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HomeMy WebLinkAbout414 S Palmetto Ave (2)necov . MAR31 2W CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ! 9 Documented Construction Val Job Address: T/ 1 5gn>Gr' FG- 3a N V h / Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Lp . Plan Review Contact Person: _7_0 y) J n / r -yl . Title: S Phone:- LODFax:Email:hily© Property Owner Information h Name O r Phone: Street: Resident of property? P City, State Zip: 1 ^ - -=__".Contractor Information Namea'Sl>'%'10 17S f/'ClG my G Phone: Street: /46/OS 3 4G D,' Lj Fax: City, State Zip: (—UX a GI q ACA e eo 33V-_%tate License No.:aQQ 3 Architect/Engineer Information Name: Phone: I A4 Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: A1111 - Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OFCOMMENCEMENT. 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. I ; !(t, r Vit, 1 I 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will lie 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 f+gtiredloff the -executed contract exceed the actual\coristruction 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 construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date t. _ Y Owner/Agent is ..Personally Known to Me or Produced ID - ' Type of ID - y M o 16 4; + N Sig tur of Contractor/AgenntDa atte C IN -111,A Print Contrac gent's Name / Signature of Notary -State of Florida Date tt 1< R:'; ' DEBBIE BIAN ON MY COMMISSION M FF 178648 EXPIRES: February 25, 2019 Bonded Thru Notan. Public Underwriters Contractor/Agent is Personally Known to Me or r"Oducea'ID - `Type bf ID k BELOW IS FOR OFFICE USE ONLY Permits Required: Building Q , Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric) # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: COMMENTS: of Heads UTILITIES: GasQ',,Roof Flood Zone: of Stories: Plumbing - #'of Fixtures Fire Alarm Permit: Yes No WASTE WATER: ENGINEERING: FIRE: BUILDING: -5e-4.6 -1-6 Permit Application Revised: June 30, 2015 f j C r 3-6zo 1/ P.o. 4389 Masimo Construction, Inc. , Masimo Construction, Inc. Ro 'Ing ontract/P posal Address: 1049 Blackwood StreetL- e y insurance Co. Altamonte Springs; FL 32701 Adjuster:- Phone: . (407) 922.0500 J L llvlaim #: State -Certified RoofJng'Contiactor - CCC1328033 rPhone: ` State -Certified General Contractor- CGC1509548 Brad Pollack, Contractor: Customer Name: Address- _ / ,' . t`7-, x- Home Phone: °fit-, x (j t II: SPECIFICATIONS XRemovo roof to existing deck layers. Each additional layer S /Sq: (100 Sq. Ft.) CRs nail existing dock to moot uplift codes. t nstall metal drip edge aroundp'" P 8 porlmeterotroof. Install lead boots to pipes 1%h" z"` 3" D Ipstall Gooseneck vents 4" 10" p Hurricane Mitigation Retrofit WApPly AST 3 # Felt Paper to plywood dock. r ApPl9 `' Sq: FL "of METAwSrI-11 S/tt FJSHAKES/FLAT EI Style of roofto be Installed: - Color: Color: Pitch: r— F, EI'Manufacturer of roofing system: - -' D Install ridge vent along peak of roof: AddPl. jate: e, eA ! I ; v • _• a E y City/State/ZIP: ? Work Phone: OTHER PROPERTY CONDI ice/WaterQ Shield Yes Existing•WalerDamage Yes E3 Existing Driveway Damage Yes Skylights: Looks: Q Interior Damage: Q Emergency Repair Tapered insulation WORK INCLUDES: 46y' Remove trash from roof, gutters and yard. Protect landscaping whoro applicable. Rull yard with magnetic roller. Furnish permit 2 year warranty No No No Yes No Yes No Additional charges of;70 per sheet If decking replacement Is needed which is only visible upon tear -off existing roofing materials WE PROPOSE To furnish material and labor complete in accordance withgpecificg ons above for the sum of $ SPECIAL INSTRUCTIONS r / ) PAYMENT SCHEDULE 50% DOWN PAYMENTPRIOR TO ORDERING MATERIALS PAYMENT IN TULL UPON COMPLETION EARNEST DEPOSIT.- - $500.00 $ D S DOWN PAYMENTS ITNAL PAYMENTS - Y TOTAL ei um r ACCEPTANCE OF AGREEMENT This agreemenris subject to insurance company approval and does not obligate the homeowner or Masimo onstruction, Inc. in any way unlessitishpprovedbytheinsurancecompanyandacceptedbyMasimoConstruction, Inc. By signing this agreement you authorize us to negotiate the repairs at a price agreeable to the insurance company. and Masimo Construction, Inc. at NO ADDITIONAL COST TOY OU EXCEPT FOR THE INSURANCE DEDUCTIBLE AND As PROVIDED ELSEWHERE IN THIS AGREEMENT. The final price agreed on between the Insurance companyandMasimoConstruction, Inc. shall become the final contract price and Masimo Construction, Inc. will receive all Insurance proceeds for thoworkcompletedbyMasimoConstruction, Inc. THREE'DAY'RIGHT OF RESCISSION THIS WRI TEN AGREEMENT HEREBY SERVES AS NOTICE THAT I MAY CANCEL THISAGREEMENTAKIYTIMEPRiTOONIGHTOFTHETHIRDBUSINESSDAYAFTERTHE DATE S AGREEMENT. i Owner Signatur 200.__ Sales Rep. Accepted by Masi o C nstructi . IneJReoresentativa Y r- -- -'"` Insurance Carrier V - Claim No. Events beyond the control of Masimo Construction, Inc. may cause delays to the projected start date or estimated time of completion. Such delaysdonotconstituteabandonmentandarenotincludedin -calculating time frames for payment or performance. THE TERMS AND CONDITIONS ONTHEREVERSESIDEOFTHiSPAGEAREAPARTOFTHISAGREEMENT. WHITE - HOMEOWNERS COPY YELLOW - SALESMANS COPY PINK -OFFICE COPY Lir,, 7r. tti-\ SEA41NOLE COUNTY MULTI%URISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: _ 10 an agent of: ma S'l 1M o C on S Name of Company) G to be my lawful attorney-in-fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or j0-- The specific permit and application for work located at: Fz- 3>> Street Address) Expiration Date for This LimiteQG? d Power of Attorney: License Holder Name:Uf_ g 1P0 (q C' State License Number: CSG / 3 Signature of License Holder: G STATE OF FLORIDA COUNTY OF SP/y! ;1,, The foregoing instrument was acknowledged before me this 2,LO day of 9—arG /l 201 , by who is 4ersonally known to me or who has produced as identification and who did (did not) take an oath. Signature of Notary DONNA L BANNt M Notary Pubtle - Sim of Florida nC&MIs loa=0,FF951485 My Comm. Expina Jan 19, 2020 9ondtd through NMional Notary Assn fl &'t I) 40#e - Print or type Notary name Notary Public - State of Commission No. My Commission Expires: THIS INSTRUME T PREPARED BY: Name: "d 11 Address: a t NOTICE OF COMMENCEMENT Permit Number: f,% - 17 -- 90 — JXI- _U6,na--to60 Parcel ID Number: I!!11! !!I!! IIIII f iifl iflfl (IIII IIII IIII MARYANNE MORSE, SENINOLE COUNTY CLERK OF CIRCUIT COURT & C:ONPTROLLERBK8659Pq1057Wss ) CLERK'S r 2016033207 RECORDED 03/30/7016 I'1l RECORDING FETES $10.0i) RECORDED BY hdE•,').wca The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thefollowinginformationisprovidedinthisNoticeofCommencement. 1. DESCRIPTIQN OF PROPE of the property and street address if ava 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATIONORLESSEE INFORMATIOjJ1F THE LESSEE CO RACTED FOR THE IMPROVEMENT: Name and address . / /fl.v L f'1 A ;;" -4Name in property_Y-O* s l—/lJq 01 11 Fee Simple Title Holder (if other than owner listed above) Name' Address 4. CONTRACTOR: Name 71/ J rAddress Lo x 5. SURETY (If applicable, a copy of the payment bond is attached): Name 6. LENDER: Name Address Phone Number Phone Number. Amount of Bond 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section713.13(1)(a)7., Florida Statutes. , , Name %y Phone Number Address 1 8. In addition. Owner designates to receive a copy of the Lienor's Notice as provided in of 713.13(1)(b), Florida Statutes Phone number 9. Expiration Date of Notice of Commencement (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 ARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR, PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THEJOBSITEBEFORETHEFIRSTINSPECTIONIFYOUINTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT Under pen Ities of perjury, I declare that hay read the foregoing and that the facts stated in it are true to the best of my knowledge andbelief. o SeSigtoofOwneressee(q wn or Lessee's ( Punt me and Provide Signatory's Title/Office) Authonzed Officer/DvectorrPartner/Manager) 1 State of Flo i'% J Q Countyof The fore oing instrument was acknowledged befor me this day of G fij 20 by , Who is personall kn w teofpersonmakmgstatement / y own o me 'J OR swhohasproducedidentification'ype of identification produced: Z2/— a DONNA L BARNETTE a Noluy POW - Still of Florldst Committiion I FF 951415 My Comm. Expins Jan 19, 2020 b Bm*d tbrw* W"al Wxy Assn. c=' C v WP?ry4 yifRR1FlEDCP,-LARYANNEMORSE ?J. LERK OF T iE CIRC IT hT AND OMPTRO LER SEMINOLE RI By DEPIl1 Y CLERK 2016 Application #: 16-993 Address: 414 S Palmetto Ave RECORD COPY City of Sanford Building and Fire Prevention PERMIT CONDITIONS Description of Work: Re -Roof — Shingle to Metal These comments are provided for the permit listed above only. must re available to the inspector at the time of inspection All conditions must be met and strictly adhered to. Scope of Work: Re -roof entire house, Shingle to Metal Conditions 1. Permit is for re -roof only — no other exterior work is permitted. REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER 14 DATE be made 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 Building does not approve any additional work not defined in the Certificate ofAppropriateness. w\LD1 0 SANFORD 16-993 Ifyou experience any difficulty, please call 40 7.688.5150for assistance. 0 I Application For a Certificate of Appropriateness x187" V, City of Sanford Historic Preservation Board P.O. Box 1788 Sanford, Florida 32772-1788 Phone: 407.688.5145 Fax: 407.6685141 EmaH: www.sanforcM.gov Answer all the questions on this form and submit all required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.6145 to ensureYourapplicationiscomplete. A building permit may be required for thi; activity detailed below. Please contact the. BuildingDepartmentat407.688.6160 for more Information. Failure to obtain a building permit may result In fines and/or double permitfees. I. General Information / Downtown Commercial Historic District Residential Historic District Is this a retroactive request? es NoIsthisapplicationfiledinesponsetoaNot' a of Viol tion from the Code Enforcement Department? Yes' Property Address: ` S'pu/ us Property OwpWnformate 1 Print Name: /,. Mailing Address: Phone: Signature: Email Print Name: Mailing Address: _ Phone: Signature: I certify that all information Applicant/Owner Sigpature: Would you like to receive Fax' Email: is true and accurate to the best of my knowledge. regarding Historic Preservation and Community Planning within your community? 2. Application Category (check all that apply) Proposed improvements will affect the following elevations: V North V South ff East WestSiteImprovements/Driveway/Walkway Storage Shed Replacement Siding/Floor/PorchReplacementWindowsorDoors UnderskirtinNewConstruction/Additions g Signs/Awnings XRoofs/Gutters/Downspouts Paint Fences/Gates/Pergolas AC/Mechanical Other 3. Description of proposed work. Completely describe the entire scope of work, including changes in material and color, and methods that will be used toaccomplishtheproposedwork. For la ge projects an itemized list is required. Use the reverse side if necessary. d Vg"Ys u A LF11LIM tine wnen work Is In progress. A t-.ey l O , a,Gtq Zo (,o " Florida Building Code Online Y ,i..:v: •:, ,. :t; •' tfi;i t• ]: . 1 2001 rdt+''t rf•x•: r, Si T 1992 UL 1897 1998 UL 1897 r FIoMa Ckpanmentd SCIS Home i Log In : User Registration Hot Topics Busines)) 2006 Professi Yal gi a USER:PunlApproval Regulation Page 1 of 4 Submit Surcharge i Stats h Facts j Publications i FSC Staff SCIS Site Map ; Links Search Product Aop royal Menu > product or Application Search > A9211011211.1& > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By A F0271-R3 Revision 2014 Approved UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 910)483-0479 Ext 256 jstleby@unioncorrugating.com John Stieby Jstieby@unioncorrugating.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer P;, Evaluation Report - Hardcopy Received Bala Sockalingam PE -62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received ASTM E1592 2001 FM 4470 1992 UL 1897 1998 UL 1897 2004 UL 580 1994 UL 580 2006 Florida Licensed Professional Engineer or Architect EL7271 R3 Ea Liv T stEa ivalent 7271 UL,ndf FL7271 R3 ED T s FmAyalent 01999 to df 1,44.,x•//tantrta, flntirlahttilrlina nra/nr/nr nnn ritl acny9ngram=wCTF.VX0WtD0vtEeYw06E10... 3/31/2016 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Products Method 1 Option D 03/23/2015 04/08/2015 04/13/2015 06/23/2015 Page 2 of 4 FL # Model, Number or Name Description 7271.12-1/2" Corrugated Panel Min 26 ga., 24" wide through fastened panel with coverage width of 21-1/4" Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: N/A FL7271 R3 II FyaluatlonReportC1999 n df Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/ -129.25 Created by Independent Third Party: Yes Other: Uplift load of 129.25 psf @ fastener spacing of 24" Evaluation Reports FL7271 R3 AE Fvalo.c. over 19/32" thick plywood ationR Do 1229 9 pdf Created by Independent Third Party: Yes ea_: _•'-.,• Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use Approved for use in HVHZ: No Installation Instructions FL7271 Approved for use outside HVHZ: Yes Impact Resistant: N/A R3 II FyQ1Uati0nReP0rtC1999 IO;odf Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/ -66.3 Created by Independent Third Party: Yes Other: Uplift load of 66.3 psf @ fastener spacing of 12" o.c. Evaluation Reports FL7271 R3 AE Fvah a IDnReportC1999 10 odf Created by Independent Third Party: Yes 7271.3 F Min 29 ga., 24" wide through fastened panel over 15/32" thick plywood or 7/16" thick OSB Limits of Use Approved for use in HVHZ: No Installation InstructionsF771 Approved for use outside HVHZ: Yes Impact Resistant: N/A R3 II FyoluaLlongeportc1222 li,pdf Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/ -52.5 Created by Independent Third Party: Yes Other: Uplift load of 52.5 psf @ fastener spacing of 12" o.c. Evaluation Reports FL7271 R3 AE val ationR Dort1229 1 i Ddf Created by Independent Third Party: Yes 7271.4 5V Min 26 ga., 24" wide through fastened panel over 19/32" thick plywood Limits of Use Approved for use in HVHZ: No Installation Instructions F 7 71 R3 IT Approved for use outside HVHZ: Yes Impact Resistant: No EYa1us&onReI2ortC1999 12.pdf Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/ -120.9 Created by Independent Third Party: Yes Other: Uplift load of 120.9 psf @ fastener spacing of 24" Evaluation Reports FL7271 R3 o.c. for Fastener Pattern I. Uplift load of 85.8 psf @ fastener spacing of 24" o.c. and 113.1 psf @ fastener AE Eva l uarionR Dort1999 12.pdf Created by Independent Third Party: Yes spacing of 12" o.c. for Fastener Pattern 2. 7271.5 5V Min 26 ga., 24" wide through fastened panel over 15/32" or 19/32" thick plywood Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: N/A ELZ271 R3 II EvillUationRenortC1999 13.pdf Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/ -150 Created by Independent Third Party: Yes Other: Uplift load of 150 psf In 19/32" thick plywood for Evaluation Reports X7271 R3 AE FygilgationgeportcIgggFastenerPattern2 i Ddf Created by Independent Third Party: Yes 7271.6 Advantage -Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick OSB & 15/32" & thick plywood Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: N/A FL7271 R3 II EyAjUsjtIonRenortCI299 14 Ddf Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/ -112.5 Created by Independent Third Party: Yes Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 6" o.c. httns://www.floridabuildinL.orL/nr/nr ann dtl.asnx?naram=wGEVXOwtDgvtEeYw06E10... 3/31/2016 Florida Building Code Online j —lifl- I—A nF ! ! n C ....F r. e Page 3 of 4 1 F. L Baa 11cl bpaurly Or t) O.C. with structural sealant. 1•L/L/1 R3 AE Evaluation R Dort1999 14 pdf Created by Independent Third Party: Yes Limits of Use Installation Instructions Approved for use in HVHZ: No 7271.7 Advantage -Lok II Min 26 ga., 16" wide concealed fastened panel over 15/32" Impact Resistant: N/A Created by Independent Third Party: Yes 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 fI Eval IationRannrtC goo 1 c odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240ImpactResistant: No Design Pressure: +N/A/ -107.9 Created by Independent Third Party: Yes Other: Uplift load of 59.4 psf @ fastener spacing of 6" o.c. Evaluation Reports FL7271 R3 AE EvaluationR o0 1 i S ndf In 15/32" plywood. Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party: Yesof6" o.c. with structural sealant In 15/32" plywood. Uplift load of 107.9 psf @ fastener spacing of 4" o.c. with structural sealant in 19/32" plywood. 7271.8 MasterRlb Min 26 ga., 36" wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 93 II Eva luationR port1999 16 naf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam 62240ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: +N/A/ -114.3 Evaluation Reports Other: Uplift load of 61.8 psf @ fastener spacing of 30" o.c. FL7271 R3 AE Eval IationReportC 999 16,12d and 114.3 psf @ fastener spacing of 24" o.c. Created by Independent Third Party: Yes 7271.9 MasterRlb Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II EyaluationgeportC1999 17 pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: +N/A/ -113.1 Evaluation Reports Other: Uplift load of 45.0 psf @ fastener spacing of 24" o.c. FL7271 R3 AE EvaluatlonR port1 99 17 pdf 113.1 psf @ fastener spacing of 12" o.c. Created by Independent Third Party: Yes 7271.10I MasterRlb Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II FvallIataonR nortC1999 18 pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: +N/A/ -52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12" o.c. FL7271 R3 AE Eva luationR po 9 18 pdf Created by Independent Third Party: Yes 7271. 11I MasterRlb Min 29 ga., 36" wide through fastened panel over nom. 1" x 4" furring and 15/32' thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II EValuatIonR portCjggg Ig pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: +N/A/ -114 Evaluation Reports Other: Uplift load of 71 psf for Fastener Pattern 1 & 114 psf FL7271 R3 AE EvalliationgeportClggg 19,pdfforFastenerPattern2CreatedbyIndependentThirdParty: Yes 7271.12I ML200 Min 24 ga., max 16" wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II EvaluationR portCl999 20 pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: YesDesignPressure: +N/A/ -116.0 Evaluation Reports Other: Uplift load of 71.0 psf @ clip spacing of 36" o.c. and FL7271 R3 AE Eval IatinnReoortC gq 70 pdf 116.0 psf @ clip spacing of 12" o.c. Created by Independent Third Party: Yes 7271.13 PBR Min 26 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 Il FyaluationReportC1999 21 Approved for use outside HVHZ: Yes pd Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: YesDesignPressure: +N/A/ -52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12" o.c. FL7271 R3 AE EvaluationR portC1999 21 pdf Created by Independent Third Party: Yes 7271.14 SL175 Min 24 ga., max 16" wide snap -lock standing seam metal panel over metal deck. httus://www.floridabuildina.oriz/nr/nr ann dtl.asnx?naram=wGEVXOwtDavtEeYw06E10... 3/31/2016 Florida Building Code Online Page 4 of 4 Limits of Use Installation InstructionsApprovedforuseinHVHZ: No Install R3 IT InsFyWtructionsons Do igg 2 odfApprovedforuseoutsideHVHZ: Yes Verified By: Bala Sockalingam PE 62240ImpactResistant: N/A Created by Independent Third Party: YesDesignPressure: +N/A/ -86.0 Evaluation Reports Other: Uplift load of 63.5 psf @ clip spacing of 36" D.C. and FL7271 R3 AE val uatlonRannrtri000 22 df86.0 psf @ clip spacing of 12" D.C. Created by Indpnpnrfpnt Thlrrl D.rf,,• V— Kick] PER Contact Ua :: 1940 North Monroe Street, Tallahassee ei 32399 Phone: 850.487-18 4 The State of Florida Is an AA/EEO employer. Coovdoht 2007.201'+ StdlLQLE1Qd& :: Pdvacv Statement :: ACcesslblilty Statement :: gerund Statement Under Florida 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 sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487. uest, *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with 9 . mall address Iftheyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish s supply a personal address, please provide the Department with an email address which can be made available to the public. To determine d you are a licenseetis underChapter455, F.S., please click heto re . Product Approval Accepts: rZMC4 Credit 'aM https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvtEeYw06EIO... 3/31/2016 EVALUATION REPORT OF UNION CORRUGATING COMPANY 26 GA. 5V PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 7271.2-R3 ROOFING METAL ROOFING Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (2 Pages including cover) Installation Details (1 Page) Report No. C1999-10 Date: 3.20.15 r. Manufacturer: Product Name: Union Corrugating Company 5V Panel FL 7271.2-R3 C 1999-10 3.20.15 Page 2 of 2 Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick APA rated plywood or min. '/" thick wood plank min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2014. Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1 Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 66.3 psf @ fastener spacing of 12" o.c. Factor of Safety = 2) Panel Attachment: #9-15 or 410-14 x long wood screw with washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ max 6" o.c. across panel width At intermediate @ max 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-94 `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580/UL1897 Test Report Farabaugh Engineering and Testing Inc Project No. T187-06, Reporting Date 7/25/06 PANEL FASTENER 9-15 OR WOOD SCRE WITH WASHE PANEL FASTENER 9-15 OR U. WOOD SCRE WITH WASHE G MIN 15/32" THICK) FASTENER PATTERN @ EAVE, RIDGE & VALLEY MIN 15/32" THICK) FASTENER PATTERN @ INTERMEDIATE LOCATIONS ALLOWABLE UPLIFT PRESSURE 12' 24' 5V Panel Profile Min 26 Gauge, Minimum Yield = 80 KSI FASTENER PRESSURE SPACING PSF) IN) 12 66.3 i 1/2' J OF / Sheet No. t. CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: 99_3 I, L 1400 A/ hereby acknowledge that I personally inspected Roof deck nailing and/ water barrier work at "( % D o/ /r 1 e & /)''— T L'%?l and have determined that the work Job Site Address; `- 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 performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to Section 837.06 F.S. Signature of Contractor Date a e 'GG //3 80 P ted Name of Contractor License # License Type: General Building ResidentiaL)R Roofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF 15M! 201e Swo to fri med)and subscribed before me this1 ? day of 1_ 20 , by who isgYPersonally Known to a or has P (type of id ficatio -- as identification. SEAL) ignature of Notary Public Stat"f Florida Print/Type/ tamp NameDOM l BAr1NETTENotaryPublk • SUu 01 F loroofNotaryPublicFF951485commissim My Comm. ExpIns Jan 19.2020NallooalNotmyAssn 3