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HomeMy WebLinkAbout20-612 Eb Q Y� City'& Zephyrhills PE_RMIT NUM_ BER ; 5335 Eighth Street Zephyrhills, FL 33542 BAR-000612-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 09/01/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 03 26 210200 00000 0270 6429 Ashville Drive Owner Information Permit Information Contractor Information Name: CHRISTOPHER&ELIZABETH Permit Type:Add/Alter(Residential) Contractor: PAUL D SCHAPER MEYER&BROOKE Class of Work:Add/Alter Residential CONSTRUCTION, INC Address: 6429 Ashville Dr Building Valuation:$9,262.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$150.00 Phone: (813)390-3793 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 n , Total Valuation:$9,412.00 Total Fees:$174.47 Amount Paid:$174.47 I I Date Paid:9/23/2020 12:59:OOPM Project Description EXTEND ROOF W/SLAB 10 FT X 28 FT&ELECTRIC Application Fees Building Permit Fee $86.31 Electrical Permit Fee $45.00 Building Plan Review Fee '$43.16 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit 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 add fee 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 OR SIGNATURE PE IT OFFICE 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 Buildin4,Department 2 Date Received f vl I Phone Contact.fo i Permitting. Owner's Name liIS , bem t"1 .' Q( . Own' Phone Number. Owner's Address : 2"l 11 1�� Owner Phone:Number.. Fee Simple-Titleholder-Name Owner Phone-.Number Fee Simple Titleholder Address t JOB ADDRESS. 4 q�(-I �v I `'e �I�L ► t �11` 5y+ l LOT# SUBDIVISION- 11 v� ©a�S / PARCEL ID# b3 .2� v2� !' ,-BTAINED-FROM PROPERTY TAX NOTICE) WORK.PROPOSED NEW CONSTR: ADD/ALT. 0• -SIGN = . 0 DEMOLISH P.. INSTALL. e REPAIR. PROPOSED USE- 0 SFR Q COMM 0. OTHER..` TYPE OF.CONSTRUCTION '` BLOCK 0 FRAME` 0: STEEL DESCRIPTION OF WORK 11C Z� C'�S��o,/v S1 a\D O w l+in a i-f, BUILDING=SIZE SQ FOOTAGE= HEIGHT 1.VVJJ I VALUATION`OF TOTAL CONSTRUCTION i , =ELECTRICAL $ AMP-SERVICE 0 , PROGRESS:ENERGY :0 W.R.E.C. lS-` =PLUMBING._ $• rQ _ =MECHANICAL $ VAL'UATION.OF MECHANICAL INSTALLATION: =GAS Q ROOFING Q SPECIAL•TYI=: 'OTHER rlNISHED''FLOOR ELEVATIONS' 1Z. FLOOD ZONE AREA =YES NO' :BUILDER OMPANY SIGNATURE REGISTERED _ . ' /-N -- .FEE:CURREt _Y/N. . Address. . yd f Vlil 1'' :� ', License# ELECTRICIAN !;, ;COMPANY SIGNATURE REGISTERED, Y/ N- .- ,FEE CURREN- - ; .Y/'N.. Address License# PLUMBER. ji . COMPANY SIGNATURE ,REGISTERED Y./ N' FEE'CURREP ;:Y/N>. Address License# MECHANICAL COMPANY. SIGNATURE REGISTERED' Y/-N FEE:CURREN Address License# OTHER COMPANY SIGNATURE REGISTERED` ' "!Y].N _-. . .;FEE.CURREN` -YIN Address.. License#- RESIDENTIAL Attach;2,Pldtt�Plans;2 sets;of.'Building Pians;(1:)set!of;Energy Forms;R 0=V1/Permit for.new construction, Minimum,ten`(10)'working days after submittal date:.Required'onsite Consfriiotion:Plans,StIormwater Plansw/Silt Fence installed, Sanitary Facilities&Il dumpster;.Site Work.Perrnit for subdivisionsflarge projects --- COMMERCIAL Attach:(2),complete sets of Building'Plans,plug,a;Life-:Safety Pa6e;,(1.)set of Energy.Forms.R-O-W Permit for.new construction:_ Minimum ten`(1.0)working;days,'after-submitt6[date::Requiced°onsite;-Construction:Plans;Stormwater:Pians-.w/Silt:Fence installed, Sanitary;Facilities.&'1 dumpster.•Site Work.Permit'16r 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 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 SeL. rvicg U' d'r d A/C' Fences( oUSurvey/Footage) Driveways-Not over Counterif n.pubIl6roadways..needs.ROW i� NOTICE'OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which maybe more restrictive than County regulations. The undersigned assumes responsibility:for'compliance with any applicable:deed.restrictions.. UNLICENSED"CONTRACTORS"AND" CONTRACTOR•RESPONSIBIL'ITIES: 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:ihtended contractor are uncertain as to what licensing requirements may apply for-the. L 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 Transport ationlmpact 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 ralso. 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.riot: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. CONSTRUCTIOWLIEN LAW°(Chapter 713 Florida Statutes, as amended): •If�valuation:of work-i"s.$2,5.00;00ior more, I certify- that l; the°-applicant,--have:--been-7ovided-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 prom'ise.in'_good faith to deliver it to the"owner prior to commencement. CONTRACTOR'S'IOWNER'S AFFIDAVIT: -certifythat•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 1ndicated. 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, Wetland..Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management- District-Wells, Cypress. Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental :Health -Unit Wells; Wastewater-Treatment, Septic Tanks. US'Environmental,:ProtectionAgency=Asbestos-abatement.. Federal'Aviation-Authority=Runways. understand th_at-thb-following restrictions apply.to the use offill Use,of fill'•is-,note allowed in'Flood i 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 . liewsedby,the State of Florida. If`the:-fill.•material is,.to.be-used:'in.,•Flood.Zone "A"'iri -connection with a permitted building using stem wall -construction,,.+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 properties­Af 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 isrequired. . If I am..the.AGENTf"FOR':THE.OWNER, I promise•in good faith to inform-the owner of:the permitting conditions set forth in this affid9v,&*prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing-esignsi-well's;. pools, air conditioning-gasi-or:other installationh&not-specifically-1included,in they 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:;an..y..provisions�of,the.technical codes;-norshall 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 ceases4or ninety(90)=consecutive days,.the job.is.considered.abandoned. WARNING•TO-OWNER:• YOUR FAILURE TO RECORD A NOTICE-OF-:C Igt.NCEMENT,-MAY RESULT IN YOUR PAYING.TWICE FOR�IMPROVe MENTS'TOYOUR"pROP-.ERTY:'1F�YOU:I ' N TO'OBT�►IN-FINANCING;CONSULT WITH_YOURlENDER OR`-AN-'AT`I'ORNEY-.BEFORE_'RECORDING_YOUW 1 OF'COMMENCEMENT. FL0RIDAJURAT'(F:S.1 ,7,.03) J� - OWNER'OR'AGENT `� CONTRACTOR- � Subscribeii,and swo "o' or affitmed)'be ore me this BI tOLIZo - Subscribed and swo 't - ffirm )'tiefore me this Sfilql2o. by 4A-,-�n�h Who is/are personally o m as r has/have produced Who is/ar ersonally known melorhas ave�producecl identification. as identification. : Notary Public ��L�`�- Notary Public ;•i Commission No. Commission No. {� Name of ot$ d,priri� tUtfitaia�etEON Name•of N T RI M OBINSON o Gt ::tira pe ' ?; �: Notary Public State of Florida €r°- ��' Notary Public State of Florida- a o' Commission GG 321868 €.��'' y a Commission q GG 321868 `" My Comm.Expires Jun 2,2023 °•'?aFr�° My Comm.Expires Jun 2,2023 Bonded through National Notary Assn. ""Bonded through National Notary Assn. INSTR#2020 3611V OR BK 'I U'l t)'l PG -1 Af[ -I Page 1 of 1 08/20/2020 09:26 AM Rcpt:2195468 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Bowles,Esq.,Pasco County Clerk&Comptroller NOTICE OF COMMENCEMENT State of FLORIDA County of Pasco Property Identification No:03-26-21-0200-06000-0270 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Section 713 of the Florida State Statutes,the following information is provided in this Notice of Commencement: 1.Legal Description: SILVER OAKS VILLAGE-PHASE ONE PB 35 PGS 63-67 LOT 27 OR 8592 PG 711 Street Address: 6429 ASHVILLE DRIVE, ZEPHYRHILLS, FL 33542 2. General Description of Improvement:Elite Scr�een Room And Concrete Slab 3.Owner Information or Lessee information if the Lessee contracted for the improvement a)Name and address: MEYER CHRISTOPHER SCOTT or BROOKE ELIZABETH 6429 ASHVILLE-DR ZEPHYRHILLS, FL 33542-4889 b)Name and address of fee simple titleholder(if other than owner):NIA c)Interest in property:Owner 4.Contractor: Paul Schaper,8949 Gall Blvd.,Zepliyrhills,FL 33541—Ph:(813)782-0920,Fax:(813)7154875 5. Surety: N/A 6. Lender: Name/Address: N/A 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statures: a) Name and address: N/A b) Telephone No.: Fax No. (opt) 8. In addition to himself,owner designates the following person toreceive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes:; Paul Schaper,8949 Gall Blvd,Zephyrhills,FL 33541—Ph:(813)792-0920—Fax:(8.13)7154875 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING To OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.139 FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.' STATE OF FLORIDA COUNTY OF PASCO Signature 0 er or Owner's Authorbotfftcer/Director/Partner/Manager rki eo- e+e) PA vrt _rL PrInt Narrm The foregoing instrument was acknowledged be6ri me this day of AQQGT+_ 20?_0 C 114 0-t 5,4ci ighe!o-,r VL by saw-g-_c)wPk-,-xZ- (type of authority,e.g.officer,trustee, attorney in fact)for instrument (name of party on behalf of whom inst was executed). W Personally Known OR Produced Identification 4-1 Notary Signature Type of Identification Produced I L_C C_ — — — — — — — — — — — KATHR""Ro' o Notary Public-State of Commission#GG 321868 My Comm.E*res Jun 2,2023 off State Of Florida,County Of Pasco C, This is to certify that the foregoing Is a li�? ft true and correct copy of the document s on file or of public record in this office. In god)*rrffi 49 Vkftness my hand ndiofficial seal this day o 2 . Nikki Alvarez-Sowles, •,Clerk&Comptroller d887 Pasco County,151orida S' 0 1 . By Deputy Clerk QUALIFIED PROPERTY MANAGEMENT, INC. Administrative Office 5901 US 19 Suite 7 New Port Richey, FL 34652 PHONE: (727)869-9700 FAX:(727) 869-9825 August 10, 2020 Chris & Brooke Meyer 6429 Ashville Drive ZEPHYRHILLS, FL 33542 RE: Silver Oaks Village HOA Inc Lot#5446329 -6429 Ashville Drive ACR - Backyard patio extension Dear Chris Meyer: As managing agent for Silver Oaks Village HOA Inc, our office has been asked to write you with regard to your recent request to install a covered backyard patio extension. The Silver Oaks Village HOA Inc Architectural Review Board (ARB) has approved your request as submitted, provided the changes are made in accordance with your Alteration Application and the Associations' recorded deed restrictions. Please keep this letter for your records.-Should-you'have any questions, please contact our office at candyC-qualifiedpro eU.com. Sincerely, Melissa Holden Melissa Holden, LCAM Licensed Community Association Manager for the Board of Directors Silver Oaks Village HOA Inc CC: Architectural Review Board MH:cj Ij TL 7� LVI- L ---------- FT 1 1 1 -.H J I ? ��? _? ? I T _T� ? ?�T � ? T► f _ _ ? T ? dr F F-i � I—TTTI 1 I �- iTI_�I_ T I -? �TT 7- - I __._I IIIII ?;► ? . TI _I a I _ �� Ifs i . _? � T ��T-T T I f I_. 1 ___ I ? _!� o�-�- I -- � 1 I _ � I ? I _ EF I F FFTI I I I - I I I 'I -IT --! I 1 .1 -F-T---- - -7F.FFI I I I I I I' I I 1 - 1 1- 1 1 -1 1 -1 1- - 1 1 - T-`— -TI I I I FFI—1 I I I LLTF I ^aTl I _T _ I_ T r T I I I I I I i i I L FF I I ITT 1 11 -Fl I. 1 .1 FTFI I I I I I i I L 1 777= -5,LL I- LI-T-1 1 1` -1-1- 1- Ot F Q'i -T _ _ i _. _�___.I ? I_I T�I I I T T�TT_ T i I i_ I _Tf ? I --•—Iw__�_!__ TTI T TT I�-�-I l- I T_-TT_? I ? ?_i I ? _? ��? ¢_..n __r `�{ I F LLU F F -I I I I I I I J-F A I 71 �T� ? I � f ? ? _ T I ? T ? ? f ? I ? L FFT I I I I I I 1 1 1 1 1 1 i I i I I CITY OF " " BUILDING ZEPHYRHILLSNOT.ICE DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS DATE PERMIT# M21 &(2--- 1 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. ("ni2 R CA:: kT 17 It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth or other material,until the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION the installation. _ OFFICE HOURS 8:00 AM-4:30 PM MON.-FRI. INSPECTOR / DO KIM & ASSOCIATESp LLC CONSULTING STRUCTURAL ENGINEERS Florida Board of Engineers Certificate of Authorization No.26887 Product Evaluation Report Date: August 10,2017 Report No.: FL#7561-R4 Product Category: Roofing Product sub-category: Products Introduced as a Result of New Technology Product Name: EPS Foam Core w/Aluminum Skin Composite Panels Manufacturer: Elite Aluminum Corporation 4650 Lyons Technology Parkway Coconut Creek,FL 33073 Phone: 800-421-0682 Scope: This product evaluation report issued by Do Kim and Associates,LLC and Do Kim,P.E.for Elite Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule 61 G20-3.005 (2)Method 2(b)of the State of Florida Product Approval. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or updates. Do Kim and Associates,LLC and Do Kim,P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code, 6a'Edition (FBC)and where pressure and deflection requirements, as determined by Chapter 16 of the Florida Building Code,do not exceed the design pressures as shown on the approval. 1ic�N No.49497 _w:�. .Lu O STATE OF , SS ...... C1; This uem hu been detaonlrlMtignedandseed Monr. 10NRL Yjn,PE on this to using a DoIW 519naum PMted mplet of rirt_i Is1st`� this duumem arenmm�ddered sgnedaM ualedond the Sir-musthevenfled onanY electronk.pie' Ig 1].W.15 1131 53-04 W' Do Kim,P.E. FL#49497 P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk@dokimengineering.net Sheet 1 of 3 Do KIM & ASSOCIATES, LLC CONSULTING STRUCTURAL ENGINEERS Sunnortin2 Documents 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6'h Edition(FBC), Section 1709.2. 2. Drawings: a, Drawing No.FL-1001 titled"EPS Foam Core Composite Panels", Sheets 1 and 2 prepared by Do Kim and Associates,LLC., signed and sealed by Do Kim,P.E. 3. Testing a. Testing per ASTM E72-05 as performed by Hurricane Engineering&Testing,Inc. (HETI),and reported in test report numbers HETI-05-1988,HETI-06-2104,HETI-06- 2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HETI-06-2107,HETI-05-1987, HETI-06-2069,HETI-06-2070,HETI-06-2071,HETI-05-1994,HETI-05-1991,HETI- 06-2072,HETI-06-2073,HETI-06-2074,HETI-05-1996,HETI-05-1989,HETI-05-1993, HETI-05-1985,HETI-05-1995,HETI-05-1990,HETI-05-1997,HETI-05-2037,HETI- 05-2029,HETI-05-2039,HETI-05-2030,HETI-05-2041,HETI-05-2048,HETI-05-2036, HETI-05-2031,HETI-05-2038,HETI-05-2065,HETI-05-2040,HETI-05-2042. 4. Calculations a. Panel performance engineering analysis for tested loading conditions have been prepared based on comparative and/or rational analysis,prepared, and submitted by Do Kim,P.E. 5. Other a. Quality Assurance Agreement verified with Quality Auditing-Institute,LTD. (QAI Laboratories,LTD.)(FBC Organization#QUA7628). P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk@dokimengineering.net Sheet 2 of 3 DO KIM & ASSOCIATES, LLC' CONSULTING STRUCTURAL ENGINEERS Limitations and Condition of Use 1. Code Compliance a. The product assembly described herein has demonstrated compliance with the Florida Building Code 6`�Edition(FBC), Section 1709.2. 2. Large and small missile impact resistance has NOT been tested to or evaluated for in this approval. In HVHZ,this product shall be used in structures"not to be considered living areas" per Section 1616 unless impact resistance in accordance to the HVHZ requirements are met. 3. Each product listed above shall be installed in strict compliance with its respective Product Evaluation Document and site-specific engineering along with all components noted herein. 4. Use of each product shall be in strict accordance with its Product Approval Evaluation and Limitations of Use. 5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 PCF ASTM C-578 Dyplast Products LLC brand EPS foam insulation(NOA No. 16-1129.05)adhere to aluminum facings with Ashland Chemical 2020D ISO grip.Fabrication to be by Elite panel products only in accordance with approved fabrication methods. 6. Elite roof panels maintain a UL 1715 (int)class `B' (ext)rating and are NER-501 approved. 7. This specification has been designed and shall be fabricated in accordance with the requirements of the FBC,composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. ' 8. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including load combinations)using the data from the allowable loads tables and spans in this approval. 9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ(L/80 for spans< 12'-0"and L/180 for spans> 12'-0"). 10. All supporting host structures shall be designed to resist all superimposed loads. 11. All components which are permanently installed shall be protected against corrosion, contamination,and other such damage. 12. Size and Span Limitations: a. Composite panels shall be limited to those specific panels listed in the DWG.FL-1001. b. Panel spans shall not exceed those listed in the tables of DWG.FL-1001. P.O.Box 10039 813.857-9955 Tampa,FL 33679 dk@dokimengineering.net Sheet 3 of 3 ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf). 3' x 0.024 x 1 - LB EPS PANELS 3' x 0.032 x 1 - LB EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS 00 KI M (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) &ASSOCIATES,LLC NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) CONSULTING ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE STRUCTURAL LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF>' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 ENGINEERS 10 16.17 15.76 15.03 1440 10 17M 1750 16.91 15.96 10 19.33 1855 1031 17.66 10 20AI 20.03 19.42 IB.BI 20 13.44 13.44 1222 10.35 20 1664 15.96 14.06 1216 20 18.11 17.66 16,36 15.06 20 19.02 1821 1758 16M 30 10.78 10.78 9.41 6.60 30 15.17 14,06 IL21 8.36 30 1620 1636 14A3 12.46 30 17.93 17.58 15.73 13.89 PO BOX 10039 40 922 922 6.60 2.85 40 13.69 12.16 836 4.56 40 15.49 15.06 12.46 9.86 40 16.83 16.35 13.89 11.43 Tampa.FL 33679 50 917 B,17 3.79 50 12.22 10.26 SSl 0.76 50 14.10 13.76 1051 726 50 15.74 15.12 12,05 8.97 Tat(813)857.99SS 60 7'a 639 U98 6o 10.75 8.36 2.66 60 12.87 12.46 8.57 4.67 60 14.64 13.B9 1021 652 70 6.81 4.51 - - 70 927 6,46 - - 70 1L57 I3.16 "22.07 70 3355 IP-66 836 4.06 Ram Oescil Uon 80 6.33 2.64 80 729 4.56 BO 1026 9.86 4.67 80 12.46 IL43 652 L60 Q m �u� 4' x 0.024 x 1 - LB EPS PANELS 4' x 0.032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0,030 x 2 - LB EPS PANELS 0 (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) NET MAX. ALLOWABLE SPAN <FT) NET MAX, ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) 0 ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/240 l0 19.00 19.00 1717 16.53 l0 20.50 20.50 20.11 19.24 10 21.97 21.97 21M 20.97 10 24.17 2417 24.17 2417 20 15.01 15.01 15.01 13.95 20 19.61 1924 17.49 15.74 20 20.77 20.77 19BG 18.76 20 23.64 2a64 2341 2311 30 12.50 1250 1250 1IL31.1 30 18.t7 17,49 14,87 12,24 30 19,57 19.57 1821 1655 30 2257 22,57 21.90 2L01 10.97 10.97 10.97 o40 16,72 1534 12.24 8.74 40 1836 1836 I6,53 14.34 40 2L51 21.51 2039 1a91J9.92 9.92 9.44 22 50 1528 13.99 9.62 525 50 17.16 17.16 14.89 12.13 50 20.45 20.45 1828 16.80 913 9.13 751 60 13.84 1224 7.00 1.75 60 15.96 15.96 1324 9.93 60 1939 19.39 1737 14.70 > 8.52 8.52 5.58 7 70 12.40IOA9 4-18 - 70 14.75 14.75 1L58 7.72 70 18.33 18.33 15.96 12.59 W 0BD2 8.02 164 DO 10.95 0.74 1.75 - 80 1355 1355 9.93 551 80 1726 17.26 1435 10.49 N Q Z a. 6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANELS 6' x 0,024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS 0 W o F-0 (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) o IL rn> Z NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT) NET MAX. ALLOWABLE SPAN (FT> NET MAX, ALLOWABLE SPAN (FT) `o o LL °' O ALLOWABLE ALLOWABLE ALLOWABLE ALLOWABLE 00 00 D a- LOAD (PSF)' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/180 L/24D LOAD (PSF>' L/80 L/120 L/180 L/240 LOAD (PSF)' L/80 L/120 L/I80 L/240 E E m U¢W 10 23.0D 2124 2L47 20.85 30 24.08 24.00 24.00 23.42 10 23.93 23.93 23.88 23.60 10 24.00 24.00 24.00 23.84 0 0 _ W 20 19.06 18316 H106 18.06 20 23.34 2a21 2L82 2022 20 23.20 23.20 23.03 22.46 - 20 23.65 23.65 2334 22.64 'E F-•() 0 30 .15.13 15.13 15.13 15.95 3 30 22.10 21.63 19.42 17.02 30 22.47 22.47 22.18 21.33 30 22.94 22.94 2259 21.85 40 13.34 Ia34 13.34 4 40 20.86 20.05 17A2 1322 40 21.75 21.75 2133 2020 40 22.23 22.23 21.85 20.BS Q O O F 50 IF-10 1210 U?10 1 50 19.62 10.47 14.62 10b2 50 21.02 21.02 20.49 19.07 50 2153 21.53 21.10 I9.86 N J 00 O J 60 11.17 1L17 1L17 60 18.38 16.89 IF ea 7.42 60 2029 2029 19.64 17.94 60 20.82 20.82 2036 18.87 _O(.) 1L Q 70 10.44 10.44 I0.30 70 17.14 1530 9.82 4.22 70 19.57 1957 18.79 I6.81 70 20.11 20.11 19b1 I7.87 W Qo 9.95 9.85 8.43 80 15.93 33.72 7.42 L02 80 18.84 I8.84 17.94 ISbB 80 19.40 79.40 18.67 16.BB a W of O J GENERAL NOTES SEA=CAULKING. UL I. Composite panels shall be constructed using type 3003-11154 aluminum facings,I or 2 PCF ASTM C-578 carpenter brand EPS CONTINUadhere to aluminum facings with Ashland Chemical 20201)ISO grip.Fabrication to be by 111he panel products only in -T accordance with approvLd I'abrication methods. dF DRANTIBY; DYK 2. Elite fool'panels mainmin a UL 1715(int)dais'B'(eet)rating and are NER-501 approved. OOOC1 CHECKED BY: DYK C ao SCALE: A96HOYAV 3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code 6a'Edition(FBC),composite panels comply with Chapter 7 Section 720,Chapter 8 Section 803,Class A interior finish,and r DATE: u1v1z Chapter 26 Section 2603.All local building code amendments shall be adhered to as required. INTERLOCKING cRDss sEcrloN OPTIONAL 4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions(including GUTTER DRIP CAP R `yQ Y'. / load combinations)using the data from die allowable loads tables and spans in this approval. SLOPE 4'MAX WIDTH INTERLOCKING Q:•�1GE3'3SF % F ' S. Deflection limits and allowable spans have been listed to meet FBC including the EIVHZ PANEL(1/41/FT MIN SLOPE) In IlV1IZ this product shall be used o110 0 0 0 Do VEoNkM,PE• in structures"no[to Ix considered living areas'per Section I616 unless impact resistance in accordance to the 1N(iZ 00000000000 a FPS CORE ILB OR 2LB 000�000 j• '. FLA.REG.NUMBER49497* 0 0 0 0 0 o il`� requirements are met. `^ 020 0 oo 6. Safety factor of 2.0 has been used to develop allowable loads and spans from testing in accordance to the Guidelines for ~ ALUMINUM BOTTOM 0p _W qM8 ASSOCIATES, Aluminum Structures Part I and conforms to the FBC Chapter 16 and 20. FACINGS o00 :.G Qfyt z6aa7 0 PO B6X'10039;' 7. Testing has been conducted in accordance to ASTM E72-05:Strength Test of Panels for Building Construction. CLEAR SPAN(U INSIDE III INSIDE 00 OH. % fig'.FTp�Fl0367l�.� 8. Reference test reports:HETI-05-1988,HETI-06-2104,HETI-06-2066,HETI-06-2105,HETI-06-2067,HETI-05-1002,HE'1'1- o° oG--2107,I IETI-05-1987,IIETI-06-2069,IIETI-06-2070,IIETI-06-2071,I IETI-05-1994,I IETI-05-1991,I IE-r1-06-2072, 0 ENGINEER OF RECORD TO PROVIDE O mnm.,,w d1.4gNd,Fgkio-l11 HETI-06-2073.HETI-06-2074,IIETI-05-1996,HETI-05-1989,IIETI.05-1993.HETI-05-1985,I IETI-05-1995.I IETI-05- FOR ROOF CONNECTIONS L ADD THICKNESS OF 00 36 MAX IN FRONT a 25% K,nvroom aw iWKv..nr.a , s 7 7 7 SUPPORTING STRUCTURE DETAIL BY WALL FOR TOTAL 000 OF PAIEL WIDTH 8 SIDES 5-20111:HEI-1- 5-20 HETI-05-05-2 8,-HE05-_0-9,IIF:7'ETI-_039,11.ilEOS-_030,111i'1'I-OS-2041,FIETI.OS-_048,(IETI- THIS OR ANY OTHER ENGINEER. PANEL SPAN. 00 (12'MAX AT SIDES) mnau4,a nsaYm OS-203G,HETI-05-2031,HGI'1.OS-203S,HETI-OS-20G5,HETI-OS-2040,f1ETI-OS-2672. 9. Linear interpolation shall be allowed for figures within the tables shown. Drawing No.-FL-1001 10. Panels with fan beams shall be considered equivalent to similar panels without fan beams. Design professionals may include EPS ROOF PANEU SPAN DESCRIPTION the strength of the ran beam to exceed shown figures as part orsite-s 'cific engineering. SHEET 1 OF 1