOR.II I ANRL R-102 RESTAURANT FINE SUPPRESSION SYSTEMS HAVE BEEN TESTED AND ARE US7E0 BY UNDERWRITERS'LABORATORIES INC.AS OF fl I -__--.. PRE-ENQIEERED SYSTEMS WALL COMPLY NTH ALL RELEVANT ANSO INSTALLATION RECHARGE INSPECT ACCORDANCE AND MAINTENANCE MANUALS ND SHALL C II WISCOISAIETORAIN STRIPS TO FLOOR 0 0 Xs - -8•, CLY RUTH NRA 96 MEN ALL AGENT DISTRIBUTION PPI G AND DETECTION CONDUI ALLOD ARID CERTIFIES BY HOOD PE ETRATION TRAINED UST BE FBOPFALY SEALED IN ACCORDANCE NN PEPA NB. IV(AS RISC II KITCHENFINN STING O(ASP) —T l PRONOE All NECESSARY CONTROLLERS SENSORS.DAMPER ACTUATORS.CONTROL NARSI"aromRs NTH SECONDARY OVERLOAD PROTECTION.WRING . RATING O M.WALLS AM)COIDUT TO ACCOMPLISH IREFOLLONIG SEQUENCE OF OPERATION: PLAN 0081-08610 ALOWL.TOOL 100 1040 11-3 v/]• APPRWK OA[ E. MMIIFADpIET CUBA*Ea4 IREl 061.0015 Vu SRMR THIS IS A STATE APPROVED INDUSTRIAL MODULAR BiiILDING These plans have been approved by the State Modular Building Division I HVAC or Industrialized Buildings Division.Only those items listed on the site installed items I PLAN list on the cover sheet are subject to the review and inspection by the local building department.All buildings constructed to these plans will be state andlor third party IPIU Rd# HVAC PLAN alabeled indicating compliance to the state adopted codes M' NORrn - —RlIIMIOIM�WAT Mm0 MAX. TOTALTAG )oDEL LENGTH Cm(1Ni TOTAL ) SWPLY HWD END TO TEMP, EXN CFM VIDTH LEND IGH DIAL CFM SP. [FM CD STRUCTION E i0 ROV ImD ) ( Y M () y C FIRE IWD TAG EFFICIENCY!9 VIBE YSTE 430 CT N0. TYPE Y NEICMT LENGTH MICRONS TY TYPE LOCATION SIZE TYPE SIZE MODEL M OUWNTITY PIPING VGHT 1 SNO-2-PSP-F 8'6.00' 4 1800 lV 17' 4' 1800-0,436' 1000 _re Exposetl ALOE ALOE i SS Baffle sit)Halides 6 16• 16' 300 3 L55 Series E26 010 Left 12'o27'x24• Maul 1102 31 YES L S LBS •Q 1 'I'!':I I IIII III II� II �' y L93 6EREF E26 EAIOY ENFANT fIXME- M• „. �(aaisT�ANr'(4m'�E assass nnui'L �• =:: >ONDST e1aER [E�>,d�la(ust Hood 'M t IW LNM LD5 vrM,Q6 Campy See H-, Ii®T 1)OA<NNw- Tem M,wMY zzsY lsxTN m41i4.Ess Fre-Wool Insulation _ ,• mEE<eE.E�„TEB P»a tt.�EB�N Iw1DLEE.�NDe( _ I .... 14 P8110110,mARms TI 2 tayr4B 5ia'Type X D ysd n s T E Acvwsma r �•_ �, _ s nE ARENeTEcr/lnRNe m L ,B Ga SS UIEVE TINT M 1®nEABWCE y ® rw(LIMNED-mw15TNYE zy. Ilax�aanon(r s � 1!2i Plywood v n, i VRIN sEIwAOLE zr zs yr • MM 4anl,,./a•Lm'® ,IL HaER R/®Y .EfT MIB R(fM OIMR,EF ENO PM2 bar D e an .m h F-Siding Or Efts C) C EaUPNNT N OTIERS PLAN VIEW - Hood Ni 8' 6.00 LONG 4812SND-2-PSP-F SECTION VIEW-MODEL 4812211D-2-PSP-F f7OU00D - 11f NOTES r r r____.___, - FIELD PIPE DROPS AS SHOWN PLENUM PROTECTION n SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS NOZZLE 41 RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, zoo- z•ary SALAMANDERS, ETC. 5 I I �I II I MAXIMUM 9 ELBOWS IN SUPPLY LINE. nH[T PROTECT!N P11830.1015060 i MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. NOZZLE L �- FACTORY PIPING PRE-PIPED D CHAXIMUMLER OF R0 ARE HETO SHIPPED LOOSE. DETECTOR ^ L-^--- - - AEXTENDS A MAX 6' ABOVE T P OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE 1 E" SIZE, NOT THE OVERALL APPLIANCE SIZE, - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS ttitif: 'land 01.,ob 52630421 .wrr01. lr 1 Job #� 2830421 Job Nnne�CHECKERS % aTABE RPPLIANLE PROTECTION Drawn Hyy� REMOTE MANIA NOZZLE `��OR10�:�• System Size- ANSUL-3,0 Total FP required, 11 PULL STATION Hood # 18' 6,00' Longgx 48' Wide xl2' High 2v Riser # 1 Slzei 10' x l7' 0 Hood # I Metal Blow-Off Caps included.- rirr .1 REMOVABLE STAINLESS = �� I{1 STEEL SERVICE DO R { RMINAL L X WITHRTE ELECTRICAL �'�M�e� { TERMINAL ON CTU TAND OL STRIPS, c'3 T�e'T AGENT T: 3-PHASE CONTACTORS AMD OVERLORDS c'(7 T' ® O 3 FAN AND LIGHT (S APPLICABLE) GQdT V-B e 5 ] OEM RELEASE/ CONTRR PAEL GOO)P BWOres ® 10 j711jIaon_foAP ,m BRACKET ASSEMBLY tip,ten ao26 Land Key 19TOPICAL AfSUt R-102 cySTFY LJYOUT ww s11NIr FIRE OTY.BY OTY.BY qE W O OF g SYSTEM TAG KEY NUMBER-PART DESCRIPTION FACTORY DIST. E. 2581-006 O 2605 14 - 0-0-IETALcM-CB BLOVOT CAP-Metal 5 0 1-I-AT-10 TAN((*1B)-3.0 Gallon SS Toni,(for use with Autman Release,Actuator, 1 0 NL0t 013 LOAD a or SS Enclosure(W1AC)) BATE Velisllt 60113-3-ASS-TO REGULATED RELEASE-Maul Regulated Mechanical Release/Bracket AsseNMy 1 0 NAMw (79493).Ill,R-102,Cartridge Detection Included -J0632830421 alt 117E Yes 5-5-LIg-3.O AGENT-M514*,Los PH Vet ChesCal Agent.3 Fallon 101.1 79372 0 1 FIRE FLOV INSTALLATION ]-7-101-20 CARTRIDGE-Cerban Ronnie 101-20,3 Callon Cartr (R-102) 0 1 SYSTEM Tag TYPE SIZE POINTS klpe SYSTEM LOCATION W)® 10-10-TLIN(LIMO-Test LEI,11 test link) 0 1 O-O-MICRO-SOA MICROSWITCH KIT-Includes 2 seltcohes and Mountie Hardware. i 0 1 AnsW RI02 3.0 II Fire Caanet Left Left SYple Duel Electric Stitch,One Standard Snitch,One Mar,Duty Stitch 437155 S -13-419337 NOZZLE-2W Nozzle,Duct(Replaces ANSUL Part-419348,CAS PartN 1 0 DA 10a1 11/9/2016 419337)00801267 P o u e 16-16-419335 NOZZLE-IN Nozzle,Plemw/Appllance(Replaces ANSIA Pores 419346, 1 0 aR1aJL GAS Part*419335)2.0001265 2830421 U- d J e J 1 19-19-419338 NOZZLE-36 Nozzle,ApplIance(Replaces ANSUL Pares 119319,CAS 2 0 Part*419338101101260 S . 24-24-419341 NOZZLE-260 Nozzle,Applance(Replaces AHSLU.Pert*419352,CAS 1 0 IlUl SPT '-Se '-€ y�m' Port*4193411 00001271 "NA "' 'y` 25-25-418369 NOZZLE AWPTOR-S*w Nozzle Mopter(Replaces CAS Part N 418569) THIS IS A STATE APPROVED IRHtJ3'CRIAI.)IODELAt3 RIJILDIllti 0 � 00001270 by 3/4'` 1-0' j 26-26-USA-3/8 OIOK SEA-3/8'NU 5 0 These plans have been approved the State Modular Building Division 27-27-WSA-1/2 PULLEY SEA-1/2'HOOd Seal(1111 I 0 B�1IQ aRA a 20-28-S-DET DETECTOR-Series lsdasar LYMaa)REV*435547/435548(OLIN 417369/434180) 3 0 or Industrialized Buildings Division.Only those items listed on the site installed items 30-30-ANS-50WL FUSIBLE LIN(-50dEeg F.R-102 and POANM,Port NUMer 439232 3 0 list on the cover sheet are subject to the review and inspection by the local building 34-34-RPS-A REMOTE PLLL STATION-Red oaMoawlte(eltMut w.rape)434618 old 1 0 Ma'aa w-4835) department All buildings constructed to these plans will be state andior third party 35-35-PE-LT PO1.EY ELBOW-Low Teop.PWley Elbow,Set Scren Type ANSIAL Part 2 0 *415670 labeled indicating compliance to the state adopted codes SHEET NO. 36-36-PE-NT PULLEY ELBOW-High Tenp Pulley Elbow,Caepresslon Type I 0 417.1 JOB NO NUMBER SC-211110FP ovn.i orsiAu DE CN I �I w E A I N F..FY...<.�.F..,urN.aA N Fr..F AA•uaF 2830421 _ WRe ��e...�MNN. � 1 NAME CIS piV9/20M ECP•1-1 0 1 I Ik I I � AxsLL ® I J GRWIR(E sv BREAKER PANEL TD CONTROL PANEL IraN,mL PNEL �xc BREAKER SIZE SbVN Is THE MAXIMUM ALLOWED KILL fvrtCH _-_____-I--(------ PANEL PAIEL 1f10P SSVRCX_LOW.rfV�IT LN Nf1�O�1R ♦ _______________________ LJ ANO OI----- STATE CR-Ir�IC I II I I 120 _V1Rt TONTRM POWER. DO NDT VIBE I ISA I TO-S�WJT TRIP BREAKER. t �NhLL CNrtR01[E Sv I THIS IS A STATE APPROVED INDUSTRIAL BOBIILAB BUILDING s w I ENiP NYAER Nx I slaw �! These plans have been approved by the State Modular Building Division I K AKER IPN F -- E I cu as P EL I u Tv TaEs FAE RRx vNER �I ' Azwv __.r.�e m .J4 cu-s Tnra:cr®I LL_i� I �� 1 or Industrialized Buildings Division.Only those items listed on the site installed items I A EXH-a svlrcNEs list on the cover sheet are subject to the review and Inspection by the local buiiding • RRs I I 'f 'f department.Al buildings constructed to these plans will be state andlor third party R coo u a � __ 20 18iM310d IIIdICattng COmpIIallCe tD the State adopted COdeB CONTROL PANEL TO FANS °v NAa OE TD rJW a a woo 'I N �° � r RtrsponsbKlt,n EleCirk:lon -I FNNs AORR VAtEL�L�A;k�I---- __r___�y, I N �T P TO III VIBE TO UCT NIP&____-'-RBI TEMP RV - AN 03 --E�N 3 SENSTIR FRfM IEPr SQR ff.SEE waYML LL 111 v_OI1=' EOTa PAE L RSCINEI• CT 9 i TO SI WIRE r0 s - 1 L1CRdij/f TIi LII-1fR51 IYRb.—_ is � �I RUCs SENSOR SENSOI IaURCO W EYNAUTi BIT� LATER I , IsP••ays""Ipal JA_ C li EEN-Wil EOxTR¢PNE(1. -i________ ECM-Bl USE SHIELDED TV6TE➢PAW M ro L�A1 vWE io cuiW0.1�RRG___ _SWP L�tE 1 Can4d Perel _______________ �I 1 T SENSOR i,C S M%NfEO W ExHWST BIIEI OLCT SiAi E I EED STP TMQIFN INNER E[M NRtor IX VIREO[Q•E[TON. N ' ISTTI FOR PROPER INWINOK IX AMY OR AMY NOT NE L—.J T1E iRLOVNa[RIECTN6 , REBUWEOMSED sI1E fl -__ `TO SLANT COIL SN.Nj�TLB ri C1NTRR PNEL NO NUM-__ _ CONTROL PANEL TO ACCESSORY ITEMS _li _ rctnvr. RWLs___cmL Respond AUty' ENN:trld.. S012121 EXTERNALL sT TERMINRL Is ENERGIZER 'I III t • —PENTd Iii SM)NT TRN IN FIRE COxOITIIX EORQNI-- IF iCMTRR PANEL [RMRRL _______y r , III ------ -- cnr r -r�s Islasc-R.TTO RR FIRE SYSTEM bTRE 2T 1D lll. A�USER Tp OISA)LE EONPIENT LAIC-ITCH RE Aa TO NpAYLLT CLOSED t2). OR PAlIVmE SIBYLS ON TiR 6 BlldRiM4 FIRE KARM vMIGi NNsr ICI 10 AN SMEO IYVE MS-I 10: I !�VMER OME[R Tit M ANSUL a WNTWIix VKN ARMED 1 LN��T vITFH LOGTER i i ISA IH ES%:S L- n N I - 3O42lFANS CONTROLLED SWITCHES PACKAGE• LOCATION WTION N0. TAG TYPE • HP.VaT FLA T F LOOATIaM p1ANTITY �4 I A1K.10-SIeRx FAN LIPYS EKhou•t 1 01]50 20B 5.2 ■■■ E I:ut�EwERER swPLx uRr vITH m•Mrnrx W sIa a iulmc Ds-ss volvt Sn,Ft coNtrw•rn.F.w.t•tk coNtTd 2.8„zNE N®,(„N¢E11ER5 1 SC-2111IOFP volt Nount N SS Box lloNnt Boz Supply 1 O50 s ROVN WTOMRGE-AW iLW RIWT-)LEFT 1 Fo. BLOWER DISE/NRGE CURB 3 r/r 11 LY 23' _ so�reas • FLEFORR DT Z3' ACOaIO�:; WIRING "— FEATS' URE III _ CURB 16 YY T TA -OWECT—[pISTRI—pa ELrsI•LLLEYS) 18' RX MOIMTED FNb 1IIAMa -uS�AUfAMf MOBFY �GAUGE A®BT AIARAL n J/r wm LLrrz Y va -V� L VRWG � ` STEELN� CRISTRIICTIQR -VEAINERPRmF aSCWIEtT TYR V-B -TIEle1IL OVE2MR PIaTERRN t51N%AE PNNFE) amass LIFTING LUG -IQO1 NFA WER TRR 30Is 19'C ` 3'FLNIGE 110. i ADRFLOV -FJEATE CLASSIiWtmNttSlRa `` PInORs 0 v2 / G1F.0IRY�� SERVICE AIRFLOW CNw rN�-i EMTnw)sLT DIME OPENING �i a?�'i BSCONNECT �� VNRLE EWMUsisL AT—1119.0 21 ODENSIQRS b y SNITCH IRJrO.ASL FAN PARTS NAVE IEAOED 21 .MHa5 O BLOVER/IaTGN AS 1. 1NENIML EOUEMROM.ANM VIl1aUT AMY 25B1-0OOBF ACCESS DmR ➢ETERmMTRIG EFFECTS 10 TIE FAN VNDN M6 21'SERVICE - GREASE BRA1N VOA➢[A115E M1SAiE OPEIGTOR i1DOR l00 �_ I �.wu Fi.x-�a TFCF PITCHED CAIRNS ARE AVAILABLE 0' pAg 1-3-SB 3 3/1• R I/1 L L EVY�YIERT FAH xuiT VERATE CdfMOISLx FOR PITCIED RWFS. p AMKACRBER V°Y°nt Fob E)NNNfTOG sRNOMG F#AFE VAPORS 1 ZDE Yes 1 /• I AT EMT(016.0 FOR A PFRYa OF SPECIFY PITCK T EOWNENI CW 1 Y -� a - I3 NpuiET v CI ET TIE TA RECUOa E%AIPLE I/12 PITCH=30'SLOPE A�OPENOa Y SIMLLER THAN CVRB WNENS01 ONM¢R 10 AMY EKTENT TMT COULD CAUSE _ UtSKE CWNRDM. Mt!11/9/2O76 ROOF z1 1 WNVWENFi PACNATE-0•NUST FANS-MANYL SPEED LWHaL. � J0 RARE CERT610ATWK PITCHED CURBS ARE AVAIABLE 0' - / LW PRWaf OPrld-B'' 2830421 FOR PITCHED ROOFS. V 0. DXHAUST(BETVEEN SPECIFY PITCH 12' AM FAN RISER DN SI 1111111 SPT EXAMPLE.7/12 PITCH=30'SLDPE Ala FAN iBY OTHERS) aCALae 3/4' 1—O' 1 FAN UNIT TAG F WEIGHT MA{7Bl ORILMINaFAN VOT 001001.B [FM ESP. RPM HD. BMP. • V0.T FLU SONES NR 2 DUBSA 1800 0.900 1295 0.]50 0.4310 1 298 52 Al 11.1 WA FAN INFORMATION—Job 12830421 HF FAN DESIGN ESP. RPM HP. B.H.P. s VOLT FLA WEIGHT SAES I NO. TAG FAN UNIT NOnEL B GLOVER IaUSlIa CFM LB.) t �• NO. 1 AI-GAO GIO Al 1440 OA50 1183 0.300 0.2520 I 208 /.3 233 11.3 H1.2 1111. 1111 -- 1111 1111 CHARGER 120 OPERATION DIGITAL TI ECL0CK TO BE TWO 120V PHOTOCELL MOUNTED ON GENERAL NOTES NORTH SIDE OF BULGING IN LIGHTING CONTACTOR WITH ENCLOSURE. CHANNEL 24 HOUR SETTING. NUMBER OF POLES SHOWN.ELECTRICALLY HELD 1. 'EM'UMTS SHALL BE FOR ON VOLT SINGLE TORT(MODEL DG200A OR EQUAL ACCESSIBLE LOCH AND ELECTRICALLY CONTROLLED WITH PHASE WITH NUMBER OF HEADS AS INDICATED ON THE 12DVCABLE CONTACTS RATED FOR TEAL AND OL PLAN.LEAD BATTERIES.TINE SHALL BE COMPLETE AUTOMATIC,SOLID STATE TYPE CAPABLE OF FULLY LIGHT FIXTURE SCHEDULE RECHARGING DISCHARGED BATTERY IN 24 HRS.TRANSFER DEVICE SHALL AUTOMATICALLY SWITCH LOAD ON AT POWER FAILURE AND OFF BE RETURN OF NORMAL FIXTURE D DESCRIPTION _ LAMP LAMP WATTS ADDITIONAL INFORMATION I SHALL HAVE LOW VOLTAGE DISCONNECT FEATURE.POWER.(%!UNITS N ECT TiNE 9 . 6'REQS4D NG CAESO3NT CAN 1 75 ( 0 R-24 RESE SITE DICTION SIGNS TO LOCAL LIGHTING CIRCUIT AHEAD OF ALL SMTCHING. DI HALO CAT i H71CAT TRY{17511.LAMP GE X M95 B-26 511E DIRECTION SIGNS 2. ALL CWCUITS SHALL HAVE AN NDVIWAL NEUTRAL CONWCTC%t.NO SHARED NEUTRALS ARE PERMITTED. YX4 LAY-RI LED TROFFER WITH STANDARD ACRYLO LENS LED 1 45 RI COLUMBIA LIGHTING CAT#L.TT24-35-AL-G-FS-Al2-E-U B-2 EXTERIOR IGHTS G t B-8 EXTERIOR LED B-28 -PYLON SIGNS CANOPY LI6M5 STRIP S UPON COMPLETION OF ALL WORT(INCLUDES WORK BY Y%4'LAY-IN LED TROFFER WIN STANDARD ACRYLIC LENS LID 1 45 B-6 UPLIGII5 I ARE 8-10 BLDG MID.SIGN OTHERS).PGV10E ALL STAINLESS STEEL COVER PLATES. R1/EM COLUMBIA LIGHTING CAT/LJT24-35-YL-G-FS-Al2-E-U-ELL14 12OVAC INCWDRIG BLANKS AND THOSE REIXRRm FOR DATA SPARE I $PARE 8-12 BLDG MID.DON CABLES. B-30 BLDG YID.SIGN 1X4STANDARD'LAY-IN LED TROFFER MTH ACRYLIC LENS LED 1 39 N B-30 R2 COLUMBA UGHTNG CAT/LJT14-35-IL-G-FS- 04J I SPNff ARE DRIVE TIHRU MENU BOARD 1'X4'LAY-IN LED TROFFER WITH STA NDARD ACRYLIC LENS LID 1 39 LIGHTNG CONTACTOR ICY LIGHTING CONTACTOR ICY I SPARE R2/EM COLUMBIA LIGHTING CAT/L4T11-35-ML-G-FS-AI2-E-U-ELL14 LIGHTING CaNTACTaR'Lu• LIGHTING PLAN CODED NOTES • 22 LAY-BA-BAER LED TROFF WIN STANDARD ACRYLIC LENS LED 1 35 R3 COLUMBIA UGHTNG CAT#L1122-35 -G-FS-Ail-E-U f 1 EXHAUST FAN.FAN CONNECTION BE CONTROLLED BYOUROOA BEAT CONTROL 2'%Y LAY-N LED TROFFER RUN STANDARD ACRYLIC 12215 LID 1 35 SPRING 6-16 R TERIOR LIGHTS R3/EM CWABIA LIGHTING CAT/LJT22-35-ML-G-FS-Al2-E-U-ELI♦ SEE SITE PLAN FOR MEGATON A D QUANTITY OF SITE HOUR 1110 8-18 TEPoOR LIGHTS 8-20 PARING LOT 2. PEES POLES REFER TO DETAIL A/E7.1 FOR CONTROLS ____________________________ _______ - - _______________________WI WALL MOUNTED TRAPQODAL FIXTURE 31110 LED 1 22W FIXTURE TO BE MOUNTED AT 10-0"A.F.O OR AS OVERRIDE I B""22 CAT/OTAO74K NWII CLOSE AS POSSIBLE TO THIS.SPECIFIED COLOR IS SWATCH AAE 1 WIRE ALL EXIT LIGHTS AND EMERGENCY LIGHTS AHEAD OF ANE SPARE LOCAL SWITCH AS SI40WN. X1 LED E%IT/EIIE UICY LIGHT COMBINATION WITH INN OUTPUT-90 OW HALOGEN 2 OW WHITE POLYCMBOMATE HOUSNG I I SPARE 4. SITE ELECTRICAL CONTRACTOR TO CONNECT TO LINE MINUTE EMERGENCY BATTERY BACKUP TO POWER REMOTE HEAD t LED NC LIGHTING CONTACTOR 1O' VOLTAGE WRAP OF LED TRANSFORMER.LED FIXTURES, - LIGHTING CONTACTOR'LCS TRANSFORMERS AND ALL LOW VOLTAGE WINING SHALL BE FURNISHED AND INSTALLED BY LED INSTALLER. COMPASS CAT/CCRRC REM EXTERIOR WEATHERPROOF DUAL REMOTE HEAD COMPASS CAT 0 LED 2 2W POWERED FROM FIXTURE%I.WHITE HOUSING. 5. HOOD MOUNTED SWITCHES BY HOOD MANUFACTURE. COBS MOUNTED ABOVE OR ADJACENT TO EGRESS MASTER IX.RIIING SWITCH BANK ELECTRICAL NECESSARY TO CONTRACTOR SHALL INSTALL AND HOOD LIGHTING TO MAKE- - DOCK LIGHTING CONTROL TO BE TIIECACK CONTROLLED ON.WITH PHOTOCELL TO a b' c ' ' FU LY FUNCTIONAL CONTROL THE LIGHTS ON AND TIMECLOCK TO TURN UNITS OFF.COORDINATE LIGHT FIXTURES SPECIFIED ARE FURROWED BY OWNER AS A FULL LIGHTING PACKAGE WITH ALL LAMPS FROM LOP ELECTRIC.F THERE ARE ANY 159IES ON SITE MTN LKNTIG ON/OFF TIES O•TBECLOO((ON TRW TO BE PRIOR TO DUSK PER DAY)OF 8-16 8-18 YC2' tea' too'. RCS' 6. SITE ELECTRICAL CONTRACTOR SHALL CENTER FI%TUBE AID PACKAGE CONTACT AARON BADGER AT 614-3.58-4950.EC.SHALL NOT INCLUDE LIGHTING N THEIR BD.E.C.SHALL L RECEIVE AG NSTALL FIXTURES. EACH DAY WIN g1EGRFR$PRIOR TO PROECT CLOSEOUT.YAGAL OVERRIDE MOUNT WHITE ATIILL COORDINATE LOCATION WITH OWNER SWITCH LOCATED INSIDE TO OVERRIDE AUTOMATIC CONTROLS'ON'F OED. Q PRIOR TO INSTALLATION.TYPICAL OF ALL'W7'FlXTAES LOWING CHANNNE./I-CONTROL OF ALL EXTERIOR LIGHTING 50%INTERIOR 50% UPUOI75 t EFIERIOR LW PARKING 7. SITE ELECTRICAL CONTRACTOR SHALL WIRE EXTERIOR UGHTNG CHANNEL 2-CONTROL OF INTERIOR LGHTNG AND DUEROR UGHTI NG LIGHTING BUILDING STRIP XTERIOR LOSS T TWO VFAttI0llS 0E ILUIWNAIID BURRING MOUNTED SIGN. _ S EC RLTY L ITNG ON BURRING ONLY ' LIGHTS SPST SPST SPST GIST GIST SPST B. SEE SITE PLAN FOR LOCATION AND QUANTITY OF SITE DIRECTIONAL SIGNS AND PYLON SIGNS.REFER TO DETAIL A/E7.1 FOR CONTROLS. J. E.11811187,N.E. EXTERIOR LIGHTING CONTROL WIRING DIAGRAM C) 9. SEE SITE PLAN FOR LOCATION OF DRIVE THOU MENU BOARD 212F8 T1WD N.T. A AND SIGN.REFER TO DETAIL A/E.1 FOR CONTROLS. B-14 .... j WE STRIP OF LED FIXTURES CONTINUOUS AROUND ON DOVE T ' T ___ 7 �� THROUGH AND BUILDING CANOPIES.LED FIXTURES AND TRANSF ORMERS FLMM9ED AND INSTALLED BY LED-SUPPLIER AND ...CRIO. WIRED BY ELECTRICAL CONTRACTOR. LIGHTS AND GENRES FURNISHED WIN COOLERAREE2EHt . THiS IS A STATE APPROVED INDUSTRIAL!lOMUl.AB BGlI,DIi>ZI; Dl 01 D1 1 2 B_2o 8-28 ese plans have been approved by the State Modular Building Division W1 J1 Or Th Industrialized Buildings Division.Only Those items listed on the site installed items cover sheet are subject to the�)/v list department A l buildings constructed to review these plans will be state andlor third party 9TH POE BETS QUANTITY AND LREMENT MAY VARY _ `;• .'';' ACCORDING N SPECIFIC SITE REDIIBEENTS REFER TO ONE :a�^�. '-"'. D RAWNGS FOR LOCATION.RUN b AWE COPPER 855 D1 D7 labeled indicating compliance to the state adopted codes CONDUCTORS FOR SITE LNNTNG. `.. 8-26 UOIING SWITCH BANK SEE DETAIL A/ET.1 FOR 8-18 1 +':ny:'_ E.L`Y.. 8-0 MOM INFORMATION.FIELD VERIFY EXACT {N4 ^`' 11 ELECTRICAL SYMBOLS LOCATION NTH OWNER 9 X1 ♦ MOTIF. ALL MOUNTING HEIGIT5 SHALL BE AS FORKIINDICATED.UNLESS NOTED CEDING MOUNTED SURFACE/RECESSED B-INjJ4f IU::E 3 OTHERWISE. ALL MOUNTING HEIGHTS FOR OTDHEN EWFMENT LIGHTING FIXTURE. 2 SHALL BE AS INDICATE)OM INC KITCHEN EQUIPMENT WAG SCEDULE SHEET E3. C WALL MOUNTED E%IEROR LIGHTING FIXTURE. 8-18 ® C DING MOUN1m RECESSED LIGHTING CEILING MOUNTEDEL OCCUPANCY SEE DETAIL 3/E1.1. FIXTURE 2'1(4'. SENSOR IWIBBLLL 8A71'600C .Q WALL MOANED PUSH DU1TON W 48' [j CEILING MOUNTED RECESSED LIGHTG S : i'iII ":;:J L S 7 FIXTURE 2'%Y. PHOTn/IawunoN DETECTOR-DUCT MOUNTED_______ -i_i: CEILING MOUNTED SURFACE/RECESSED O REMOTE ANNUNOAT0R/TEST STATION t 60' ' LIGHTING FIXTURE 1'X4'. 2 2 SINGLE PHASE MOTOR CEILING MOUNTED SURFACE RECESBE INDICATED.FI%TIRE,TYPE AS hi So:HWC&Mo.Inc. EMERGENCY LICIT. 1627 k vaur,yN8616. THREE PHASE MOTOR FL JR1 L CEILING RENTED SURFACE/RECESSED (]4717).B�134616 DUD XI 120 VOLT SYPLES RECEPTACLE o 16' EEMEMER ANCYYLLIGHT TYPE As INDICATED. (7 7} iCoow By OBMI4) yy HILT DUPLEX RECEPTACLE O 16' CE0.ANG MOUNTED SURFACE CESSED 4 WEATHERPROOF LIGHTING FIXTRE,TYPE AS M INDICATED. _4�NY MPWduL 2 III-GROUND FAULT NIERRUPTER G-ISOLATED GROUND EMERGENCY LIGHT. 120 VOLT DOUBLE DUPLEX(WAD)RECEPTACLE N^L WALL/CEILING MOUNTED COMBINATION COAST TY14 V-W B-8 O 16' EMERGENCY UG17NG/DOT SIGN OCCUFAKf/ LO lE FIXTURE-BATTERY TYPE SHADED AAU N0. 6 TYPI30 CAL R $ 120 VOLT SIMPLE)(CLANG MOUNTED RECEPTACLE QUADRANT INDICATES ILLUMINATED FACE. � ANEW IS). ES'GRECnONAL ARROW' RN1 Gl=ITY 2 M VOLT ROUBLE DUPLEX CEILING P09TIONK5). TED SNI OILY(M)- 9 8_� n MOUNTED RECEPTACLE REMOTE MOUNTED EMERGENCY LIGHTING FRE TOY (A�) • WALE DATA/TELEPHONE OUTLETFIXT RE. IXT BOX O/6' PLED N0. 2581_0068' a DATA OUTLET BOX O 16' 8 8 POE MOUNTED LIGHTING FI%TINE MJ FLOOR 180 SITE POLE LIGHTS QUANTITY AG LOCATION MAY VARY D7 Dt D7 = 111FPHONE OUTLET 80% 0 18' y WALL SWITCH.NUMBER INDICATES 2,3.OR 4 POLE, yAe1'ACI V011*0 CBS ACCORDING TO SPECIFIC SITE REOUIREYOITS.REFER TO OW. ® / 'r2$a LETTER INDICATES FIXTURES)TO BE CONTROLLED BY TRW VaDDTY B-2 DRAWINGS FOR LOCAl1OL RUN A AND COPPER XMIW T ZOBV OR 12D 208V RECEPTACLE GIB' SM1OM 0 46' IL N*050) YWs cONDHICTOS FOR SOLE LIGXTNG 2 m B 2 JO JLNCTIN OR PULL.BOX PPI-1.2.5 CREDIT RUN TO PANELBOARD DESIGNATION. W®� 10 EQUIPMENT DISCONNECT SWITCH 0 80' TINOCATES CNQUIT NUMBERS. INDICATES PANEL DESIGNATION. U GITG/POWER PAELBOARD Tom! BREAKER 0 D, D1 �~ NDCATE RUN OF OBORTS LIGHTING CONDUIT RUNS ABOVE GRADE PLAN _ CONDUIT RUN BELOW GRADE OR IN CONCRETE SLAB. 0- CONDUIT RISE P_1__ C CONDUIT DROP LIGHTING PLAN aJ I GNTCHED LEG E1.1 EN'-1-0' \\l SWITCHED LEG NORTH B-f0 GENERAL NOTES 1. COORDINATE POWER REQUIREMENTS WITH ALL TRADES AND INCLUDE WORK REQUIRED TO POWER ALL KITCHEN EQUIPMENT, HVAC EQUIPMENT,COOLER/FREEZER.PLUMBING EQUIPMENT. SKNAGE,UGHTING OR ANY OTHER EWPMENT/DEWCE REQUIRING POWER IN THE CONTRACT DOCUMENTS 2. VERIFY ALL ROUGH-IN DIMENSIONS AND POWER REQUIREMENTS THIS IS A STATE APPROVED INDUSTRIAL MODULAR BUILDING WITH KITCHEN FAULT EQUIPMENT suROUGH-RIUER PRIOR TO ROUGH-RI RI 3. AEY SIZE OF FAULT CURRENT COMING OFF PRIMARY SERVICE These plans have been approved by the State Modular Building Division D INSURE COMPATTNUTY OF F ELRIBUTION PANEL or Industrialized Buildings Division.Only those items hated on the site installed items 4. INSURE ADEQUATADONDOIT SIZE FOR ECTRICAL D PHONE -WIRING ON STE AND INTO BUILDING, list on the cover sheet are subject to the review and inspection by the local building C 5. HEIGHTS INDICATED FOR RECEPTACLES AND.UNCTION BOXES ARE department.All buildings constructed to these plans will be state andlor third party IEASURED FROM FlBSHED FLOOR TO 11€CENTER OF THE BOIL labeled indicating compliance to the state adopted codes 6. FURNISH CA INSTALL ALL TELEPHONE tNE5 TELEPHONE LINES SHALL HE CATEGORY SE 7. ALL CIRCUITS MAY SS CORRECTED TO THE LEAST AMOUNT OF CONDUIT RUN UNLESS NOTED OTHERWISE. B. SEE KITCHEN EQUIPMENT WIRING SCHEDULE ON SHEET E3.2 FOR - - INNING REQUIREMENTS D MOUNTING HEIGHTS. II 9. ALL 120 VOLT.15 AND 20 AMP RECEPTACLES IN THE KITCHEN I SHALL BE GFO PROTECTED PER CODE USING GFCI TYPE II RECEPTACLES. 10.ALL CIRCUITS SHALL HAVE AN INDIVIDUAL NEUTRAL CONDUCTOR. NO SHARED NEUTRALS ARE PERMITTED. _ — .-- 11.ALL WINING UNDER SLAB,IN WALLS,ABOVE INACCESSIBLE CELINGS.OR AS REQUIRED BY CODE SHALL BE IN CONDUIT. WHERE LINE VOLTAGE WIRING IS NOT REWIED TO BE N CONDIRT.PROVIDE JUNCTION BOX D TRANSITION TO MC CABLE WHERE LOW VOLTAGE WRING IS NOT REQUIRED TO BE IN Y$^Q Cd6)IHT.PROVIDE BUSHING ON OPEN END OF CONDUIT. r------- 12.UPON COMPLETION OF ALL WORK(INCLUDES WORK ERR R A-9/11 A,13/1s A-17/19 -1 FORCES)PROMSE AU.STAINLESS R 15 L9OU"} O RTU-2i NCLUDRSTEEL C IG BLANKS D THOSE REQUIRED FOR DATA CA&ES. I I �N_7 WD.GFI II,_, A 1/3/j• I O A 51 3R A_1/3/5 ( 1 i 1 Z /I€M3R MU&-i A-5/10 ski A-21/23 POWER PLAN CODED NOTES • 212 12 P-T1 BBIdIK7.PE er(Cod By ONHRDUCT ) 13(( 1. MOUNTED SMOKE DETECTOR IN RET URN PLENUM AT SI FURNISHED INSTALLED IN UNIT BY MANUFACTURER.PROM I I 24V TRANSFORMER,CONNECT TO NEARBY RECEPTACLE _•� WARE ROOFTOP UNIT CONTROL CIRCUIT TROUGH AUXW CONTACTS IN SMOKE DETECTOR.MANE ALL FINAL CONN CRMY6 t ` 2. ROOFTOP UNIT:Z08V 3PH.RUN 314.1 JB GROUND IN 1-1/4' CONDUIT THROUGH DISCONNECT SWITCH LOCATED AT UNIT(BY _MANUFACTURER)TO A BOA-3P CIRCUIT BREAKER IN PANEL •V aTAIIE OF ;•J! A•. AJ OR10*r YI ... 3. SITE CONTRACTOR SHALL CONNECT LAB.VOLTAGE WIRING TO . COMPRESSOR ON ROOF FIRST D INSTALL NECESSARY INTERLOCK WIRING AND POWER WIRING DOWN TO EVAPORATOR EQUIPMENT BELOW TO ASSOCIATED UHT.COORDINATE EXACT REQ IREMENTS IN FIELD.ELECTRICAL CONTRACTOR SHALL BE ROOF POWER PLAN aPWMENT CON ECTi N IN SYYSTEEMS,SWITCHES REQUIRED FOR 1w"1•-0' NORTH 4. SITE CONTRACTOR TO FURNISH D INSTALL XLERATOR MODEL/ I�il XL-W 120V-1.5 KW.MOUNT AT 3T TO BOTTOM OF UNIT. S. SECURITY.PATCH PANELS D ROUTERS TO BE LOCATED ON �T PHONE BOARD. l{t2yA3 6. CENTER LINE PANEL FURNISHED WITH CENTER LINE ELECTRICAL CONTRACTOR TO COORDINATE EXACT LOCATION OF PANEL WITH CENTERLINE PRIOR TO TRENCHNG. a/� 7. 1'C TO BE ROUTED OVERHEAD D DROP DOWN FROM CEILING TO FLOOR STD.LOW VOLTAGE WIRING TO BE DISTRIBUTED TO DEVICES AT MANAGERS DES(D CENTER LSE. IL 1'C TO BE ROUTED OVERHEAD D DROP DOWN FROM CEILING TO VERTICAL CHASE ON CENTER LIKE.\ IL 4 9. AT CONTRACTOR SHALL FURNISH AND INSTALL PUSH BU EXTERIOR DOORS AND DOOR BELL BUZZER INKITCHEN AREA REFER TO DETAIL A ON THIS SHEET FOR ADDITIONAL INFORMATION. b 10. FURNTURE DUAL SERVICE POWER POLE VERIFY RES'ONSBUTY -37 A-41 TO FURNISH POWER POLE BREAKER TIES TO BE USED ONMULTI CONDUCTOR CONNECTIONS TO FURNITURE.CAT • µ. JHSP-12-AIR I0•.11 C CABINET SEE POWER 8-25 8-37 11. STE CONTRACTOR SHALL COORDINATE EXACT MOUNTING 9� PHONE/CAN TO UTUTY ON BEET E3.1. HEIGHTS D LOCATION WITH FURNITURE SUPPLIER. aVS] COMPANY PICK-UP PONT TO B' 4'SCHEDULE 40 PVC TE 9 12 STE CONTRACTOR SHALL WIRE THROUGH REMOTE CONDENSE 8-15 ON ROOF RACK THEN BACK DOWN TO UNIT. ELECTRIC METER SEE rr POWER RISER ON X4X3/4'PIIVyI 6 24' 13, TIMER MOUNTED ON INSIDE OF HOOD.CORD AND PLUG TO SHEET E3.1. I L OUTLET. Thi d Pal9:RWC R AHc 19c g I 14. BUILDING MANUFACTURER TO COORDINATE ELECTRICAL 16278WBMyrde Ave. CONNECTION Cle—W,FL 34616 i-1/2'C UNDERSZB 8 B-33/35 4 24' REQUIRE DIRECTCONNE TC 0NWITHIN I UEU OF RECEPTACLE MAY D (717}384-5151 VOICE/OAT CORD ENDS.P SO GFO BREAKERS WILL NEED TO BE INSTALLED } PANEL 7 `� 6 \/ a 51 FOR THESE PIECES OF EQUIPMENT. MOM 10 a15. CONTROLLED AND CURED TON W INTERLOCK SWITCHHO .INTERLOCONTROLLED Nt11NR 14 WITH R1U-1.SEE DETAIL 3/E3.1. YII3 \vI�J � msc ms V-e H BUZZER LOCATED N i 0OJRANC BlWrless _ KITCHEN AREA B-1 B-3 _J ALLOWARE MI L OF NJ1016 MM GATEWOtY n 6IBIB'D NEW 1 SLEW COVER DOpt - B 21 13 B-19 / \ a a A-35 INS WILenV AID) J-BOX WITH BARRIER EDt MASS nRRANCE I—rIF __EI B-5 A-20 A-16 _1 A-31 NIH NO L_ Bf B-S9 B-7 �1 LO AS ND011 100 _17/184W . A-28 LOAD 8-15 DOOR I - APPWOVAL DATE vMrr19 ralb ENTRANCE (CmMF By OIlte+3) 1' 14 '' I a 4Y Yes :� IR PUSH BUTTON -301 B-41 12 24' T�891ML1 120V-24EDWVSACIR mPU5H-BUTTON W1T11 a n/ y 12 E r O 1 M 1 14 lT A-2/4/51 149-1 MOUNTNG PLATE 31 9 µ' DOCK N11mB HOTS _ /�(� 24 4 7 62' RWF I. PUSH-BOTTOMS TE EXACTTO BE ATI1N1E0 AT WNEREXTER MOR DOORS. -- CONSTRUCTI N MMUGER.710N WITH OWNER D µ IA 72'5 �vv Dl� 2. DOORBELL BUZZER TO BE LOCATED IN KITCHEN AREA. L DOOR BUZZER SCHEMATIC POWER PLAN 0"%J E21 114'-1•-0' NORTH • fi Panel Wiling Schedule(3-phase) veyr rWw .4 Pae3DW4 B' V06696 120200 Plrss 3 xwr 4 - _______________ T19'P • t1aMs 4_ILMS;& , /frk-loll OWCR1Wt0 Riea6fMYC P5547NENIAT0 CUn.ER1MM11 OMaw M.L.O. MMrr Riry 2250 AC Rsa1p SarRae085 KAC Trfnaatw 1 fraM B1__ .ofeum —_ - NEIM Tl9r ErtbMR 1 IAoufry Sub OplDn NDM - Mal AAtr AerM _ epos , ,CM.ZDIWI Lord Desaiplan EWP6 eNtr av Ataw PNMr AduY Bda aft Eeepr LnadDWNaP1 n tm4Mwe "'Y-Y'Y"f'd'Y�:Y-1^�''\'Y"Y-Y•'�"Y- "Y-"r-t^.. 1 M wY 14W+t)aFlpai. BIMPi aw 1MA NWI idF sea, bs6r .. lalLTitNEitAarn NN1a tin N. — Sim• Kw Kw Sim'J6 2361 1.000 A 1379 201OLERFEEZER C2 21 a'. J JECIWTVBOX DVR 63 — 207 1.000 a 0200 201_—_EX1Et%JI1PG — COOIERA RLO ITS 1.;: 5 (4050E7LER 20 L 2361 0.600 C 030D 201 - EX1ERCR LED LC2 6tm 6 7 MCRNNVE 22 201 1.000 A 0200 207EXTERIORLED LOHTNG I.CJ 8 ELECTRICAL LOAD SlMRY 9 7)OOM70ER 52 — 2011 1.000 B 1700 207 — IX SIGH LC4 10 JQ� { _.. y2 77 WATER TER 41 201 0.000 C 1200 201IX1ESON LC4 12 t- PEBrAPmx CONNECTED coraEctED M. '13 ROAREEZER 21 — 207 1300 A 12M 207 — EXTERIORSIW LC4 14 1 0001.5 I1009AKW/NVA 2 $. 7 3011: —. Mr. 1b- 75 -anNect6arnW� — 207 0340 B 0212 207 — KOTC1ENLICi(TS LCt 16'21b C. � 17 SPATE 201 0.000 C 0242 207KITCHENLIGHTS LCt 16 14.201 99 HOOD CONTROL PANEL L 2011 0.000 A 0.750 207SITE LLEITBO L 5 20 }. RDCEPMOES 0136 Eta 1. — 204 i ,8: —. — 1 21 DVRIMIBC RECEIVER _—_20(1 0.300 B 0.750 207SIZE IJGHI6LO LC5 22 (:23 POWBt FOR SH6MTTRPL201 0.200 C 0.500 207 — STIE DRECIONMLSIGNE LC4 241 020 0..100 a.'aM A:. 0 EatrpMENr d. 25 1LLEPHOHE Ba44RDL207 0.360 A 0300 201 — SINE DFECIONMLSONS LG 28•2361 0.000 B 0300 2011 — P'.ONSKM LC4 ?0' 11DTORb x.10 300 4203 4. _ *1920NatcaaraawlMaCTOR — 201 1.000 C 7200 201 — TIRUNExIl e000*9wr (, J NyAc6Y6TEN zxsxe xxsn (1.710 1 — 97OIa AND LOOP 7IER - 2114 0.760 A 0.000 201 — fy JMACHIE _0221008 0 2361_SPA01 3• TDTAL nLxa ntaN SPAR1. — 37TACLES-RE9TR000036i 0780 A 0.000 201SPARE 300� Slm REED 3D6X6CO2TAN( OJ60 B0.000 201SPARE M} WARNER 01 1.100 C 0.000 207ORE 42 > ..NECAR}IC1F 2204)IEOUI0EM D00„ DRACIWL(n1rEC1Ef4 Nk116 •^NECARRf1E2m4xiE0U1BEMnaADFrul IC10020MNEC1E01 -( A61NOMDAFAaaN" ,.14kM1a1a1a LaNtr•6W1Yd 91iaLb�1W - .w 12 611361(36 14360013601 gl006P360900NeY9106 AaaM1.a6TMMr. NvA OW 6 A L-11wD4YRMaiMn - •Al 114LO ITUId, 20•PIIA PtletaM drWias IDYO. 1 _�4� Adull.Od Tarts: PRA 70_5081av 874A L-HWZYMd—dncr ( "( 1'IWg. 4 - 3.r N-Tlsiy{,A1C6RREIfrNraiOs PRB 9_652 Im 00.3 A H-IYIgq,AC6Ra19a11Rtn NEC OEWZID I(1AR 1000 •MNMEIFEEOER A6PERAGE '� PRC 1' 7 G•GMK1d FMQeatlOlraOHar G-10sW91FatClWYrsnrlr SYSTEMWLT400o1l fisi`N' iFi 211 Me' 31120 A - Pn.C tob121ar 056 A IoRs1MNa .N1oft19 T.N 3010E kw .e A WFbiw:llb9aNWMrM1bWMirIs oft o*%WNIridTwRt NaW[-(0=-4M1M$4tM4 CarMl lurN� Zorn-LI9Kte Coralhlw 36010aa1 0022079 �WPIWMab DS D11MW btMIM17%IarB Arid 5.004TrY4) a NOM-G=M01eME 36060(4 055540 1A x Ln 05400 QTr DaQlrn3N SUMMED INSTAII® AaP5 rw w vaTs n1A5E DRa1 PD0 0(36911 200017117E a2x1**Cfl 1 M006NUAWBI IEMVW5 lames E BradIry,P.E 212 F.L Tta4 i 1 x.W1115Fai11OMAxD INc C16TOMss21Y/tn•Din MWINDOW N]SSG199 OW GC as 100 3 [ 21261112 GM yr N. In ONLYIOS S7Al1ON6[ as 110 1 [ iluilal2GM P3 [ASx I[Gdlel SY51/A OW OW as 110 1 [-- 2116112/1 r4 1B 0360106 AN OW L2 120 1 0 21161x2/1 @SON 1M-1RN 4 2 36000619150 OW OW m 110 1- — 1 211261112060 r I)IA00Axr all 90706VALVED•.13' 6 1 M10YNE OW GC 13s .5610 1D9FID 1 x 212811123RD r 92003(0000 A7WATB1w1r INAW62W1PE11G 1 SIIFTSFIIVEKEGEA61IMGrNE CODGFATID01 OW 6C 24) 3 T 96061050360 m1nm WFII 1120 36 OO®1 NRIMW4000900EDOFAIIOMS OW OW 417 as 1 x 212011123RD 4' Dt105 F5a100D 1 owTBIS IS A STATE APPBOFBH INDUSTRIAL MODUL II BUIiJHNB >2 1 u1140001 3060019006101 0020* OW OW u 110 1 x 2126111262ND 4•v=T— i HO1Dtb1ANGGMID DLa _ 1 x z1ua11uam rRrA.N sfPIIJG RUGThese plans have been approved by the State Modular Building Division IS NO1DF00D5MI0N 203606 OW OW iSl 1R 11FMW 000365as 110 1 x auallurw r CR 910 42 or Industrialized Buildings Division.Only those items listed on the site installed items TIW(C0 FIIHIDI COOIOIis DD f x 211261312// P 61100031E toorllG _ .. _ 1 x 311201A13x#D list on the cover sheet are subject t4 the review and inspection by the local building m MNxA.Ro3RA6wvwETITID OW GC as 120 1 x 2N61su/D P AMF FCNOC 1x2 9roa 6D NrTD NU6 MTO MKQOUOET department All buildings constructed to these plans will be state and/or third party n 110 MATFRaIDI COO[MG 0AI OW S7 120 1 i 21261012360 r x.WASSRaxMAND x12 Dal-01-% WAVE as %a Im 110 1 x 2012a1Nf110labeled indicating compgance t0 the state adopted codes25 AREW CAIDFNSBI414200 51011I1GE 1N-ar.3r z4r a0( 6C 1) 1 [ 211061036360 lIt Po N6RMN 62602 6Mm' RWz I6OP OW OW 120 1 x 20/26101200N Ax r OW 110 1 I 201281/9360 r l0 79. 6 1 009111 OTFOODW01 m z6 .fi N IxNm IDN OW GC 62 a75 110 1 I 2013616/2000 P WELLS 4421112C10091IM4:D 0 DINTN AFfx7 IOSSTAT0UT 10.7 1 REAR XDTFOOD WeI 13 rwza 10126 11FDN X0101 OW GC as a9 Zd 1 ............. -x 2196119060 1 0(11526 IFACI10. 6IDP100D ADINT0ITOSSTAMECUTOUT 30 1 536678101105099600510010_610091721/103613701610100606101OW GC u 120 1- — x 20126119060 r Nllrb NTO @011001 10017AQE n 1 1ACDI1 WAIABI ]2 •0.15 OW SC at a5 120 1 [ 201261012360 r NATCO 000 1t1I65xrt0 Ce11001M8Ra9TA0E - 32 1 P1006 LT11p01116 OW OW 6.7 na 110 I [ 212810/2000 r C10911366RAAM auaa3N /111651100201961M[IW T*0O sy 33 1 NEArLOI 00IWNISW 1MMIECOMIRO OW GC 19 QS 110 1 [ 20126101200 4' 105120 AWNM 011[SMOCar19U10ERKERACIE �3 31 1 W101110IIl7MfIB1 a x5216 N OW OW 13 15 ]m 1 i 201261x2/ID 3600(4STLE 297-19 1106001060012016128100E RECD` 1 1 TAN06.SWAT00IEA190 00( 6[ 5 110 1 x 211261123RD r NNNN 6200MaA1a 0000 56U3606f167xN1.1 I ......ee 1 W.6360100010016000__14.6760-0(26-* OW SC D 1 x 20610360 r 66119*101644.3600519100 3119 51 z moo 05/0915/09 OW 00( .s 1m 1 [ 211311012010 r ND1 5OSPBa®f10M®IN6 53 1 11AERAIONIIDRl0 NT1IOL604*251D OW OW s 110 3 [ 2x211012611 11,E 53 1 SMUIaIY wx DVR o0( OW s 110 1 1 20126101200 r *0 0102 191 NSTAumO11W Sw1FOf MA140060s1915 st 1 STATION RAY OW (Y 3 110 1 1 2126161200 r NaTro 1019052.MTz39•Wzi7N ELECTRIC SOLENOID GAS VALVE FURHI9ED WITH HOOD PACKAGE EG TO INSTALLCONTROL PANEL l0 MRNO 0610005 TO COPPER VALVE SEE"001 DRAWNGS FOR*01 120421. *010 6 ALLED OUTSIDE AID N1510E AND COPPER TTPE THAN INFORMATION 1M6RE rISTALIED 0(111 0* 0L0OUN CSHALL Ala FOR OU WSTALLED COTERIE OR IINDERGRda1D SHALL BE US1ED FOR OUTDOOR USE 10E0106008.13010 NTDI SD MOUNTED 11GH1S AND SIGNAGE. '� LJ CONIRAC SHALL COORDINATE WTN POWER COMPANY AEL t N'TO BE NIM9E9 BV AND VERIFY SHORT CRCUIT AMPAOTY AND ARC FTASI 01790E 11SPE AND NSTAl1ID BY EC OCELL O YNORTH 7Tmd :HWC A Ast.IDs VALUE PROVIDE RATED EQUIPMENT,AND PROVIDE OF B ILD7OCELL ON Ndi7H SIDE 27 SD PER NEG LM"1-1/4' 6 NILDRIC. 1627 SaWhMytl4616 A-10/23 lb E%NAUST FAN iRY 7000 510101 A-10 1®OR AS (4)/3/0 CU t(1H6 •Lp• P QWWaQ.PL 37616 REQUITED BY UTxTY CU(RD.N 2'C (717}584.6151 PO AWG COMPANY. RAZED FOR 120V 10 AMG NETER CO' 400A MCB 225A MO MIWOSWI JBhD6*M2"CT PANEL'A' PANEL Tr CRISP W NOT 1101➢NG CABNET A-18 CREQUI D AS LIEIEX 120/208 AWMR.m10rrL I >� REa(RREO eT 120/208v-30,40( 20/208V-36,40( 16 30( OREF lR T PANEL NCLUOFD N gmi LOCAL UTILITY EQUPMENT PACKAGE Cb157.1TPE V-W HOOD 11Gln5 L C0IPANY O R11o11ANcr aw,r:: FITTER A-10 AJUmM E Ma. 1 120VAC — 10( O R XIS D 8-19 CON1R(IL PANEL MIN GW Y�iRr QtDNE A-28 NEMA-3R WaD Waz ff(llT)30Rr 0(/D 5I.OGIY(ASE) LIP EG SHALL FURHISH AND TO UT(4)COOP ANY W FWE MTNG 6 9 XIM FORMER O C N{'C C. HA11TY ONFIRM - En..WALLS LOCATI OaAN LOORDIN.EG SIAL CONFIRM 2561-O06BF N CESSA AHD COORDINATE CT I AL SE COIPANY AS LAD 111 NEQSSNRY 10 EIEWTE ElEC7aCK SERVICE 9 I� 0000 HOD APPIIOVAL M1ET DEDICATED BREAKER FOR 120V WWAY lC7 Mma �VMYrrt EOIi SHUNT TRP POWER FLOOR {B�D2E�(�Mrs______________ j _400*601 UNDERGROUND CONDUITS ROUTED TO EXTERIOR SIGNS WIRING NOTES U01TW1G.ETC. I. EG TO WIRE H100D CONTROL PANEL WHICHI WLL AUTOMATICALLY DE-DIERIZE MNQ-36 AR FAN.RIU-1.FANS.AND ENER02E THE EXHAUST EC.9101.FURNISH AND INSTALL FAN 04199 09991 OF FIRE UNDER THE HOOD.THIS WILL ALSO 00-ENER02E (4)0600 KCML CU NNW THE ME ELECTRICAL EQUIPMENT UNDER THE HOOD VIA THE SLANT 1501 CONAl1CiOR5 M{•C BREAKER 45 CU lO 3/4•E (3)91 CO i(1)26 W(RD.M 1-1/Yc Panel 2. EC.70 COORDINATE REQUIRE EFNTS MIN HAVC CONTRACTOR Sal ANY.FOR A ROD 10'-(r GROUND G G G MOTOR STARTER FOR THE NEW ROOF MOUNTED EXHAUST FAN AD MAKE-UP Schedule 4361121 3. EC.SHALL FIR MIST AND NSTALL AL WIRING.UNLESS OTHERWISE NOTED. K qJ TO COIOEIE EL . AND MAKE ALL FHA.CONIEC110b TO EQUIPMENT SHOWN. ENCASED FIECiRODE _ _ _ F1/O W 10 NCOMNG METAL WATER LIVE AND/OR BUILDING S11E poedp HOOD CONTROL PANEL WIRING DIAGRAM ELECTRICAL RISER DIAGRAM (1 E3 r 1 N.T.S. 2 N.T.S. I FauNDanoN DTEs: I.THIS FOUNDATION PLAN IS PRODDED FOR REFERENCE AS A TYPICAL STANDARD. ACTUAL FOUNDATION CONDIT10NS MUST BE EVALUATED FOR APPLICABILITY IF THIS PLAN IS TO BE USED. ALTERNATE FOUNDATION PLANS MAT BE DESIGNED AT OTHERS IN ACCORDANCE WITH THE REQUIREMENTS OF THE JURISDCTION - HANNG AUTHORITY. IF FOUNDATION PLANS ARE DESIGNED BT OTHERS,THE ENGNEER OF THE BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND THE CONSEQUENTIAL A" .s ₹ PERFORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATED THERETO. CENTER LINE CENTER LINE 2 ALL FOUNDATION CONSTRUCTION MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH ALL OF[OLUMN OF COLUMN APPLICABLE STATE AND LOCAL CODES. 3. EXCAVATE AN ADITONAL 1 TO 2 INCHES AT BOTTOM AND SIDES OF ALL FOOTINGS THAT NE POURED DIRECTLY AGAINST EARTH C.L.to C.L. 4. ALL WALLS AND PIERS SHALL BE CONSTRUCTED OF 8"%8"X 16 NOMINAL STANDARD WEGHT OF COLUMNS CONCRETE MASONRY UNITS LAID IN RUNNNG BOND PATTERN AND CONFORNNG TO ASTM C90 HANNG A UNIT COMPRESSE STRENGTH OF 1900 PSI((m=1500 PSI MINMUM). MASONRY UNITS SHALL BE FULLY LAID IN - -- PAINT PORTIONS OF EXTERIOR CANOPY TYPE M OR S PCL MORTAR NO FlLLED WITH CONCRETE OR MORTAR. PIER REINFORCEMENT BARS AND COLUMNS ENCASED IN CONCRETE BELOW FOOTINGS SHALL BE DESCRIBED IN THE PIER DETAILS. GRADE WITH BITUMINOUS PAINT. 5. CONCRETE SHALL BE STANDARD WEIGHT(150 PCF)WITH A MINIMUM CONPRESSIYE STRENGTH 3000 PSI AT 28 DAYS MORTAR SHALL COMPLY WITH ASTM C27D GROUT SHALL COMPLY WITH ASTM C476 AND CORCFRAR SI b PA HAVE A MINIMUM COAPRESSIYE STRENGTH OF 2500 PSI. FFPEOPF - 6. ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615.GRADE 60 EXCEPT BARS THAT ARE WELDED TOP OF "- SHALL COMPLY WITH ASTM A706.GRADE 60 RE BE QUEMENT BARS SHALL BE UNCOATED DEFORMED BARS FOUNDATION WALL FWym AND SS Of THE F00" 5 SAT L LLPy AL GPLICES A ACED AND PLACED MT 3"CLEARANCE FROM BOTTOM DE BARS 30 INCHES MINIMUM. OFF SET ALL SPLICES 30 INCHES YNMUMZ"INCHES MINIMUM AND LAP ALL#5 +12' BEAM= FF00 .. Z ..__._ ... - ._..... .. ......... ._.._,y. 7. THE CENTEPUNE OF EEACH PIER SHALL BE LOCATED DIRECTLY BELOW THE MATE ONE CENTERLINE WITH I . INCH NA%HMUM E RAN -- ---w•'""'" """'"'"' --- ''" _ --- - V .5 C. SOIL BEARING CAPACITY IS ASSUMED TO BE 2000 PSF MINIMUM. IF THE ACTUAL SAL BEARING = J I .0 FOUNDATION DESIGN. FOOTNGS SIALLLLEBE"PLAECED ON NON EPANSIGE 5055 ER MAST RE CSULTED FOR ONLY ALTERNATE , ......... T S. THE AREA UNDER FOOTINGS AND FOUNDATIONS SHALL HAVE ALL TCtTATON,STUMPS.ROOTS.AND 1 _ 6' lAM Center Line Nf FOREIGN MATERIALS REMOVED PRIOR TO THEIR CONSTRUCTION. I • Columno to outs de OWE PERIMETER GRADE SHALL BE SLOPED AWAY FROM THE BUILDING TO PROMDE POSITS DRAINAGE. _ Edge f IA ng TIE GRADE OF THE GROUND UNDER THE BUIDNG SHALL NOT BE LOWER THAN THE LOWEST SURROUNDNG Vent Well Ito Noe is FINISHED LOT AREA GRADE IN ORDER TO PREKNT THE ACCUMULATION AND STANDING OF WATER UNDER THE aj table to ste BUIDNG. Metal g to C er :/f MANE L F PIER OOTNG SIZE CHART STARS,ROMPS.DECKS AND OTHER SITE WORS NUT SHORN ON THESE DR WI"GS ARE DESGNED BT 264 kips ..........................1 01CR PIER SIZE REINFORCING OTHERS AND SUB.€CT TO THE APPROVAL OF THE JURISDCTION H DNG AUTHORITY 1 - / 12.TERMITE PROTECTION SHALL BE PRODDED IN ACCORDANCE BATH THE APPLICABLE CODES WHEN REQUIRED 4--.- - -4 2 -_ ....._.._. y. A 34"X 34"%12"DEEP (4)/5 BARS EACH WAY By SUCH CODES. R 2"DEEP 5 DABS EACH WAY THLE S. LI1��- 8 �"%5"X 12 DEEP (5)YS BARS EACH BUT I3.AFA FOUNDATION E MORALES O THE FOUCTION NGCGST ACTOR SHOULD CONSULR DATA THE NWNT ,,,,,__ x" E%PN CT 5ETTNG OLE AN ES,0 . THE INCLUDE UN INCREASE CONTRACTOR SHOULD CONSULT WITH TH " (5)d MANUFACTURER O THE MODULES PRIOR - OF INCREASED WID1H IS APPROPRIATE. C D 54"%54"X 12"DEEP (5)#5 BARS EACH WAY 14,HOT ROLLED STEEL SHALL HAVE A MNMUM HELD STRENGTH OF 36 HSI IN ACCORDANCE WITH ASTM ` I,, E 56 A 56"X 12•DEEP (5)#5 BARS EACH WAY A36. ALL OTHER MELDS SHALL BE IN ACCORDANCE WITH ASS/URN DIE BA BE IN ACCORDANCE TO ANSI/AMA DT.}ALL PIER PEDESTAL ARE 16'X 16"ERA FILLED SOLID WITH CONCRETE OR MORTAR. AT PIERS WITH WELD PLATES INSTALL#5 16.WEDS ON HOT ROLLED STEEL SHALL BE SMAW WITH E70%X ELECTRODES. UNLESS OTHERWISE SPECIFIED '5__ R TiLINTE VERTICAL BAR IN EACH CELLS AND EXTEND BARS 6•MINIMUM INTO Fl T WEDS SHALL BE THE SAME CKNESS O OR F THE BASE METAL F METALS UP TO 1/4 NCH THCK L AND B"MINIMUM INTO FOOTING WITH 4"LONG BE AT AND THE THCKNE GE THE BASE THICKNESS METAL MNUS H/16 INCH F METALS 1/4 NCH OR MORE TH N ICKNESS. Q0 j 5 BOTTOM. WELDS SHALL BE FULL LENGTH OF BASE PLATES UNLESS OTHERWISE SPECIFIES TOP OF z II .YS. FOUNDATION WALL f a +12' BEAM= FF00 Noted Kip Loads Noted on Plan are From Gravity Loads Only a N 1 ')" 6'Tube Colu® r li+ ! 11.6 kips 1 G _ by Vdimt) =nt well locaton is ILI,table to ste -' tai grate rover P e 12ni� / / / N s S1 ....._ 11/2 41/2 41/2 11/2 Y°eaa > 1 ........ ... O>w FDDba TO �\ _ (t:4_TA FLDm N--1 a IN - ..I-. N Be0BP81 mNWrQ+rM4 \ lev'�"IIEsM e"�n 4--1 center Linea Df // 9// ar WWI r colMn o t0 MtSide1 jx �s,s-Hc�ND.xe.e...IAA N Edge f building. N II S II /�1 N #_ Li__ 42" M�=..-,+I Curt FNlelay ae6W ._. 1-M Ratio.Cmt�uou 8410NKCa4s yaalW� COOLER/FREEZER SLAB ON GRADE 91-u• A"xWDE L — Plate Sizes i—F (A)6'x6' "x6" U MRR W x (C) • Typical Soalt Vents _U CONCRETE OaED°� (Placement By Local Code) b q�p `\ NM TEEL. [ "�UN. R'w" w� BRG�CAP O,ER B• x]2'OPENNG WITV RENavAeLL (CO-xeF By 091e1aI cMrOa�WAu LaD n$ EL/°lEM(rn Exrtx xox<rycATHWc vwT sN°w MORTAR. 1 ) S .%/°'sTm HA1EWOIMmEa M ON RES STATT STEEL GRATE RATED FOR IGRADE 6• LOS NxMH.,«,m W unHL BOTH DIRECTIONS AD w/TH i0 H/r OeERLAP x IS WES TOWM O111 ,•IB.MM A ORMOM B AI(,'H,M Dl'/4 j sTWOAw xaa.T IpTTn. T RMNVABLLTE RAINCIGIN"BA A xEFDED TO ENT WELL W BEARD ON AT LEAST THREE S0E6 (' im" RAWLSPACE ' `s a itaL tt%Ts�;W ACCESS OPENNG. CR n R A< U T eftow fR i UxE Y wise/,. ATE,s s1.u XWI a AWLSPACE. l OUNDATION PLANS FOR FOOTING SRNs.O° - x Ix%"nxR Hero sAT"w T wcMTs saR«mT"x 1/]a m INATs %2a•MIMMU I / / I/02"'L'RODS 6'LANG WEInEO O DATE: 2 20 17 THIRD PARTY: 162 k ASSOCIATES INC. PLATES WITx 1/a'FlLil:i FOR ViNTILA Pw ANO SH 1627 SWTFI MYRTLE AVE ENTWE ORNMFERENCE(TYP.J SCALE: _ CLEARWAIER FL 34616 TYPICAL MATE LINE PIER SECTION a ,a`°"""'""° Dr`""G TARO WML-5 �~ -- STEEL PLATE S DETAIL - 6z WINDE Kx.BN CONC. I "ALL DER HO O EEP" CODES: SEE SUMMARY REVISIONS: WI FOOTING N, DETAIL A I LABELS s/9/17/Toa x..s. : ENO WEIL WIx1HG INTO EOUNDATON TO GRADL FROM I OTIDMD` INSECTION A-A TO ALLOWFOR DRAINAGETHASUE00NR"NEu. FOUNDATION PLAN PLAN MO. esw- Responsibilities of GC to be included in contract with Owner Electrical PLUMBING k.(BY GC)2-Ni (By W Electrical(page 2) 1. Parallel(2) pples Walk-In Cookr/F,eezer MODv �T -tBYGq xcordirKm kbat rode tJ LA� 1. Pass 3 Carf ex whips,on top of the cooler,through holes provided into main module.Connect o 1. Conned all drains under the building with a trap to a main manifold and conned to the main 2. Roof Top:All units have disconnects Installed(Carflex Whips)are run through the roof 411/16 J g .Straps provided. sewersystem or grease trap.NI factory Installed drains are stubbed straight down and require deck simply connect wires to disconnects. 2. Freezer evaporator is fed from condenser circuit. the contractor in the field to supply and Install piping under the building. a. Connect HVAC units 3. Freezer Condenser Ex ibit D - -M�. b. Hood Supply Fan:Install marked Carflexto disconnect and connect line side. a. Install branch circuit Carflek to disconnect and conned Iineside i'iA,LI U L R, Hood Exhaust Fan: b. Install evaporator Carflex to disconnect,pass wiring into unit through nipple PluteSir ' 1. Install marked Carflex disconnect and connect lineside and conned color to color. m3'PVC Drairs � �' ----II Extend hood control low voltage through fan port hole to handy box and c. Cooler Condenser.Install branch circuit Carflexto disconnect and connect lioeside 11 Installation Manual for Checkers 2•PCVVentr(1p3") *� - ., corm - Roof Red to Red and Black to Greet ----------------------------- To Sewer Water 1X-Normal Copper 3, Walk-In Cooler Freezer-connect refrigerator and freezer compressors to(marked) 1. Install branch circuit CarPex to A/C disconnects and conned line side Gas Y T&C roof 2. Install low voltage Carnes,to A/C units with 90'connector provided.Connect low voltage as per 4.. Install exterior emergency lighting where required by local code.Power to ease locations naimple inane unit 18/8 thermostat 18/6 with red tape Fire/Stat will be provided by Valiant Modular for field hook-up byothers. 3. Mount 4-X 4-PVC box to parapet metal for B-12 frontsign a. Interior i. Make crossover connections(AR wires are numbered to match leer Condenser corresponding 1 Box) 1. Install Carflex to disconnect and connect line side 2. Conned main water line to a sloe connection-Wrap with a heat strip and phrg ma b. Exterior 2. Condenser fed from ice maker circuit receptacle located at water line connection,also Insulate pipe over hear strip(where I. Install exterior wall-park and EM fixtures.To beaul ked by electrician for applicable) GC.Connect B-18 from main modular to B-181 box in main modular. Signs 3. Connect water cross over pipes an 114-152-200 models(not needed on 85/fi0modeb) Electrician as installed.Upon permanent power,open EM fixtures as per 4. Connect and install PVC drain fines from rooftop HVAC[nits per loalcode plan and connect EM power quick-connects.Open exit fixtures and connect 1. Sign connection on roof connections may vary for different models.All signaller will be 5. Comma all required wet vents(undertkor) battery packs, purchased ed and and installed by the owner. 6. Fmish drain lines from walk-as cooler percode ii. Install 19 canopy recess trims and lamps furnished by Valiant Installed by 7. Connect roof drab down spouts per drawing andcode GC/Ekdridan. Tile Work(By GC) §(lftsy Sc) p ca.w nvsc IN. Interior Crossover connections.Crossover areas located by ribbons from 1. Valiant supplies all the tile,mortar and grout for the seam sections both Inside and on the V:sxG.www��rrr ceiling Crossover cables are number identified-All 120V branch circuits exterior of the building, 1. Connect all gas stubs down to main(2'T&C from building) have dedicated neutrals,straps provided.Bathroom modular unit xv2. The GC must supply m experienced tile setter to set the tile on the interior and exteriorseams. 2. Connect HVAC gas pack nits on roof from gas cocks on roof xear w crossovers connect to 10"X 10"x 4"1 Boated from panel'B.' (Sgp Pictures at recap Page 10) Yalu Modular LLC-15 Wet Tower Circln-Osmood Beach,Fl.32174 USA 3. Connect any and all crossover pipes(see page 3 pl mbing) / W. Program timedock per store manager requirements.NI switches, 386-677-9316 cmeii:W'B®Wiaomnddarmm 4. Field test al gas lines for leaks / conactors andemeckck are connected as per planschematiL Walk-in Coolers 5. Light up and set al gas kitchen equipment and test for lealo G.store w trv.µ ss.t __ The walk-in cooler company crew installs your walk-in and assembled the cooling system.Your 1. Service:120/208 3 Phrase 400 Amp Main Breaker with parallel kills for 3/O feeders.Main electrician must connect the compressors and lighting to the connections Valantprovides. Pager a:Utility Ca eanan s General Contractor must make the gas connections and settle meter. breaker has shunt trip option.Two 2"rigid nipples flush with exterior wall provided for a back- GC to have a local refrigeration company complete all refrigeration connections and startup of Ice Page a: I der(GAS) Gas installer or sobtomractor needs to test forleaks. to bads parallel connection. Machine and Walk-In cooler at Owners expense Z. Grounding:Building steel and gas pipe bonded to Panel'A.'Earth ground and water bond to Papa 16 Ua&y load(Electric) be installed by GC electrical contractor as part of service. 3. No Shared Neutrals.All 120 volt branch circuits have dedicatedneutrals. ALSO SEE INSTALL 1.2 Franchisee Res nsibilities 4. Assemble Checkers Modular (gy GC) WEl DING (BY GC S. set A/C units on roof curbs 1.Prepare Foundation Per Pan 1 6. Set exhaust systems on roof curbs 2.Prepare She Access par page 2 of the install manual. 1. Sign a Valiant Agreement with deposit 7. Valiant will re-test all electrical and plumbing If water and power are available at the time of 3.Supply Temp Power at site. 2. Arrange for all site and architecture permits to be in place Installation.We test all units before they leave the factory abut connections may come loose 4'Suppy Dwnpaar at Sae. 1. Weld all Foundation Weld Pates to frame of tint 3. At least 60/90 days prior to delivery date make initial first draw and order construction to start during shipment 6.Cause too a welded at site. bulldog proem.If power and water are not available yet,simply have your electrician and 6.Cause lobe at the taexaeon weld perms to frame. 4. Place order for P05 and RTG system from NCR plumber test the connections once the utilities have been on. EIsofKW(By GCr 2. Weld Canopy Columns at jams' 8. NEW Valiant thru Captive Aire will balance system.When system is running and HVAC is S. Place order for sign package from the company1.Conned Power to boating. ft. 6. Have GC contact Valiant for coordination running call for appointment we need two weeks'notice for startup(Cal Domes at 386- 2.Malta at necessary ones over 3.Corned a1 Rooftop compressors,Fars adloHI/AC(Power cads and diawrasecls we kmaaed and wppged by VaBan 677-9316 to schedukJ '"�°'••.""`"s-`\ •,,�••,��+� 7. Coordinate plans to your local Health Department 4.Install(415 Exterior Wash fplda and caulk them(4ft supplied by Valiant). Valiant will do the fo/kwing at their factory bdaredetivery: 5.Install irks Rings and bulbs(Suppaed by VSNaru)in carmpes. \rte t Buyer's Responsibilities 1. Build Checkers Modular to specs per state approved plans 1.Connect(all Gdraim ant vents be ealh the building(M pipes are stubbed straight down)see Page 3. 2, Provide Trarse HVAC systems/irndudes Start-Up atslte 2.Conned wear cross aver at two pokds. �[r`�'N. •, 1. Secure all necessary permits.Contact your bat health department and them with a set 3. N equipment is ordered through Valiant,we will do the following: A.At A.At Bata onto Mop lo Mse mom en wall ve 3 c ornparbnertt sink. ..� p�dea. Install Captive-Aire Hood system Including Ansel Fire system(Start-Up by Captive Aire at 3.C.Atm sloe pao is at union o kitch n Mop Sink Roam to main cornnection and have tested. of plans for their approval.This should be completed as soon as possible so that any necessary destination is included) 4.Install drain lines from HVAC roof top pow to roof top gutters. changes can be made prior to construction. b. Install Walk-In cooler at factory only.Start up at site is included 5.0 Local code requirne(Run Condensation Drains horn soak in to local code destination)fins are"tabbed out of cooler -AL A 2. Perform rip ad equate site work,indtdi ode uare access to site for trucks andcranes. c. Make all plumbing,electrical and gas connections Wag. Foundation to Frame: a rubber roll3. Level foundation.This is the contractor's responsibility.There should be shims and a level at the d. Test all plug in refrigeration at theactory TILE WORK(8y(IC) Using roofing(peel and stick)material apply to side of frame and e. Secure all equipment forshipping Tae S ppied by Valiant overlap foundation.This matejialis not supplied by Valiant,but ansWhyavailableatroofingsupply site priortobsa0ation.iftheplatesareriotlever,shimsshouldbeprovidedbycontactora[the Twkrctalarm install SImkamaseemB (slid coached rieea arty)both Inside the bullring and on the exterla. companies. - _ ff tsar site prior to iMUllatiot. BwWmgFr�e air The height fiom Bosom ofFrameto 4^ 4. Eleciridan,Plumber,Wekfer,HVAC contractor and general subcontractor should be available Rubber Roll -- Perished Floor ie 121 and on site. Maintenance Roofing Peel &Stick FauMrtlm a. Electrician to complete all requirements as described in the manual. 1. Exhaust Hood:The exhaust hood should be droned on a regular basis. onvolume b. Plumber to complete all requirements as described in the manual. Depending your c. Welder should be on site the first day of installation to complete requiredwork. nec necessaryocal code ifyour erscommt is performing cleaning minimum of every Failure days,to have yourgh 30-60 days may on H restaurant is performing at high volume. have your hood deaned a d. AN refrigeration equipment will be placed by Valiant in the appropriate location on the timely basis can result in fire hazards,as well as damage to your roof from grease buildup. roof,all refrigeration less will be located on the roof.Franchisee must have their local Your fan belts should be checked monthly for wear.Keep a spare fan belt on hand at all times.If refrigeration company connect the compressor me to the appropriate compressor. the exhaust system goes down,the restaurant will be dosed until It is working again.Having a Aproi 401i6 Apox 18'of Interior Seam Consult factory prior to warding contract, spare belt and regular maintenance program will eliminate or shorten any down time.Remember HVAC and Ref garasbn S. Have beverage provider Insall soda equipment If the belt looks wont,change it Fan belt maintenance can be incorporated with your A/C service Trans HVAC lbdls(By Valiardi Red Colum covers have a off iMn. 6. Have all final contract. WI be started up by Trans Only(We need two weeks notice for star primpeCtare complete 2. Air Conditioning,Heating,and Refrigeration Equipment:Change the air filters in your restaurant C mkisl heat 36"at time l sere up). We Wave W hint on 7. services regularly,sometimes even weekly depending upon the location and volume of business.You must RCora Dow as Units C k xhaade.TIC)is et Vasarn Expense. Your proteLTpn aAlhe tontrete)s being paced a. Provide temporary power at siteGC wall c usse o a and lee nisMac nor(Rai a) 85 well 8a other 8C6vIGBa. have your HVAC system started and balanced by your HI/AC sub-contractor.Have a regular service GC wM ease m have these urws connected and eared at GC b. Provide donpster or removal for trash and wrappingmaterals contract with a local authorized A/C company.You may want to contact a service provider that has peas When these activities are done aalply peel off the film. 24 hour service rates in case you need emergency repairs.They will schedule maintenance four - Exhaust') (SY Vacant) Valiant Responsibilities times a year to dean coils,check Freon and fan belts,as well as do routine maintenance.When Sawde Ale wS up C'e'teri at pemd m it 800)-9 Postlreatne roc sort cad Nick at captiya-Ale(Boo}9ee-712& choosing a company to perform HVAC maintenance contract,be sure to verify they also service Schedule for Air Balance also dam by Caplive-Air Cab Nick at 1. Secure State approval of modular construction plans refrigeration equipment.Valiant can provide assistance with this if needed. ((800}948.7124. 2. Deliver checkers modular to site for the agreed ireightamount AB rip rates Wrra my h by equpmen t marest. err' Call thee r r espective manuackxe ervice dept died. mifec 3. Provide Cranes and crew to set Checkers Modular on foundation ALSO SEE INSTALL 1.2 L1 (Install) Page is too large to OCR. Page is too large to OCR.