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HomeMy WebLinkAbout110 W 19 StCITY OF SANFORD RECY BUILDING & FIRE PREVENTION PERMIT APPLICATION BY! Application No: I to Documented Construction Value: $ Z_6 /11 20 Job Address: 9 S ,S1W AXd 9 Z-7`7 / Historic District: Yes No 0 Parcel ID: 3 -% 9 -.0 -566 -0000 - ()6y0 Residentiao Commercial Type of Work: New Addition AlterationE Repair DemoEl Change of Use Move Description of Work: ,,2 2 64 179C 'f-tl O U e-f- .Sk n a I2 S Plan Review Contact Person: /61? Title: Phone. 07 t{6/' 413 c13 Fag: Email: Property Owner Information Name , 6104-e- Fra(.,91i6 , Phone: -0-2- ZS(v - 41g3 z, Street: Z//) /o . / 9 .S' Resident of property? : 25 City, State Zip: 5,4217 F/ 3 2- 1 % % Contractor Information Name : 22- l&lly Ind Floa-1dam 9kk/_)GIZSPhone: Y62-2 3. 3Z Street: %. - // Y o CrFax: City, State Zip: L-017SWOQC_/ iC-(- 3 z *7 3-0 State License No.: C'CC / 3340 3 38 Architect/Engineer Information Name: Phone: Street:_______ _ Fag: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: 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. I ' a g O 5 t) 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 construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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: 5" 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. 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 construction and z9 ng. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Z—/%Z0A(,o Simon tufeCgitrtjfor/Agerlt-- / Date f 86//14— Print Contractor/Agent's Name Signature ofVotary-State of Flori Date i prP!%e;KIM HOGAN i MY COMMISSION #FF112312 E PjF,1ES Apr 13, 2018 Contract /. s rv>fcIn Me or Produced ' 13-0t o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps• Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING:, Revised: June 30, 2015 Permit Application In- SCPA Parcel View: 36-19-30-506-0000-0840 pPv T Property Record Card CrR 6 -ii Parcel: 36-19-30-506-0000-0840 4PpRgj j Owner: FREDETTE NICOLE R S6tduMOL6Property Address: 110 W 19TH ST SANFORD, FL 32771 Parcel: 36-19-30-506-0000-0840 Property Address: 110 W 19TH ST Owner. FREDETTE NICOLE R Mailing: 110 W 19TH ST SANFORD, FL 32771-3823 Subdivislon Name: SANFORD HEIGHTS Tax Dlstrict» Sl-SANFORD Exemptions: 00-HOMESTEAD (2002) DOR Use Code: 01-SINGLE FAMILY r Legal Description LOT 84 SANFORD HEIGHTS PB2PG63 Taxes Value Summary 2016 Working 2015 Certified Values Vanes Valuation Method Cost/Market- VMarket Number of Buildings 1 1 Depredated ft Value 1 $51,312 f $49,984 Depredated EXFT Value $1,366 1,386 Land Value (Market) i $12,972 - 1 $12,972 - Land Value Ag Just/ Market Value 65, 650 64,342 Portability Adj Save Our Homes Adj 4,054 $3,174 Amendment 1 Adj Assessed Value 61,596 61,168 Tax Amount v flxx t SOH: $621.37 2015 Tax Bill Amount $5%.45 Tax Estimator Save Our Homes Savings: $24.92 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 61,596 36,596 25,000 Schools 61,596 25,000 36,596 251000 CitySanford61,596~ 36,596 SJWM( Saint Johns Water Management) 61,596 36,596 25,000 County Bonds 61,596 36,596 251000 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 9/1/2001 104204 - 0001 I $90,000 Yes Improved WARRANTY DEED 8/1/1995 02956 0635 r $72,500 Yes Improved WARRANTY DEED 6/1/1993 02612 0294 0067 67, 900 Yes Improved WARRANTY DEED 9/1/1985 i 01674 59,500 Yes Improved WARRANTY DEED -- - - 11/1/1984 01593 1459 - 27,000 Yes - Improved - WARRANTY DEED 6/1/1982 r 01400 1509 8,900 No ! Improved - ind Comparable Sales within this Subdivision r ' Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 60 127 0 $230.00 $12,972 Building Information Description Year Wilt Actuai/ Effective Fixtures Base Area Total SF Living SF Ext Wall Adj Value Repi Value Appendages 1 SINGLE 1926/1970 3 1,164 1,276 1,164 SIDING $51,312 ` $69,340 DescrWon FAMILYGRADE3FArea 112 http:// www.sepafl.org/PareelDetailInfo.aspx?PID=36193050600000840 Page 1 of 2 2/ 8/2016 I I II IIIdill Illif lilii If11f Lill! 1111 IIII THIS INSTRUMENT PREPARED BY: Nam; GII f"/O/'' .d ' S MARYANNE MORSEr SEMINOLE COUNTY Ate , CLERK OF CIRCUIT COURT & C:ONPTROLLER I 1 OK 8634 P9 169 (1Pss) CLERK'S T 2016016829 RECORDED 02/16/2016 02:32:20 PM NOTICE OF COMMENCEMENT RECORDEDGeYEES hdavorPlj0Ll Permit Number. I -P— —1 Parcel ID Number. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCfUPTIQN QI: PROPERTY: (Legal f(escriptiop of 2. GENERAL DESCRIPTION OF IMPROVEMENT;, 3. OWNER 11 Name and IF TAE LESSEE CONTRACTED FOR THE Interest in property: __-,"" A-) flu? C Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name.01A VjjhoneNumber. Address: 5. SURETY pf applicable, a copy of the payment bond is 6. LENDER: Address: Phone Number. Amount of Bond: d _ 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents maybe served as provided by Section 713. 13(1lxa)7., Florida Statutes. 8. in addition, Owner designates Phone Number. Of to receive a copy of the Lienor's Notice as provided in Section 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 ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. i Signet- of or essee, or Owners orLesWe's (Print Nsine Provide SSgr fsTiEelOffice) Authorized eger) stataofr= l©eA(AC, County of Qm IY1U The foregoing instrument was L wAno/ wfedged before me this day of % u- zu i sue; by ' f !' rae 7" f Who is personally !mown to me OR Name of person risking steternent who has produced identification type*of identification produced: MY GOMMISSION #FF112312 EXPIRES'April 13, 2018 407) Is Florld$ NO @@NI®®.99m FED CERTIFIED COPY— MARYANNE MORSE ( CLERK OF THE CIRCUIT COURT AND COMPTR SEMINO ECO' , FLOi IDA r till; `t IIjY DEPUTY CLERK IC-1 A9 vi"iA FEB 17 2016 BY: -SE I E COUNTY MULT/ JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I- g - 2 o 16 I hereby name and appoint: I J-,,— k oC Pt-f1 an agent of: ,AA 16 loV—L Ac- - EY-4-ef 16 fLS Name of Company) to be my lawful attomey-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): 13 All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 0 W r9 O .s1 5&2d F/. -3-Z-7-71 Street Address) Expiration Date for This Limited Power of Attorney: / - S- ZO 1-7 License Holder Nam State License Numbe Signature of License STATE OF FLORIDA COUNTY OF .S2/y7rn6 /J- The foregoing instrument was acknowledged before me this 'V day of -JAn U-aV EI , 20 I S , by who islirpersonally known to me or O who has produced and who did (did not) take an oath. Signature of Notary MATTHEW R MORGIONI My COMMISSM S FFS97624 4f., i NEXPMSPJuly 09. 2019 o ssaoes3 iF wn . as identification vQA-r-rtfZ 4 1-- -1 DIU, 0 J Print or type Notary name Notary Public - State of F:L-1 P4 Commission No. FF FOl--(, Z4 My Commission Expires: FEg 1 j#wd) hereby contract'with you, the Contractor, for the following work Y---f VAM Contract Amount $ / 3dastin ok Mid Florida Exteriors, Inc 1065 Timocuan Way #123 Longwood, FL 32750 407-944-3532 Color / Material Date c.2' /9/ .,2o To furnish all necessary materials, labor, and workmanship to install, construct and place the improvements according to thefollowingspecifications, terms and conditions on the premises below described: Owners Name 4C.G Phone `0 Job Address 9 7 --7-- j,, _ Description Of Work and Materials Remove existing roofing material Remove and replace rotten wood where deemed necessary by contractor Remove replace and discard existing skylights Remove all ridge and attic roof vents from surface and re -deck open space Cover entire roof area with vapor barrier underlayment Cover entire roof with quality Galvalume or Aluminum metal roofing Install a ridge vent and ridge cap along ridge of roof Install extended eave trim and gable trim around entire perimeter of roof L Install new boots for all penetrations through roof Obtain all necessary building permits Clean up and remove all construction debris from home Lifetime warranty on all labor Factory 40 yr warranty on paint and 25 yr on materials CONTRACTOR'S GUARANTEE: Contractor guarantees all material and workmanship and will replace faulty material or faulty workmanship Buyer d Date Agent /4O 1rbatea' 'Zd/b Co -Buyer Date YOU, (THE BUYER), MAY CANCEL THIS TRANSACTION ATANYTIME PRIORTO MIDNIGHTOFTHE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. Florida Contractors License CCC 1330338 Fl 'da 'nmlA,m Code Online RECORD COPYong Depail!M(d MS Home Log In User Registration Hot Topics ? Subn* Surcharge Stats & Facts Busines, ' Professi nal OUSEIL,Product Approval mouser Regulation Product Aooroval Menu > Products Aoolkatbn Search > AnoUotion tJst > ApptiaKion Detan hawr -a FL # FL4595-R3 Application Type Revision Code Version 2014 Application Status Approved 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 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Page 1 of 3 it Publications FBC Staff BCIS Site Map Links Search Tri County Metals 301 SE 16th Street Trenton, FL 32693 352)463-8400 Rvalidation@yahoo.com V11-4 FEB 17 2016 REVIEWED: PN R C DE COMPLIA MINER A Chris Weatherlit SANFORD BUILDING DIVISIONfivatidanon@ation(Yahoo.com A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY 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 Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 06/02/2024 Locke Bowden 3 Validation Checklist - Hardcopy Received F 4595 R3 COI Letter of Certification - Secured pdf Standard Year FM 4471 1992 UL 1897 2004 UL 580 2006 G10, 1 6- 5 4 5MethodiOptionD 04/10/2015 04/20/2015 04/22/2015 hnps://www.flori&builcling.org/pr/pi app dfl.aspx?param=wGEVXQwtDgvVo%2boyCRf .. 2/4/2016 Florida Building Code Online Date Approved 06/22/2015 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 4595.1 SV Crimp Min. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: +N/A/-101.0PSF FL4595 R3 II 26 Ga 5V Crimp Panel over Plywood - Secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Other. -78.5 psf @ 16" o.c. Fastener Spacing. -101.0 psf 0 16" o.c. Fastener Spacing. Install per manufacturers details. Evaluation Reports FL4595 R3 AE 26 Ga. 5V Crimp Panel over Plywood - Secured.odf Created by Independent Third Party: Yes Not for use in HVHZ Zones. 4595.2 SV Crimp Min. 26 Ga. 5V Crimp Roof Panel over 10 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL4595 R3 II 26 Ga. 5V Crimo Panel over 1x4 - Secured.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes Other: -78.5 psf 0 16" o.c. Fastener Spacing. -101.0 psf @ Evaluation Reports 16" o.c. Fastener Spacing. Install per manufacturers details. FL4595 R3 AE 26 Ga SV Crimp Panel over 10 - Not for use in HVHZ Zones. Secured.odf Created by Independent Third Party: Yes 4595.3 PBR Min. 26 Ga. PBR Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use In HVHZ: No FL4595 R3 II 26 Ga. PBR Panel over Plywood - Approved for use outside HVHZ: -Yes Secured.Ddf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-93.5 PSF Created by Independent Third Party: Yes Other. -63.5 psf @ 24" o.c. Fastener Spacing. -93.5 psf @ Evaluation Reports 24" o.c. Fastener Spacing. Install per manufacturers details. FL4595 R3 AE 26 Ga. PBR Panel over Plywood - Secured.odfNotforuseinHVHZZones. Created by Independent Third Party: Yes 4595.4 PBR Min. 26 Ga. PBR Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-78.5 PSF Other. -71.0 psf @ 24" o.c. Fastener Spacing. -78.5 psf @ Installation Instructions FL4595 R3 II 26 Ga PBR Panel over 1x4 - Secured odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL4595 R3 AE 26 Ga. PBR Panel over 1x4 - Secured.odf Created by Independent Third Party: Yes24" o.c. Install per manufacturers details. Not for use in HVHZ Zones. 4595.5 TCM-Lok Min. 26 Ga. TCM-Lok Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +WA/-52.5 PSF Other. -52.5 psf @ 5 1/4" o.c. Fastener Spacing. Install per FL4595 R3 II 26 as TCM-Lok Eval Reoort - Secured.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL4595 R3 AE 26 pa TCM-Lok Eval Report - Secured.Ddf Created by Independent Third Party: Yesmanufacturersdetails. Not for use in HVHZ Zones. 4S95.6 TCM-Lok Min. 24 Ga. TCM-Lok Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.0PSF Other. -116.0 psf @ 5 1/4" o.c. Install per manufacturers Installation Instructions FL4595 R3 II 24 Ga TCM-Lok Eval Reoort - Secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL4595 R3 AE 24 Ga. TCM-Lok Eval Report - Secured.pdf Created by Independent Third Party: Yesdetails. Not for use in HVHZ Zones. 4595.7 Ultra -Rib 26 Ga. Ultra -Rib Roof Panel over 15/32" Plywood Limits of use Installation Instructions Approved for use in HVHZ: No FI 4595 R3 II 26 Ga Ultra -Rib Panel over Plywood Approved for use outside HVHZ: Yes secured.Ddf Impact Resistant- N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes Other. -86.8 psf @ 24" o.c. fastener spacing. -146.0 psf ® Evaluation Reports 12" o.c. fastener spacing. Install per manufacturers FL4595 R3 AE 26 Ga Ultra Rib Panel over Plywood secured.DdfInstallationdetails. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 4595.8 Ultra -Rib 29 Ga. Ultra -Rib Roof Panel over 15/32' Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R3 II 29 Ga Ultra -Rib Panel over Plywood httDs://www.floriciabuildin..or-g/pr/pr app._dtl.aspx?pa=---wGEVXQwtDgvVo%2boyCRf... 2/4/2016 r0 Florida Building Code Online Page 3 of 3 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-146.OPSF Other: -84.3 psf @ 24"o.c.fastener spacing. -146.0 psf @ 12" o.c. fastener spacing. Install per manufacturers Installation details. Not for use in HVHZ Zones. 4595.9 1 Ultra -Rib Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-138.5PSF Other. -93.5 psf 0 24" o.c. fastener spacing. -138.5 psf @ 24" o.c. fastener spacing. Install per manufacturers details. Not for use in HVHZ Zones. secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL4595 R3 AE 29 Ga. Ultra -Rib Panel over Plywood secured.odf Created by Independent Third Party: Yes 29 Ga. Ultra Rib, 36' wide, over 1x4 Wood Purlins over 15/32" Plywood installation Instructions FL4595 R3 II 29 Ga Rib Panel over 1x4 secured.Ddf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL4595 R3 AE 29 Ga. Rib Panel over ix4 secured.Ddf Created by Independent Third Party: Yes 4595.10 Ultra -Rib 29 Ga. Ultra Rib, 36' wide, over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Approved for use in HVHZ: No installation Instructions FL4595 R3 II 29 Ga. Rib Panel over 1x4 with shingles secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL4595 R3 AE 29 Ga. Rib Panel over 10 with shingles Approved for use outside HVHZ: Yes Impact Resistant: WA Design Pressure: +N/A/-86.OPSF other: -78.5 psf 0 24" o.c. fastener spacing. -86.0 psf @ 24" o.c. fastener spacing. Install per manufactuers details. secured.Ddf Created by Independent Third Party: Yes Not for use in HVHZ Zones. 4595.11 Ultra -Rib 29 Ga. Ultra-Rlb Roof Panel over 7/16" OSB Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-123.SPSF Other: Type #1: -41.7 psf @ 24" o.c. Type #2: -123.5 psf FL4595 R3 II 29 Ga. Ultra -Rib Panel over OSB secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL4595 R3 AE 29 Ga. Ultra -Rib Panel over OSB secured.odf 1 Created by Independent Third Party: Yes @ 12" o.c. Install per manufacturers details. Not for use in HVHZ Zones. 4595.12 Ultra -Rib 29 Ga. Ultra -Rib Roof Panel over 15/32" Plywood Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant.• N/A Design Pressure: +N/A/-301.OPSF Installation Instructions FL4595 R3 ii 29 Ga. Ultra -Rib Panel over Plywood with shingles Secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Other. Type #1-63.5 psf @ 24" o.c. Type #2 - 101.0 psf Evaluation Reports @ 24" o.c. Install per manufacturers details. Not for use in FL4595 R3 AE 29 Ga. Ultra -Rib Panel over Plywood with shinoles Secured.odfHVHZZones. Created by Independent Third Party: Yes 4595.13 Ultra -Rib 29 Ga. Ultra -Rib Roof Panel over 1x4 Wood Purlins over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL4595 R3 II 29 Ga. Ultra Rib Panel over ix4 with Approved for use outside HVHZ: Yes shingles secured.odf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-131.0PSF Created by Independent Third Party: Yes Other: -52.5 psf @ 24" o.c. -131.0 psf @ 6" o.c. Install per Evaluation Reports manufacturers details. Not for use in HVHZ Zones. FL4595 R3 AE 29 Ga Ultra Rib Panel over ix4 with shingles secured.Ddf Created by Independent Third Party: Yes Back Next Contact U5 :: 1940 North Monroe Street Tallahassee FLU Phom: 850-457-1824 The state or Florida is an rovso employer. copyright 2007-2013 state of Florida.:: Privacy Staternent :: Accessibility Statement :: B Under Florida law, email addresses are public teco+ds. If you do not want your e-mall address released in response to a public -records request, do not send elecb or Ic mag to this entity. Instead, contact the office by phone or by traditional mall. If you have any questloas, please wntact 850.487.1395. -Pursuant to Section 455.275(l), RorWa Statutes, effective October 1, 2012, litensee9 kur&d under Chapter 455, F.S. mtst provide the Department with an email address 9 they have one. The emails provided may be used for official corrawniation with the licensee. However ernall addresses are public record. V you do not wish to supply a personal address, please provide the Deparbnert with an email address which an be made available to the public. To determine if you are a goensee under Chapter 455, FS., please click i1SM. AIM= Cr itWE httns://www.floridabuilding.or-/pr/pr app dtl.aspx?param=wGEVXQwtDgvVo%2boyCRf... 2/4/2016 ice--' • l L Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report TR/ COUNTY METALS 29 Ga. Ultra -Rib Roof Panel over 15132" Plywood Florida Product Approval # 4595.12 R3 Florida Building Code 2014 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61620-3.005(i)(d) NON HVHZ Product Manufacturer: Tri County Metals 301 SE le Street Trenton, Florida 32693 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator• Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 C B N S `A ,10 M. 4 ` Y d •O • STATE OF •a 0. FL# 4595.12 R3 April 9, 2015 LJ Force Engineering & Testing Inc. 19530 Ramblcwood Drive Humble,T% 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2,1504.7. Product Description: Ultra -Rib Roof Panel, Min. 29 Ga. Steel, 36" Wide, through fastened roof panel over one layer of asphalt shingles (optional) over 15/32" APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: Minimum 29 Ga. Steel conforming to Florida Building Code 2014 Section 1507.4.3. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.0165" min. Width: 36" maximum coverage Rib Height: Y.." major rib at 9" O.C. Panel Fastener. #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal Y.." minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6,1507.4.4 Substrate Description: One layer of asphalt shingles/felt paper (optional) over minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2014. Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure: 63.5 psf 101.0 psf Fastener Pattern Type: 1 2 Fastener Pattern: 9'-9'-9"-9" 6"-3'-6"-3"-6'-3"-6" FastenerSpaclng: 24' O.C. 24" O.C. Design Pressure Includes a Safety Factor = 2.0. tv%It{1111 O No. 419 a' STATE OF 1111811110 FL4 4595.12 R3 April 9, 2015 Li Force Engineering &Testing Inc. I 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: Evaluation Report Scope: Performance Standards: Reference Data: Test Standard Equivalency: Quality Assurance Entity: Minimum Slope Range: Installation: Undedayment: Roof Panel Fire Classification: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3.2,1504.7. The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. The product described herein has demonstrated compliance with: UL 580-06 - Test for Uplift Resistance of Roof Assemblies UL 1897-04 - Uplift Test for Roof Covering Systems FM 4471-92 - Foot Traffic Resistance Test. UL 580-06 / 1897-04 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No.136-0099T-14A, B FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No.136-0027T-12C Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. FBC Organization # ANE ID:1920) The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the FM 4471-92, Foot Traffic Resistance test standard The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 611520-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope shall comply with Florida Building Code 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Install per manufacturer's recommended details. Per Manufacturer's installation guidelines per Florida Building Code 2014. Fire classification is not part of this acceptance. t101 1141ij, q' b C E IV's A: • tom° STATE OF "a sa,r.arraas E`s • . .j.,. r°um FU 4595.12 R3 April 9, 2015 I!1111 limp 1 Force Engineering & Testing Inc. 19530 Ramblew•ood Drive Humble,'TX 77338 Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. t r<u ar •l i CENgF No.4lSi WMEGf •4' sum FU 4595.12 R3 April 9, 2015 9' MINIMUM 29 GA. ULTRA -RIB PANEL TYPE # 1 FASTENER PATTERN AT 24° O.C. 9' 3V PANM COVERAGE 9. 9' 9-15 x 1-1/2' WOODGRIP HWH W/ WASHER ONE LAYER OF SHINGLES OVER ONE LAYER OF 30# FELT (OPTIONAL) OVER MINIMUM 15/32' PLYWOOD MINIMUM 29 GA. ULTRA -RIB PANEL TYPE #2 FASTENER PATTERN AT 24" O.C. 3V PANa. COVERAGE 6 3' 6" 3'- - 6' - - 3' v CONfltarot6 TAPE SEAL FOR USE ON SLOPES tESS 11FR 3:12 FOR USE ON SLOPES LESS M .112 9-15 x 1-1/2' WOODGRIP HWH W/ WASHER -A a ONE: LAYER OF SHINGLES OVER ONE LAYER OF 30# FELT (OPTIONAL) Its to& OVER MINIMUM 15/32' PLYWOOD eo •,. • • ° • • °° of o'Q` •° LENS' •• No.44 3 Stem of ROM" C.O.A. m i • 96m;iOF 10 tuft LORXlo'0 414XX Ae;fONALsee• o#teo950S APR 092015 ROOFING CO%PONENT APPROVAL. Roofing nC team': Underlayment Polypropylene SCOPE: This acceptance is for REX SynFelt, REXtreme, and TECHNOply Roof Underlayment as manufactured by Alpha ProTecb Engineered Products, as described in this Notice of Acceptance, for use with approved prepared roof assemblies. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Proil Dimensions Snecifitastan Cr_ DtbQQ REX SynFelt 48" x 250' AST, D 226 Woven polypropylene coated with a layer of rolls Type 11 UV stabilized polypropylene on both sides. REXtreme 48" x 250' AST1vi D 226 Woven polypropylene coated with a layer of rolls Type 11 LTV stabilized polypropylene on both sides. TEt NOply 48" x 250' ASTM D 226 Woven polypropylene coated witha layer of rolls Type H L V stabilized polypropylene MANFiFACTi.TRING LocAmN: MD a Machine Direction CD $ Cross Direction Test data is based on an average taken over several production runs and should not be considered or interpreted as minimum or maximum values. Values are typical data and not limiting specifications. All values t 10%. RhinoRoof U20 Building Codes Meets ASTM D4869 & D226 Types J & 1t Class A Fire - ASTM E108 (as part of a system) Contributes to TEED® points Texas Department of insurance Florida Building Code Approver} * FL 15216 Warnock Hersey CAN/CSA A 12-3.3 MENU lnterwrap 1818 - 1177 West Hastings Street Vancotmr BC Canada ME 2K3 Toll Frye: 1-800-567-9727 Telephone: 1-778-945-2888 Fax 1-604-696-5518 Copyright 2014 file:///C Vset's/kims/AppDwna-LocaL-'Tempf6EMHSOQZ.ht n 4I2312015 CITY OF SANFORD BUILDING SERVICES Residential Re -Roof Hurricane Mitigation Inspection Affidavit Permit #: —S'7,- I, hereby acknowledge that I personally inspected Roof deck nailing and/orX Secondary water barrier workork at J %0 (A) • / 0 S / <5,gK1 Y7 Yj 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 perfor ance of his or her official duty shall constitute a misdemeanor of the second degree pursuant. to Section 7.064S, 1'\ L —2r21))k Date Printed Name of Contractor License # License Type: General Building Residential Zloofing Contractor or any individual certified in accordance with F.S. 468 to make such an inspection. STATE OF FLORIDA COUNTY OF S En'11 n D 1,5 Sworn to (or affirmed) and subscribed before me this 2j, day of FGf5/W/LY , 20 14, by per -%'Doll! who is 9-Personally Known to me or has Produced (type of identification) as identification. l o SEAL) Signature of NotaryPublic State of Florida xk`x KIM HOGAN Printfrype/StampIT4ame ryi MY COMMISSION #FF112312 of Notary Public tiaor flu, EXPIRES April 13, 2018 IaGr Wow FlorldallotaryService.com