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HomeMy WebLinkAbout2842 Grove Dr41 E C E IVE CITY OF SANFORD BUILDING & FIRE PREVENTION MAR 3+ 2016 PERMIT APPLICATION Application No: % 69/ ' BY: - Documented Construction Value: $ 1970 - cy- Job Address: 2 xqz Cho ver Q (V E Historic District: Yes No Parcel ID: V* "ZQ r3 (— 37 -10 P100_051q(7 Residential Commercial Type of Work: New Addition Alteration Repair Q Demo Change of Use Move Description of Work: QST .(Li ( i y1(,ef,l 496E PR-17ets -AN& Plan Review Contact Person:Title•2 -SP/,/ Phone: 7-% 15 Fax: II `-10- 13 mail: (, sfK, i d 1 / , `'J ,, Property Owner Information Name K—ItTY 01 nQ f4ece. I Phone: Street: Z842—atz Resident of property? : Oyler, City, State Zip: 54A#::b 4) p Contractor Information / Name 'r [/ c;C Iy S UC 6)1-7Phone: `[07— OW • %7(O Street: 12iq ti _ C_ u Fax: (4 07 ZZ9- t 3.31 City, State'Zip: r M(,A2/J6 rte, 3-Z State License No.: CCC© 3Q Architect/Engineer Information CC3,06g3 (( 2Q Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t" Edition (2014) Florida Building Code RPV1Crl1 LmP 10 1011 Prrmit AnnLrstinn NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating const on and zoni S ture f Owner/Agent Date t re of Contr r/ Date Pont er/Agent's Namtriol Contractor/Agent's Name ^ ``\\\\\\.1v ALMi spy Signature of Notary -State of f load' -, Owner/Agent is Produced ID Calc T -•t, f • AFF y 1)35, g•.c dlhtu kR Signature of Notary -State of] Personally Know t%j a4TifO •.. T'If Contractor/Agent is Personall T e of ID ' 1111111t11 ProducedYP Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: c O BUILDING: 15r • t a - 14 Rrv,crri Lmr 10 MIS 13—it Annliratinn Pat Lynch Construction LLC 909 Dennis Avenue Orlando, Florida 32807 NOTICE TO PROCEED IFB Contract for ROOF and Replacement Services for Residential Properties. PO # 37937 *** Total Order $ 9,970.00 129v Address: 2812 rove Drive, Sanford Parcel ID #: 06-20-31-505-OF00-0090 Contact person: Katherine Steele Phone Number: 321-578-2363 The services prjovided by our firm shall begin on 2/10/2016 and shall reach final completion 30 days from Notice To Proceed, as described in the contract documents. The timely and accurate performance of the work I forth in the contract documents is important to the County. It is also a primary consideration for the contractor selections on future projects. Please acknowedge below, retain a copy for your records and return the original to the Seminole County Cc City Development Office. Do not start tttIe job until the required permits have been obtained and the work scheduled. Please email a digital 4opy of ROOF permit to: Upon completion, please notify the Construction Project Manager and submit a copy of the inspection final. We are glad to hve you as part of the County's project team and we lookoak forward to a successful project. Sincerely, ae Semina%County Phone: 407-665-, Fax: 407465-23 Manager ACCEPTANCE OF NOTICE / a ve "NOTICE TO PRD" is hereby acknowledged, this (p day of AX4712 ) J THIS INSTRUMENT PF Name: Address: BY: Zea NOTICE OF COMMENCEMENT Permit Number.l1 iFI'IParcelIDNumbr. af!L'; l)ilfli I ro_{:` t;. 'Jf C-if?CI_ill G++-I i c• (Jllf'if[!Lf f:R The undersigned hereby gives notice that improvement will be made to certain real efollowinginformationisprovideinthisNoticeofCommencementpP rtY, and in accordance -+ with Chapteri I93j.1ofi Statutes, the 1. DESCRIPTION F PRO2&&66-- TY (Legal description of the roperty and street address if available) 1 v _ : lil?1-!; 2. GENERAL 3. OWNER INFORMATION Name and address Interest in property: Fee Simple Title Holder 4. CONTRACTOR: NameAddress: w 5. SURETY (If applicable, a Address 6. LENDER: Name Address IMPROVEMENT: ESSEE INFORMATION IF THE LES e eeye ; lye(/ r than owner listed above) Name-- of ame of the payment bond is attached) el,*,- Ov ONTRACJED_FOR THE 19PROV v Phone Number: 32SPJ7 310— Amount of Bond: _ Phone Number 7. Persons within the StateFlorida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Stat tes. Address: Phone Number 8. In addition, Owner designates of to receive a copy of the Lien is Notice as provided in Section 713.13(1)(b), Florida Statutes Phone number - 9. Expiration Date of Notice of 3ornmencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARECONSIDEREDIMPROPERPAMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOBSITEBEFORETHEFIRSrINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORORRECORDINGYOURNOTICEOFCOMMENCEMENT Authonzed State of Y(/ The fo ing insms by e, ( . who has produced oror S or O ner's or Lessee's It I_ County of Print Nameand Provide Signatory's T UelOfrice) ent was ckr 0 ledg - before me this day of 1 , Name o person making statement Who IS personally known t0 me OR itificatic n type of identification produced: LL iLfYY..{)• Ir + f'S?.r1'.+1 1 FGfu fir, 'OPY—MARYANNEMORSE CLERK 0 - THE CIRCUIT COURT AND S RIDA Vvl P"8LE, 20 16 SCPA Parcel View: 06-20-31-505-01700-0090 http://www.scpafl.org/ParcelDetaiilnfo.aspx?PID=0620315050F0... Clnvfd,lo r eor.CM"A Property Record Card Parcel: 06-20-31-505-OF00-0090 Owner: STEELE KATHERYN L SEAANOLEOOUnfrY FWRpA Property Address: 2842 GROVE DR SANFORD, FL 32771 Parcel: 06-20-31-505-0F00-0090 Property Address: 2842 GROVE DR Owner: STEELE KATHERYN L Mailing: 2842 GROVE DR SANFORD, FL 32773-4602 Subdivision Name: WOODMERE PARK 2ND REPLAT Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (1994) DOR Use Code: 01 -SINGLE FAMILY Legal Description LOT 9 BLK F WOODMERE PARK 2ND REPLAT PB 13 PG 73 Taxes Taxing Authonty Assessment Value Exempt Values Taxable Value County General Fund 48,015 25,000 23,015 Schools 48,015$25,000 QUIT CLAIM DEED 23,015 City Sanford 48,015 25,000 23,015 SIWM(SantJohns Water Management) 48,015 25,000 23,015 County Bonds#48,015 1/1/1972 25,000 23,015 Sales Lind dbd Frontage Depth Units Unis Price land Value ONT FOOT & DEPTHI 60 I 117 I 1 I $180.00 9 6 Building Information Descrpbon Year But Fbctures Base Area Total SF LNng SF Ext Wal Ad] Value Repl Value Appendages 1 of 2 2/16/2016 12:04 PM Description Date Book Page Amount Qualfled Vac/Imp QUIT CLAIM DEED 10/1/2003 05142 1354 100 No Improved WARRANTY DEED 111/1/1964 01597 1162 47,000 Yes Improved WARRANTY DEED 1/1/1972 00961 0780 19,5001Yes Improved Lind dbd Frontage Depth Units Unis Price land Value ONT FOOT & DEPTHI 60 I 117 I 1 I $180.00 9 6 Building Information Descrpbon Year But Fbctures Base Area Total SF LNng SF Ext Wal Ad] Value Repl Value Appendages 1 of 2 2/16/2016 12:04 PM City of Sanford Roof Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines were compiled to assist the applicant in preparing a roofpermit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Z REVIEWED FORC DE COMPLIANCE PLANS EXAMINER to• 1b DATE RECORD COPY SANFORD BUILDING DIVISION A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE 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 THIS CODE LDING SANPORD op N 16-691 Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... RECORD COPY Aff8910( rrjr tl0:ida DepartfTleOiq BCLS Home 'I Login I User Registration Hot Topics SubmttSurcharge I Stats & Facts i Pubrtatbns FBc Staff BC6 SRe Map Unks I Search Business K-)) x Professional V4 I USER: PublUseric Regulation Product A®royal Menu > Product or AnokaWn $jrcb > Appilcatbn Us > Appriotion Detail FL # I FL5500-R4 Application Type Revision Code V 1rsion 2014 Application Status Approved Comments Archived Ii ProductlManufacturer Elite Aluminum Corporation Address) Phone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954)949-3200 dk@dokimengineering.net Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Bruce Peacock Addre+hone/Email 4650 Lyons Technology Parkway Coconut Creek, FL 33073 954) 949-3200 PM_DIA/G bpeacock@elitoaluminum.com Quality kssurance Representative SANFORD Addres5/Phone/Email O cPAR.Fi Category Roofing JjSubcategoryMetalRoofing # 1 6 6 9 1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IEvaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida cense PE -0046549 Quality Assurance Entity Quality Auditing Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL5500 R4 COI Indep.pdf ReferenI ed Standard and Year (of Standard) Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect I of 2' 1 2/16/2016 1:32 PM Florida Building Code Online I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE... from the Code FL5500 R4 E uiv Equiv..df 104.11.2 1709.3 Prod uctlApproval Method Method 2 Option B Date Submitted 02/26/2015 Date Validated Date Pending FBC Approval 03/08/2015 Date Approved 03/09/2015 Aluminum/ Aluminum Roof Panels 04/15/2015 of Produete uni Nett Contact lis .: 1940 North Monroe SIMI.Jagahassee Fn 32399 phone. 850-487-1824 Th1 State of Florida is an AA/EEO employer. oov ht 2007- 013 tat of Florida :: pnvacv Statemenr :: A ih•v Statement Be/und Statement Under Fiorlda law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronicmaliothisentity. Instead, contact the office by phone or by traditional maL If you have any questions, Please contact 850.487.1395. -Pursuant to section455.27541), Florida Statutes, effectNe October 1, 2012, licensees ilcensed under Chapter 455, F.S. must provide the Department with an emal address f they haveone. The ema&s provided may be used for official communication with the licensee. However emal addresses are public record. If you do nto suppy a rsonalpeaddress, Blease provide the Department with an emailaddress which can be made available [o [he pubfic. To determine d ot wLsh you are a licensee under Chapter 455, F.S., Please click heM. Product Approval Aorepts: R El B Cre F-+ siJA of 2 1 2/16/2016 1:32 PM FL # I Model, Number or Name Description 5500.11 Aluminum/ Aluminum Roof Panels EPS Foam Core Composite Patio Roof Panels Limits!of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL5500 R4 iI Dwg.pdf Impact Resistant: No Verified By: Frank L. Bennardo, P.E. PE0046549 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other• the HV Z. For outdoor patio construction only. For use outside See installation drawing for allowable span/load FL5500 14 AE Ey-@l.pdf FL5500 combinations. R4 AE NOA 11092607 p ff FL5500 R4 AE Test Reports 1 Ddf FL5500 R4 AE Test Reports 2.Ddf Created by Independent Third Party: Yes uni Nett Contact lis .: 1940 North Monroe SIMI.Jagahassee Fn 32399 phone. 850-487-1824 Th1 State of Florida is an AA/EEO employer. oov ht 2007- 013 tat of Florida :: pnvacv Statemenr :: A ih•v Statement Be/und Statement Under Fiorlda law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronicmaliothisentity. Instead, contact the office by phone or by traditional maL If you have any questions, Please contact 850.487.1395. -Pursuant to section455.27541), Florida Statutes, effectNe October 1, 2012, licensees ilcensed under Chapter 455, F.S. must provide the Department with an emal address f they haveone. The ema&s provided may be used for official communication with the licensee. However emal addresses are public record. If you do nto suppy a rsonalpeaddress, Blease provide the Department with an emailaddress which can be made available [o [he pubfic. To determine d ot wLsh you are a licensee under Chapter 455, F.S., Please click heM. Product Approval Aorepts: R El B Cre F-+ siJA of 2 1 2/16/2016 1:32 PM BEry11q" EPS FOAM CORE ROOF PANELS DEMAXIGN PRESSURES* y. n DESIGN PRESSURES: ALUMINUM / ALUMINUM SKIN! 5 NOTED IN CLEAR X MAXIMUM ALLOWABLE CLEAR SPAN TABLES:SPAN TAKES MAXIMUM ALLOWABLE CLEAR SPAN TABLES- fP., a aP_IHx L PR` OPboln pp}R- Olx' Oilxa ODir OD1%' O>T W L.UWI LYIR ARM SXn A1rn SIA Nunlu AI%n s"n A1Rn Slip Nrn SLIn lafn la ErS ,a EMlla En I.i I.EM I' M lar +rr I +' } rr. Pr Lllm Ir -r FI I L' Ilr'r Tm -r 1J -IP Ir ISr IF P I AI. lllm Itlr ITS'- ITr I + 'rr I J mql Ll+m H- NRI Lr+m IPi• '1 T.I• r l/Im fr Ilr Irr' u•r Irr CLEAR SPAN TABLE USE INSTRUCTIONS: 1 DFRNED iYPE OR muy EAE ro TE CDVFRFp (OIFlI SCBE " Ae WµLS, OR .. gCLOSED) DRMMWE ........ E SIR SPECIFlC REQUIR(D DESIGN W W MESSUR! TRW TOED ry SFPAINR ENGINEMING, ry A HSM i NG INEER OR REGISTMED AlIp11TER, NI ACCORD — WITI ME F ,' W TIDING CDD, FI EO1110N( 2D14) 1 FIND Al1DWAKE COMroSRE PARK LIEAR SPM IN TAl+6 FORAPMOIIIIATEIAMKDEAN, FACING TNlCrwcc AND Ery Lx. lr DRre., ah llaXl I]rIL rP. MN o. ml• amr A" M SM AIm S"X r_ w. Dau.- D.nv NmSm Alm S,h cr= r. om.- DYc Nun SLN AAm SLM IOSRNE AND xK TIW DESJOH MESSURES CKCNARD iq USE WTiN MIsSYSTEMSMALLTEDETMLOXEDnOTTERSdVa Eh ,a E1K Ia ETH: ,a EPS Ia EM Ia ER Isr Lntl Iar Ira• a -r .r Irr rr 1) N —80 r n rrr,,LQ i u 3'' a_ r Lr}a nlr Irr IrNrYILINOTYr• Y -r KCMDM( f WTREH1 THERE WRMMW WILDING CODE FIM EDITION (3o1A) M', USE p IDE THE HVXZ Cds/OSnE RDOF PAHELS SHALL CONrLY WITX CHMTM LN LIb L1; rnr r -r sE— OA 7m, CMAITFIL SECTIM 803, C1A55 A IIrtERIW fIHISN, AND C14IIM }{ SECT. 2.3 aF TXE MORIDA WTIDING rDOE FDTx J W O I uN0 r.r r -Ir Izr 1lIDw T- Nr Ll b I LINO_ Td Y -T Z A NO wr uxb LIT. Trr- tr r -r r -r rr SEPAMR iTE-S Mn.C1SEATED FT,GINEERING SXALL rE REQWREDIxORDMroOEVNi! FROM LOADS DEMECTIONS, NN 2. OR srANS COMAIHEOHMFMLIHSAIIIMEROIATIONLFn1EAL1DWATLESPMJ U Y WY yr i'I- Q O C = o LINO uua sr• - S r rr r rr rr rr lv=-- tlr I Llltl ll3tlG:r T-tr 6ST-1• fS DESIGN NOTES:. IOSRNE AND xK TIW DESJOH MESSURES CKCNARD iq USE WTiN MIsSYSTEMSMALLTEDETMLOXEDnOTTERSdVAJO65rECIFlCASI$ IN ACCORDANCE WRH THEEAH.. 1. COOE SITE-SPECIFlC MESSUIIERulW 141 On• EjorrXfrLOlµila YIi1.1xGA" c° c rfiTMil EDR aflDIR)s i RE"Ess—wEDwL ro THEMsrtrvE oa LED,LnvE OEs GXPRESSUREGVACTTYWW iz-•`I vAlUFS LIST® MMEW FOR ANY ASSEMIUY SN nrrr,,LQ i u 3'' G GENEERR ALNOTES: LJEI Z 1. THIS SPNRFIGTDN HA5 D FATRIGRDI W KCMDM(fWTREH1THERE WRMMW WILDING CODE FIM EDITION (3o1A) M', USE p IDE THE HVXZ Cds/OSnERDOFPAHELSSHALLCONrLYWITXCHMTMNW,_; S^ 3 a " sE—OA7m, CMAITFIL SECTIM 803, C1A55 A IIrtERIW fIHISN, AND C14IIM }{ SECT. 2.3 aF TXE MORIDA WTIDING rDOE FDTx J W O I EDmaX amA r1YlTaACT011 SINLLIr1YESTIGATEMOCONFOIIMroALLlOL1ATUIL5INGEDD — EI EMS REICH E A AERP. DESIGN MIRRIA REYWm AS STATED HEREIXMyREQUIREADDmOflµSRF -SP nc SEALED T- I ENGIMEMINGTMHO31 -In" INGfAS! IN ALLOWATLE STRESS HAS REEK USED W E DESIGNDITHISSYSRTC3. TM MCHRECT/EEIGINEER OF RECORD FOR THE MLOIER RH WHICH THIS DESIGX IS USE° SINLL tl_ SEsMSnL=,R "N- 1 TTHIS ESfORTNSZA DESIGN ALL& ffITY°F µ15VROIITING SURFACESro TRASIGH W111CH SMALL IE COORDINATED nTNl RRMT1TING ONTIIACTOR. HQuo j 4 SEPAMR iTE- S Mn.C1SEATED FT,GINEERING SXALL rE REQW REDIxORDMroOEVNi! FROM LOADS DEMECTIONS, F-S r OR srANS COMAIHEO HMFMLIHSAIIIMEROIATIONLFn1EAL1DWATLESPMJU Y WY TATlES LISTEDXMEILISXA111gTRFRIMiTTEDCOMARnilsENGINEERFDRALRRNARSPAxCµCUAnORS AS MAY Q O C = o THERE RFgIIRED. u- SYSTEM A' S:MD HElE1N IS OEN[IUC AxD DD6 NOY IRWIpE TI=A'SASPEUnCSRE" FOR SITE CONDmONS DU1T IWi FROr1 LI WEL p oc ! THE COR" 9 9ETNLEO MFREIn, A LLCLHSED EHGW ffR OR REGISTERED ARCHITECT S -ALL MEPME STIF SPECIFlC DOLL MTS— IIS! W CDNNg WITH THIS DOC-- M COMRACTdt SHALL CARCR1l1Y CONSIDER MSSIR,E I -- ED, Ory ROOF, INCLUDINGTUiNOTTARREDroMYCpNCENIMTE° W U y Fj ADO W AI XAY TOAD c' - I, DESIGx gTRR1A THIS UaHSORK ROM LOAD CRR : SINLL TE MORgLY ANµTWD TY A 4CENSFD ENGINEq q REGISTEREDARCHTER" i O2 i DEFLECTION NOTES: ` CORE CO ` TE E""E's v'"LL'E`oHSTRI'GRD-I-n*E • CORE DMSIM1 ELECTED HAWTYPlDE,SM/ ACINGSf] VMOfD roLYSTM[ NEiWMSNALL r y 4VE TYRGL _,S. M 1 O ICF MD SHALL IE MANUFACTUIIED n OYRAs1 WAST T5. LLCrE1LMINI"""' NDA •II-0T3L0) (M W SEK IOIM USE 4130rORµl MFMTERS S1YrORTIXG ROOFS DYER M OREN OR SGEM-WALLED LIRLREM VEASION OF THIS NOA THE FJS FOAM SHALL YE A[NIl![D TD CONTINUOUS RObI. THE ALUMINUMfACINGWITH ISZE L 303 Ap1E51VE ( n ASHLMp GLRkING } USE VIM MRALLMEMTFRSSUPIOIITWGROOFSWIn1ANON-RA.iEAED CEILING M'FIL CIKTY)). FAM1GndV 51ULLL lE WAQDI1py10E Wrg RMIIOVED M ENCLOSED 100M. fATRIGTONETHODSnMMWACTIIRERrORALLPANELS, 3 USE41»fORALLMEMORSSRUILLTINGRO FSWITXTTI- 1EDCFILIIIGOVERM \ENTERSfIEE.s WILM ALSroMEVEMKECTROLYSA f (i l iI I IS :i i i• fNKO5E0 RDOH, Pq RORIOR WILDING CODE nFTN EDRIOR (]Ol.) )ATL! IW 1. !. FIIGINEq SGL AfFI%ED HERE TO VAl3DATE5 SiIIU(.TORK DESIGN i:•••••• :i•i iiir3511DM10HLTTAEORTHISSPF[1rIGnONry m`1TRACTOR. N"M !s d I717-"Ilr 1 '• •••''••i. •••••• INMMNIRES\SAVESHMXLESS )IIS EMGWEM FOR AIL f115f\ OTHER CONSIDERATIONS: O°"AG°'0.UD'R°LECALRE5•'vRULATErEfsRESInTIxGMaH GOss SECTON AT • MATMW. F T IGn Is SYSTEX MELTON, \ CONS1RUCfIOR PRARIas I d •J•I, PL TYRGCIAHETTHIE;[Dpl 1. FRONTOVFANAHGMAY RE Ln ro )'-0' WRM VKIIFS 45TID HEREIx. MAxINUN LIEYOND TINTT. IS CALLED FOR ry IDCAL, STAY, \ rEDERK OODFS f f rROM OEVIATIORS M )MIsILAnUMSUIrMT®SIDE OVEIINANG 1535% Or IAS) RMEL WIDTH (Ir Ir MA%fMY °. E%CER AS OtrRRSLY MOVIDED IHRFJN. ND ADORId1AL RMK WIDTH) CMi1FlGn0/ISORMFIRXATION5MEINTEXDED. I! i RDOf rRpl SHALLT! AS R W., MG CODE 1eWI. EMs TFRATI A ADDm S. idUGH11NG, DR—D' HM%IxGS ro iE EPS ROOF PANEL SPANDETAIL: •smaXEMMExm rcRMrtrEO Axo urvAuauR THIS aiLnnunon. Ic ' 0 0N' OR o0- µUN a MM WIDIN RR IMERID(y1NG MNK 1 ITOI\TorlpM fAtDlcs W.•rER rooT MlMsIo. E) TABLEVALLUE DERIVATIONS: Ers LYarlllgl —DRAL IM M 3TIIItiEIURALfROrERT1F5 DfIlIVEDMON CMTI IMTEST 14-1438 'a cvnEll .—Ts nrr IlEnas- 1lTs.-DslnT. as-Iw.-0s-llTs. ClE,3R SI a, DµP -OS-L!}f, M (y InsIDE rO Ws1oE • • • • as-I»t..osl»}. aE-}aff. of-za3. aL-: PMOL CAr #m>0, -0 LOADS, #} OrH TY IEEER TD ADDInORK ENGINEEgNG SHEETSDENIMOVERXMGIMMRICMEFNGIMFMING\TESTNG, IM. FdL LOADS. ROOF CONXECIIOHS, } SUNORnMG1MFIDFMLaosXAVfnMARMEDIMOGLCUGTI_ STIIIICNRE DETNLS In OlXFA51. ITHSSXEEf1i• RAII DM AT MOxT \ 15% GMVRY l6lOs As WELL AS G4LIRAT FOR PµK CERTIFIES ALLOWARIE ROOF $RMS ONLY OFIAS) PMEL VODTH AT SIDES MERTIEs. OR TO 13• MM O/H AT SIDES) UI V INUN: U1 UU UU— I HERMAL AND MOISTURE PROTECTION SECTION: 07 41 13—METAL ROOF PANELS SECTION: 07 42 13—METAL WALL PANELS REPORT HOLDER: ELITE ALUMINUM CORPORATION 4650 LYONS TECHNOLOGY PARKWAY COCONUT CREEK, FLORIDA 33073 EVALUATION SUBJECT: ELITE COMPOSITE STRUCTURAL PANELS ICC ICC ICC C PMR LISTED Look for the trusted mal ks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" I A Subsidiary of ICC --ES Evaluation Reportsi are not to be construed as representing aesthetics or any other attributes not xE.^... cs+s specifically addressed, nor I are they to be construed as an endorsement of the subject of the report or a t "` recommendation for its use.1 There is no warranty by ICC Evaluation Service, LLC, express or implied, as ® G to any finding or other matter in this report, or as to any product covered by the report. Cnrn=T „ an 10 CGIQIY CCM , Copyright © 2015 ni ICC -ES Evaluation Report ESR -1599 Reissued May 2015 This report is subject to renewal May 2016. www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the Intemational Code Council® I DIVISION: 07 00 00—TI ERMAL AND MOISTURE PROTECTION Section: 07 41 13—Metal Roof Panels Section: 07 42 13—Metal Wall Panels REPORT HOLDER: ELITE ALUMINUM CORPORATION 4650 LYONS TECHNOLOGY PARKWAY COCONUT CREEK, FLORIDA 33073 800) 535-4837 www.elitealuminum.com info(a-)elitealuminum.com EVALUATION SUBJECT: ELITE COMPOSITE STRUCTURAL PANELS 1.0 EVALUATION SCOPE Compliance with theifollowing codes: 2012, 2009 and 2006 Intemational Residential Code® IRC) I 1997 Uniform Building CodeTM (UBC) Properties evaluated: Structural Surface -burning characteristics Roof classification 2.0 USES Elite Composite Structural Panels are intended for use as load-bearing and nonload-bearing walls and roofs for patio covers complying with Appendix H of the IRC and UBC Appendix Chapter 31, iDivision III. 3.0 DESCRIPTION jl 3.1 General: f Elite Composite Structural Panels are factory -assembled laminated sandwich panels comprised of coated aluminum facings with expanded polystyrene (EPS) foam plastic cores. Panels are 3, 31/2, 4 or 6 inches (76, 89, 102 or 152 mm) thick, 48 inches (1219 mm) wide, and available in various lengths. The longitudinal edges of the panels are designed to interlock with each other as shown in Figure 1. i 3.2 Materials: 3.2.1 Panel Facing I: The materials on both faces of the panels are aluminum alloy 3105-H154, complying with the specifications for aluminum alloy 3105-H14 in ASTM B 209 H14, with base - metal thicknesses noted in Table 1. The minimum tensile and yield strengths of the panel facings are 22 ksi and 18 ksi (151.68 and 124.10 MPa), respectively. The aluminum has a 10 -mil -thick (0.25 mm) polyester dry film base coat and a surface coating of baked acrylic enamel on the exterior and interior facings. The finished facing has a flame -spread index of 25 or less and a smoke -developed index of 450 or less when tested in accordance with ASTM E 84 (IRC) or UBC Standard 8-1. 3.2.2 Panel Core: The foam plastic core of the panels is expanded polystyrene (EPS) with a nominal density of 2 pounds per cubic foot (32 kg/m3). The foam plastic core has a flame -spread index of 25 or less and a smoke - developed index of 450 or less when tested in accordance with ASTM E 84 (IRC) or UBC Standard 8-1 (UBC). The foam plastic complies as Type IX in accordance with ASTM C 578, and is described in Elite's quality documentation. 3.2.3 Adhesives: 3.2.3.1 Panel Laminating Adhesive: The facings are factory -laminated to the panel core with an adhesive as described in Elite's quality documentation. The adhesive is classified as Type II, Class 2, complying with the ICC -ES Acceptance Criteria for Sandwich Panel Adhesives AC05). 3.2.3.2 Gypsum Wallboard Attachment Adhesive: Liquid Nails Projects Construction (Model No. LN 601 or LNP 601) adhesive is jobsite-applied and is used to bond the gypsum wallboard to the interior face of the wall panels. The adhesive is a solvent elastomeric adhesive manufactured by the Glidden Company. The weight of the adhesive is 9.4 lbs/gallon (1.13 kg/L). Shelf life is one year when the adhesive is stored in original, unopened containers at a temperature between 40°F and 100°F (4°C and 38°C). 4.0 DESIGN AND INSTALLATION 4.1 Allowable Loads: Allowable transverse loads for roof and wall panels are noted in Table 1. The roof panels must be selected based on a minimum allowable transverse live load of 10 psf 478.8 Pa) as permitted for patio covers under Appendix H of the IRC and UBC Appendix Chapter 31, Division III, or the actual snow load, whichever is greater. The panels must be selected based on the design transverse wind load determined in accordance with ASCE 7, or Chapter 16 of the UBC, as applicable. Calculations demonstrating adequacy of the roof and wall panel supports and connections for the imposed loads must be furnished to the code official for approval. CC -ES Evaluation Reports are not to be consinred as representing aesthetics or any other attributes not specifically addressed nor are they In be construed as an endorsement of the subject of the report or a recommerulation for its rise There is no rrorronry by ICC Evaluation Service, LLC, express or implied, astoanyfindingorothermatterinthisreport, or as to any product cowred by rhe report. _ Copyright ® 2015 I Page 1 of 3 ESR -1599 I' Mbst Widely Accepted and Trusted The allowable axial load for wall panels used as bearing walls and measuring at least 3 inches (76 mm) thick and up to 8 feet (2438 mm) high is 1,120 pounds per linear foot 16 345 N/m) applied, uniformly along the top of the wall equally to both panel facers. The interaction between axial and transverse loads i ust satisfy the following equation: Wap + P° p _< 1 W 1120 For SI: j ap W + 16345 1 I where: Wap = Applied transverse load, psf (Pa). W = Allowable transverse load from Table 1 based on maximum U180 deflection, psf (Pa). P,p = Applied alxial load, pounds per foot (N/m). Use of wall and roof panels as bracing against lateral wind or earthquake forces is outside the scope of this evaluation report. 4.2 Installation: Installation must be in accordance with Elite's installation instructions and this report. This report and Elite's installation instructions must be available at the jobsite at all times during installation. The minimum bearing width of supports for roof antl wall panels subjected to transverse loads is 31/2 inches (89 mm). As an alternate to restraining the roof panels subjected to wind uplift loads with a 31/2 -inch -wide (89 min) continuous support, the panels must be fastened in accordance with Footnote 6 of Table 1. Base channels must be attached to structural supports using fasteners recognized for use with the receiving material. Base channels must be designed to resist the applicable forces in accordance with the code. The fastener spacing for the channel -to -panel connection must be designed and constructed in accordance with the applicable code. Wall panels must be supported by, and connected to, foundations designed and constructed in accordance with the 'applicable code. The connection of the wall panels to the roof panels must be designed to resist applicable loads in accordance with the code. Roof panels must be installed at a minimum slope of 1/4 inch (6.4 mm) per foot (2.08%). The wall and roof panels must be interlocked. Openings in wall panels are outside the scope of this report. 4.3 Thermal Barrier A thermal barrier consisting of 1/2 -inch -thick (12.7 mm) gypsum wallboard complying with ASTM C 36 or ASTM C 1396 must be attached to the interior face of the wall panels using 1/4 -inch -wide (6.4 mm) beads of the Liquid Nails adhesive, applied to the gypsum wallboard in a zigzag pattern in rows 24 inches (610 mm) on center and 1 inch (25.4 mm) from edges. The gypsum board must also be fastened onto the aluminum facing of the panels with No. 6 by 1 -inch -long (25.4 mm), Type S gypsum wallboard screws spaced 12 inches (305 mm) on center in rows along the perimeter of the gypsum wallboard and intermediate rows at 124 inches (610 mm) on center. A thermal barrier, as rel uired by the applicable code, is not 2of3 required on the interior side of the roof panels. The distance from the panel seam of the roof panels to the interior face of the wall parallel to the seam must be a minimum of 31.5 inches (800 mm). 4.4 Fire Classification: The roof panels have a Class B roof classification when tested in accordance with ASTM E 108 (IRC), UL 790 or UBC Standard 15-2 (UBC). The maximum installed roof slope for the Class B roof classification is 3:12 25 percent). 5.0 CONDITIONS OF USE The Elite Composite Structural Panels described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The panels must be installed in accordance with the manufacturer's published installation instructions and this report. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. 5.2 The panels are limited to use in buildings where combustible construction is permitted. 5.3 Panels must be limited to use as patio covers under Appendix H of the IRC and Appendix Chapter 31, Division III, of the UBC. 5.4 Structural calculations demonstrating that applied loads are less than the allowable loads must be furnished to the code official for approval. The calculations shall be signed ° and sealed by a registered design professional where required by the statutes of jurisdiction in which i the project is to be constructed. 5.5 Use of wall and roof panels as bracing against lateral wind or earthquake forces is outside the scope of this report, and must be approved by the code official. 5.6 The wall panels must be separated from the patio cover structure interior by an approved thermal barrier, such as minimum %_inch -thick (12.7 mm) gypsum wallboard installed as described in Section 4.3 of this report. 5.7 Panels are manufactured in Coconut Creek, Florida, under a quality control program with inspections by ICC -ES. 5.8 EPS foam plastic cores are manufactured at the Ormond Beach, Florida, facility of Imperial Foam and Insulation, with inspections by ICC -ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC -ES Acceptance Criteria for Sandwich Panels (AC04), dated February 2012. 6.2 Data in accordance with the IMES Acceptance Criteria for Foam Plastic Insulation (AC12), dated June 2012. 7.0 IDENTIFICATION Each panel is labeled with the Elite Aluminum Corporation name and address, the product name, the production date, the evaluation report number (ESR -1599), the name of the inspection agency (ICC -ES), and a statement indicating For Use in One- and Two -Family Dwellings Only." ESR -159J 1' Mbst Widely Accepted and Trusted TABLE 1—SPAN LENGTHS OF ROOF AND WALL PANELS IN FLATWISE BENDING (feet -inch) 3of3 1001 - Jv". Mirfil, I psi =48 ra. Tabulated spans are based on simple span conditions and uniform load application. Consideration must be given for nonuniform loading conditions. 2Load bearing wall panels are limited to a maximum 8 foot height The values limited by stress (listed under column U120) are span lengths measured center -to -center of bearings. 4Span length values to the right of the bold vertical line are governed by deflection U180 or U240. The values governed by deflection are dearspanlengthsandarebasedontheappliedload, psf. Add approximately 2 inches to these values to obtain center -to -center bearing span lengths. The uniform applied (superimposed) loads (WE) must include dead loads (other than panel weight), live load, wind loads or combinations of theseloadsthatareperpendiculartotheplaneofthepanels. As an alternate to restraining the roof panels subjected to wind uplift loads with a 3.5 -inch wide continuous support, the panels may be installedwithfastenersspacedinaccordancewithTable2ofthisreport. The fastener must be '/4 -inch diameter with a 1.5 -inch diameter washer. The fastener spacing in Table 2 must be selected based on the allowable span determined In Table 1 For example, the fastener spacing for a panelhavinga10footspanat40psfuniformload, will be 6 inches TABLE 2—FASTENER SPACING Screw Spacing (inches) SPAN LENGTH L (feet -inch)''' PANEL PANEL BASE METAL 4 = U720' A = U780 4 A = U240 4 UNIFORM ALLOWABLE LOAD, UNIFORM ALLOWABLE LOAD, UNIFORM ALLOWABLE LOAD, THICKNESS WEIGHT THICKNESS inches) Wo psf)l f (inch) WLS WE' WEs 6 11 II psf) psf) psf) 10' 20 30 40 10 20 30 40 10 20 30 40 4 17 I 3 1.2 0.024 18-0 12-9 10-9 9-3 14-9 11-4 9-7 8-0 13-3 10-0 8-6 7-8 3 23 0.032 3 14-5 12-4 10-7 16-0 12-4 10-4 9-2 14-6 10-11 9-7 8-0 31/2 1.3 tI 0.024= 11-6 10-0 12-6 10-8 9-6 11-7 9-6 8-7 0.032 13-4 11-6 13-9 12-5 10-8 12-4 10-3 9-0 4 1.4 0.024 21-4 15-1 12-4 10-8 17-10 13-10 11-9 10-0 16-0 10-4 9-6 0.032 22-0 17-4 14-3 12-3 19-6 15-012-10 11-0 17-4 11-3 9-1161.7 0.024 24-0 18-6 14-2 13-1 23-015-11 14-1 21-6 A16-9 14-2 12-60.032 25-0 21-4 17-6 15-1 24-017-0 15-1 22-6 15 8 1311 For SI• 1 inrh - 99 w ... a.I 1001 - Jv". Mirfil, I psi =48 ra. Tabulated spans are based on simple span conditions and uniform load application. Consideration must be given for nonuniform loading conditions. 2Load bearing wall panels are limited to a maximum 8 foot height The values limited by stress (listed under column U120) are span lengths measured center -to -center of bearings. 4Span length values to the right of the bold vertical line are governed by deflection U180 or U240. The values governed by deflection are dearspanlengthsandarebasedontheappliedload, psf. Add approximately 2 inches to these values to obtain center -to -center bearing span lengths. The uniform applied (superimposed) loads (WE) must include dead loads (other than panel weight), live load, wind loads or combinations of theseloadsthatareperpendiculartotheplaneofthepanels. As an alternate to restraining the roof panels subjected to wind uplift loads with a 3.5 -inch wide continuous support, the panels may be installedwithfastenersspacedinaccordancewithTable2ofthisreport. The fastener must be '/4 -inch diameter with a 1.5 -inch diameter washer. The fastener spacing in Table 2 must be selected based on the allowable span determined In Table 1 For example, the fastener spacing for a panelhavinga10footspanat40psfuniformload, will be 6 inches TABLE 2—FASTENER SPACING For SI: 1 inch= 25 4 mm, 1 foot= 305 mm; 1 psf-- 48 Pa. FULL FQ\A? ALLJI-;1'."J" FArING 41-v Screw Spacing (inches) S(pt)an ft Applied Allowable Uplift Load (psf) 10 201 30 40 5 12 121 10 8 6 12 121 10 7 7 12 121 9 7 8 12 121 9 6 9 12 121 8 6 10 12 121 8 6 11 12 111 7 5 12 12 111 7 5 13 12 101 7 5 14 12 101 6 5 15 12 911 6 4 16 12 91 6 4 17 12 9 1 5 4 18 12 81 5 4 19 12 81 5 4 20 12 81 5 3 21 12 71 5 3 22 12 7i 4 3 23 12 71 4 3 24 12 61 4 3 25 12 61 1 4 3 For SI: 1 inch= 25 4 mm, 1 foot= 305 mm; 1 psf-- 48 Pa. FULL FQ\A? ALLJI-;1'."J" FArING 41-v 1 TOT LC CIS, Fogy•, .-_\ Cv'<' C•7 332- b -LE !•EItE TH Ct 4ESb 1?^LL For^,1D) AI uuP ,w FACIIIG L 48• Tri rL'.'!r'FS LE:;CTH 1. 7.`•" ':J'T11.± 9',- TFIICF,'!ES1,1 0512h" FIGURE 1 P CTI'Y OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: hereby acknowledge that I personally inspected roof deck nailing and/or F,*d b-econdary water barrier work G 1 o+vT/ f'' C/4? 67 Yd CA at17 1/y E 61" -f vi2 -rf'1 Q X17 Job Site Address) and have determined that the work was done according to the Hurricane; Mitigation Retrofit Manual. (based on 553.844 F.S.) I certify that my statements herein are true and accurate to the best ,of my belief and that I fully understand that making any false statements in writing with the intent to mislead a public servant in the pe rf ance f his or heriofficial duty shall constitute a misdemeanor. of the second degree pursuant to ction .06 F.S. i /f ture of C rac Date Printed Name of Contractd License # License Type:eneral Building Residential Ming Contractor _ or any individual certified in accordance with F. S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF 0 1Z-"&Fj5 S tofor a-ffipned) and subscribed before me t ay to' 20 16 , by t: ,who is ersonally or ias Produced (type of Signature of N6fary Public.•pWiMf o:;9f' State of Fl y n_Y26' tk" Print/Type/Stamp ame 590 of Nota PublicI'Y F, mw• w ",.• Off': I,l1 imp Revised: February 2015