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Home My WebLink About201 W 19 StAv rzCE0VE MAR 19 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: BY: Documented Construction 14 - 9)3D Value: $ Off_) , _' Job Address: Zo( w - 19 S--. 1, SanlF00 1=L 39-T-i Historic District: Yes No Parcel ID: '36- (Q—Jo -Sb(o— 0000 — I J g o Type of Work: New Addition Alteration Repair Residential Commercial Demo Change of Use Move Description of Work: —Oo F , -31kE r46LE 4- -r-?o Plan Review Contact Person: fh 0L x Title: Phone•_7S(o - Vq-14%t Fax: Email: Mk 42 o-J", rp( O o Co m Property Owner Information Name Nue'i . Lobes% -3-oArj Phone: go`fi 32 (--S 8 f Street: Resident of property? City, State Zip: 5" FO12.E) F FL 32-+-`-I Contractor Information Name eA(L0k-rIG-4T (L.00 P-(rJ 6 co nlS-r-a v c_-: Q,J Phone:1-Z1-- SH — Lf ( O Street: 1210 l 'm s-r ca-(L' IJ Fax: _`1-- -I — City, State Zip: ST: P&M*S64t.G F-L 33_-TtG State License No.: Arch itect/Enginecr Information 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: 511 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 dhs icts, 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, inaccordancewithlocalordinance. 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 zoning. 4 014 rev Print Owner/Agent's Name 3-I--t--L Signature of tt- tate C 4ilularie Donner Date NOTARY PUBLIC STATE OF FLORIDA yComm# FF903095 Expires 7/23/2019 z-Z- Si nature of Contracto Agent Date k),r- .S . T (D tr D Print Contractor/Agent's Name Signature o StOm¢ls Donner Date NOTARY PUBLIC STATE OF FLORIDA Comm# FF903095 Expires 7/23/2019 Owner/Agent is Contractor/Agent ism Personally Known torte-er— Produced ID ,C_ Type of IDS L 000 -i 'Lf I" 7 o p L, , -t - 24V r y 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 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: BUILDING:_ % - 3o• r(Q Revised: June 30, 2015 Permit Application n , City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 2y9 r J - t 04- e-ek , S A In4-, et pt_ ; 2-'7'll As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide ,Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form ' 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product, Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other 11 June 2014 1 Category / Subcategory Manufacturer Product Descriptic 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles C%"@jRl D 6 Z Underla ments POL 6(,PFSs ttisA, P L 4 Noy Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof fWL- bN6 A-ULD06 Systems Roo s uc TPo Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other 0 Florida Approval # I o2foV- June 2014 2 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers ` Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 3/21/2016 Qrarld Jtlf'rwort, Cai4 8 IM1C)1 C30lfPITY, PL.OfifLlk SCPA Parcel View: 36-19-30-506-0000-1180 Property Record Card Parcel: 36-19-30-506-0000-1180 Owner: HUEYROBERT H & JOANN M Property Address: 201 W 19TH ST SANFORD, FL 32771-3824 Parcel: 36-19-30-506-0000-1180 Property Address: 201 W 19TH ST Owner: HUEY ROBERT H & JOANN M Mailing: 201 W 19TH ST SANFORD, FL 32771-3824 Subdivision Name: SANFORD HEIGHTS Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (1994) DOR Use Code: 01-SINGLE FAMILY Legal Description LOTS 118 119 + 120 SANFORD HEIGHTS PB2PG63 Taxes Value Summary 2016 Working 2015 Certified Values Values Valuation Method Cost/Market jCost/Market Number of Buildings 1 1 — Depreciated Bldg Value 77,625 1,$72,028 Depreciated EXFT Value 1,501 $1,551 Land Value (Market) 37,667 $37,667 Land Value Ag f Just/Market Value 116,793 $111,246 Portability Adj Save Our Homes Adj 14,675 $9,838 Amendment 1 Adj Assessed Value 102,118 $101,408 Tax Amount without SOH: $1,442.66 2015 Tax Bill Amount $1,242.45 Tax Estimator Save Our Homes Savings: $200.21 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 102,118 ' 50,000 52,118 Schools 102,118 i 25,000 77,118 City Sanford 102,118 50,000 1 — 52,118 SJWM(Saint Johns Water Management) 102,118 0 52,118 County Bonds 102,118 1_ 50,000,.,,_,,,__ _- 52,118 Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED i 6/1/1993 02602 0767 69,500 Yes Improved QUIT CLAIM DEED 1/1/1991 02259 1 1288 E $100 No Improved QUIT CLAIM DEED 12/1/1987 01917 1444 100 No I Improved ^ WARRANTY DEED 2/1/1980 01267 0349 i $60,000 Yes — ImprovedY..___.— WARRANTY DEED 1/1/1976 i 01101 0568 45,500 Yes I Improved Land Method Frontage Depth Units Units Price Land Value FRONT FOOT & DEPTH 159 1 154 0 230.00 37,667 Building Information CCC1329729 CCC1327351 CRC1329809 CRC016377 PARLAMENT Roofing & Construction 1210131st Court N. 300 International Parkway, Suite 104 St. Petersburg, FL 33716 Lake Mary, FL 32746 Office: (727) 571-4110 a Fax: (727) 571-4112 Office: (407),949-9196 a Fax: (727) 571-4112 SALES CONTRACT Parlament Roo ng & Construction agrees to furnish all materials and labor necessary to do the modernization work at the following address: Name: ,iT a4a Pm"v Phone: "/0 7- 3/-S O Cell: Address: Y/ Date: 63-1 %-a016 City: Qn)l rQr . State: /-Lzip: 15a '2? Email: ' 2Z M LliffVQ 4TT /VF i County: St=AJn/dCE In accordance with the specifications given below: PITCHED ROOF 1. REMOVE OLD ROOF TO WORKABLE SURFACE. 2. RENAIL ROOF DECK WITH RING SHANK NAILS. 3. REPLACE ANY ROTTEN WOO W{{TH STANDARD SHEATHING @ $7.00 PER LINEAR FOOT OF BOARD AND $90.00 PER SHEET OF PLYWOOD, IF ANA 4. INSTALL'5 1`M Gy;yj, UNDERLAYMENT TO ENTIRE ROOF DECK SURFACE. 5. INSTALL NEW VALLEY METAL IN VALLEYS AND REPLACE FLASHING AS NECESSARY. 6. INSTALL NEW LEAD BOOTS OVER SOIL STACKS AND REPLACE ALL PURPOSE VENTS. l_ 7. INSTALL 6" FHA/ VA EAVES J)IZIVRQUND THE PERIMETER OF THE ROOF. LOR: 11 I e 8. INSTALL= 1 YEAR l e T tM COLOR: er 9. INSTALLPIECES OF E FOR ATTIC VENTILATION AT AN ADDITIONAL COST OF $`5A0 EACH. COLOR: !"-TC/ 10. INSTALL PIECES OF PVC "SQUIRREL PRO ECTOR" COVERS OVER LEAD BOOTS AT AN ADDITIONAL COST OF $50.00 EACH. COLOR 11. CLEAN-UP AND HAUL AWAY ALL RELATED DEBRIS AND LEAVE JOB SITE CLEAN. 12. CONTRACTOR WILL COORDINATE THE REMOVAL AND REINSTALLATION OF ROOF RELATED PERIPHERALS SUCH AS (BUT NOT LIMITED TO) SKYLIGHTS, SOLAR UNITS, T.V. DISHES, AND / OR AIR CONDITIONERS, ETC.SUCH COST IS ADDITIONAL TO CONTRACT PRICE. REMOVAL AND INST A^LtXL' Afp10FV N'infOR F1I L -1 A-1T- AW0'r l- YEADDITIONAL S4. 25AFOOT. ee lISSLO tW SL' O I--P OEteSSD'' OR FLAT ROOFW `F 1. REMOVE OLD ROOF TO WORKABLE SURFACE. 2. RENAIL ROOF DECK WITH RING SHANK NAILS. 3 REPLACE ANY ROTTEN WOOD WITH STANDARD SHEATHING @ $7.00 PER LINEAR FOOT OF BOARD AND $90.00 PER SHEET OF PLYWOOD, IF ANY. 4. INSTALL5LB. UNDERLAYMENT NAILED TO WOOD DECK WITH SIMPLEX NAILS. 5. INSTALL SWR / ENS UNDERLAYMENT TO ENTIRE ROOF DECK SURFACE, 6. INSTALL N BOOTS OVER SOIL STACKS AND REPLACE ALL PURPOSE VENTS. 7. INSTALL= INCH DOUBLE SIDED FOIL INSULATION. ` ', B. INSTALL 6" FHA VA EAVESDRIP-AROUND THE PERIMETER OF THE ROOF. CO OR: l V 9.INSTALL YEAR - COLOR: 30. INSTALL i'/& PIECES OF PVC 'SQITIRREL PROTECTOR" COVERS OVER LEAD BOOTS AT AN ADDITIONAL COST OF ON." EACH. COLOR: N 11. CLEAN-UP A D HAUL AWAY ALL RELATED DEBRIS AND LEAVE JOB SITE CLEAN. 12. CONTRACTOR WILL COORDINATE THE REMOVAL AND REINSTALLATION OF ROOF RELATED PERIPHERALS SUCH AS (BUT NOT LIMITED TO) SKYLIGHTS, SOLAR UNITS, T.V. DISHES, AND / OR AIR CONDITIONERS, ETC. SUCH COST IS ADDITIONAL TO CONTRACT PRICE. REMOVAL AND REINSTALLATION OF VINYL AND/OR METAL SOFFIT AND FASCIA WILL BE ADDITIONAL $4.25 A FOOT. 1. Corm l Dommmb Thu mntiad mnaaa of the dommert extra woM1Amwft has sua r abons. d my No pmmnes other ran those speofnally ad IaM In era cmbad do tgshadbamooWi7Mby &thaw Arty Tta mtn undrsmeng and aprwnaq d at pwbm W coda sad n titer cmbi d doclnmte 2 It e understood rW ageed rattles conbad &Intl nor become bmkq upon PARLAMENT ROOFING AND CONSTRUCTION Lid it Is ddy approved, acuI aired and wibe»W by an Am or of roof the Ssier. pPno a9 .n ,- wd J. Wprkm darllrad In tlr mnbW doa+mb vAY mrmrra m and ba mnglattl m apprmdoway The ntltad debe she rpgo* Nbw rod» sLVAd to adadi ft MWUas of Sher, labor mNor madW siortagm, ads of God and ptw avenb not feresean by Setlr Setler reserves the nVd to employ m rbmrbacla for to mnpMpn of the work described n the rased Uln ts 4 PARLAMENT ROOFING & CONSTRUCTION restive& era ngttto srbnbae m W ab of"m 7esr valla aW laid n o W to sd* era rsqu is spsdMd by Nw Adede and Coy Enlarunanl LaaewNM may result In admtlaal dwW S hW%t at rat* deghbm ( 16%) percent per amum wil be &wW on Y balanrn not paid as per the bmha speGlled above Raamnade sltneys Ms wit be charged to dw Puretasr it it Is nsoessary to plan res =bW n the hands of an &homey for mtlectaL and On ch ergo becomes a part of in omrad and a00pstlon of M Radaar b pry 6 parties "that ry a9whort Nag be ca wheled wDwd g to as laws of she Stab of Florida and my adlon bmugfr lh a may be brought In Ind State d Fiords Veaw a hereby speed b be n Psetlas Casey, Fbnda T.BUYERS RIGHT TO CANCEL. If ycu ronT aerd Do goods a swwos, Ya may nrmel tlw apreerhad by provssg worn roho W M sNer a penes, mat, a omfbed mat by mW44 of era tlbd rhea dry of slgnbg Tb =*ad 6 Both wrkees =Wwhon and pubic kabaay msorance w M W by the Seller rW they re sppbcabb to the yak W be pwkeed 9. II a undarood and aa agreed tat era bLW hold hsnd, PARLAMENT ROOFING & CONSTRUCTION for any owners pat nspar to oodryers &wny(s) during the ddm* dnatrlab and for era wmoval dwsstead or rho d debris no be spared topreform the lone Impmvrmdcorrect. Fararmca. he byer herein om pmressbn to 4pcW delivery venlde W ypcal wash reneval vendee to order aid ddvewayts) br era outpost at w"MV Hs see" cunraa 10 Conraclor will mcrurual. In nmovel and rmeWbbon ofrodrelated penphands wrh m (IxA not lensed to) sutrNOrrinerr ua, TV , mnA-, rid ab In addition, Ifpu0aw row IDrapists mishpskylosIt wB be at a of" cost b re Mrclusr 11 PARLAMENT ROOFING & CONSTRUCTION shag not be MM resporalble for she damage b deamW Eros, war Ines, rebgead Ines or alder m.d**W mrpaanb rot taus hem mpropedy ousted raw roar dsdsg mtl mpMaaaw.g.a wtus prbmnp vuWgbon a rest rap netted PARother ROOFING & CONSTRUCTION star not be re*onabb for my ada"I coal due W roof de*M rat mghl have all netana adha hi inardr wry rat regrbss n d.dmp of era shudurs 12 CW0d n aWusby RemwryFadpayrnmtmaybeMllabefrom It* CIRF I ym lees moray w a purled Womlad wow rooted. where era bss made from spec& violation of Florida Law by a stste-hoerwd oonnotor For stornaton able tla ramvery hsW and bang a den, oxW to FkrWs CaarucOm lndusry Lrnnmg Surd ai era tkwbg lelepllaa nunar and address. 19/ 0 NoM Mara SI Tahhawa, Fkey SS199-2216 m cM (660) N7-IM, 13 Chapter RI, RaWa SWUM contains Imponrt ragAwnwb you mot follow brae you may rbg any bps anion for a n seep d mrabbudad dsbM In your terra Skdy drys before you dMg WY 4A&ctla4 you msl darer W 6a Other parry b the roroad a wtbn re6n rat Oft b Chapter 59 and b oaeldar rrahrg an oiler b rpm or pay for the sleged oaahKi on deba Ym are rot ob leafed to aocepl my offer whdl may be trade. Tess se, said dosrpses aide Ira Flo d. Live with mat be met red fotlaaed to prcleci your nbrsas Contract Price i;?_0' p OR Permit j 250.00 Subtotal oc o - 113 Deposit j BALANCE DUE $ Plus Total from # 3, orriInc) ftf n// N 12 from above) r ilce f C S /4 Yn PnfUPONCOMPLETIONdH/A//aJ iSJ- 7U' v E uted In duplicate, onecop of which was delivered to, and receipt Is hereby acknowledged by Buyer, this % day of arch 20=. NOTICE TO OWNER a. the not sign this home ImprovementcontractIn blank. b. You are entitled to a copy of the contract at the time you sign. Keep It to protect your rights. Approved and Accepted By: ale man Purchaser St Here Officer's'Signature Purchaser S ere a illii IiiIB Iliii Iliil illii illli ii61 I ii THIS INSTRUMENT PREPARED BY: Name: Parlament Roofing & Construction Address: 12101 315t Court North St Petersburg FL 33716 NOTICE OF COMMENCEMENT I'lilkYN111E NORE,1:! SE11f.WJ11 i131JITI1' 01- CT,F:(:U.11' Cf UF'T & (.Uhlf'TI`01.1 FF t=LEf;K 21-16 52224 F'f(-0F,'D.146 FELS 11ii,00 1_1;L1.(JRD1 D V it,l11V1)r`Q Permit Number: Parcel ID Number: &(, - tq 10 `fro- oc-00 QjQ 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address ifavail i-OT3 111,8 1 V` +- ['Lo . S.AN F-" 6 H-n . P 6 Z 1 2. GENERAL DESCRIIPT,,IION OF IMPROVEMENT: TOO-^o p 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address- [A-LALC-1 f eZ2A 6LT' -lr- ,:j_oA N IJ 2-01 VJ - l q ST _ SArtPbfL-D . FjL Interest in property Fee Simple Title Holder (if other than owner listed above) Name Address. 4. CONTRACTOR: Name Parlament Roofing & Construction Phone Number, (727) 571-4110 Address 12101 3151 Court North, St Petersburg FL 33716 5. SURETY (If applicable, a copy of the payment bond is attached): Name Address: Amount of Bond. 6. LENDER: Name Address Number 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name Phone Number Address. 8. In addition, Owner designates 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 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 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. Signature of O er or es-ee, or Owner's Lessee's Authon zed Officer/Director/Partner/M(nager) State of Florida County of Seminole tZC q *1wev Print Name and Provide Signator s Title/Office) The foregoing instrument was acknowledged before me this day of 1' l '' 20 1 by ',,L ems( V 44 14tg OR Name of person makfing statement Who has produced identification ,V _ "type of identification produced: L Y I - _:W-? - D NO i -'CRY S i",AF`w^,P OR `,FAt Lynne Marie Donner NOTARY PUBLIC STATE OF FLO Comm# FF9030 ERK OF E- irnR 7123/ZW,,9PTRj COURT MAR 2 9 2016 9Y COU 1I, ccuN1l CLERK SEMINOLE COUNTY MULTI IURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: -':.5-2 g '-2' o 1 (D I hereby name and appoint: A Q -) 9X'e) ( ctyt dzo r Y\4 a j,l S an agent of: V C1 r- ( A M 2 h'+ 9 oh h ' C0&-) J+Y14 C-,6b---, of Company) 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 The specific permit and application for work located at: 2a 1 vJ q'h S 6 " t- cA I '- l_ 3 2-7-7 1 Street Address) Expiration Date for This Limited Power of Attorney: --15- 2—- ' 2' Q4% License Holder Name: "V'e C VV 62 t-, "A ( State License Number: Signature of License He STATE OF FLORIDA COUNTY OF Se -Y\) no ) The foregoing instrument was acknowledged before me this 2g day of M A-4- l , 20 l 6 , by ?-4V 1- V 0-2- who is X personally known to me or and who di (did not a an oath. Signa of Notary Lynne Marie Donner NOTARY PUBLIC g STATE OF FLORIDA Comm# FF903096 ace .,,:,,,,, Expires 7/23/2019 Print or type Notary name Notary Public - State of Commission No. My Commission Expires: Effective Date 12/7/15 Stll l.'4 LE U)_ U'1:Y' Fi:fZllrti5 NA uKX C1K)K-! Building Division RE -ROOF SUPPLEMENT FORM Address: 20 /y''l 1 G( fL) S4- , S ct ti -oT CA 3 Z. i-T I Permit: Product approval information can be obtained from the following sources: The Florida Department of Business & Professional Regulation Building Code Information Website The Miami -Dade County Building Code Compliance Website Directly from the manufacturer This form must be submitted for all re -roof permits The following information must be on the iobsite with the permit for all inspections: A copy of the manufacturer's Florida approved product installation details. A completed Dry -In Affidavit for Homes Built Prior to 3/1/02 Is existing roof being removed? Yes 9 No ED If no, please explain: Type of existing roof: Asphalt Shingle I`_J Tile [J Wood Shake [.J Metal Panel [ Vj Built -Up F__j Single Ply Other (specify) Roof Slope: 41,Z Type of existing roof framing: Wood frame Metal frame r Type of existing sheathing: Wood sheathing li Wood plank tnl"' Metal Pan f...a Other(specify) Roofing Manufacturer O tStyleorModelCNMQ2b Type of new roof: Asphalt Shingle $/ Tile F__J Wood Shake Metal Panel 01 Built -Up F__J Single Ply [._.1 Other ( specify) IVO Roof Covering Florida Product Approval or Miami/Dade #T-0100(o- " Synthetic Underlayment Product Approval Florida roduct Approval or Miami/Dade # r-LSl-51-9Z23 nR , Is sheathing being replaced? Yes F_jNon If yes, how many squares? k Is roofing material being installed: Directly to the deck ROn battens r Roof area to be replaced: More than 25% of total roof area or roof section. Entire roof system to be replaced. ft Less than 25% of total roof area or roof section. Other job specific pertinent information: It is the applicant's responsibility to verify that each roofing product has been installed in accordance with their limitations. Specific compliance will be verified during field inspections. CONTRACTOR or OWNE /CONTRACTOR SIGNATURE DATE 1101 EAST FIRST STREET SANFORD FL 32771-1468 PHONE (407) 665-7050 FAX (407) 665-7486 REV 1121116 721/2015 Florida Building Code Online RECORD COPY POJC1 r/ BOS Home ( Lop In Use, Registration Hot Topics Submit Surcharge stats 9 Facts Publications FBC Staff I BCIS Site Mao Links Search Busines Professi i product Approval x USER: Public user Regulation Product Amm at Menu > Product or Aodiatlon SC= > Aodication List > Application Datall SANFORD BUILDING DIVISION FL FL10264-R12 A PERMIT 196UED SHALL BE CONSTRUED TO BE A Application Type Revision LICENSE TO PROCEED WITH THE WORK AND NOT AS Code Version 2014 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET Application Status Approved ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER Comments REQUIRING A CORRECTION OF ERRORS IN PLANS, Archived CONSTRUCTION OR VIOLATIONS OF THIS CODE Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Small Category Subcategory r Compliance Method a Firestone Building Products Company, LLC. 250 West 96th Street Indianapolis, IN 46260 317) 816-3806 Ext 53806 McQuillenTimofirestonebp.com Tim McQulllen McQuillenTim0flrestonebp.com Tim McQulllen 250 W. 96th Street Indianapolis, IN 46240 800) 443-4272 Ext 53806 mcqulllentim*fl restonebp.com Tim McQulllen 310 East 96th Street Indianapolis, IN 44240 317) 816-3806 mcquillentim@flrestonebp.com Roofing Single Ply Roof Systems REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE VILD/NC a r SANFORD r Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 25' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By ti Robert Nieminen: PE-59166 U L LLC 02/26/2017 John W. Knezevich, PE C+, Validation Checklist - Hardcopy Received Certificate of Independence FI 10264 R12 COI 201S 01 COI Nieminen.od Referenced Standard and Year (of Standard) Standard r ASTM D6878 FM 4470 FM 4474 - TAS 114 UL 1897 16-930' Year 2008 1992 2004 2011 2004 Equivalence of Product Standards L hnp ltwww.floridaWILIng.orW/pr_app dtl.aspx?param=wGEVXQwtDquGotMWvZZ61LIRdW5gOh6EkkeveW-hAOUWs9WKwU&m%3d%3d 12 7/21)2015 Florida Building Code Online Certified By Sections from the Code a Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/20/2015 1 Date Pending FBC Approval 04/22/2015 Date Approved 06/23/2015 Summary of Products r FL # Model, Number or Name Description 10264.1 Firestone UltraPly TPO Single Ply Roof Systems Thermoplastic polyolefln (TPO) roof systems Umits of Use Installation Instructions Approved for use in HVHZ: No F110264 R12 II 2015 04 FINAL Al ER UltraPlvTPO 10 6•_ Approved for use outside HVHZ: Yes R12-Dd Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-495.0 Other. 1.) The design pressure noted in this application relates to on particular assembly. Refer to the ER Appendlx Created by Independent Third Party: Yes Evaluation Reports F110264 R12 AE 2015 04 FINAL ER UltraPlvTPO FL10 64- for all assemblies and associated design pressures. 2.) gu,od Refer to the ER, Section 5 for Limits of Use. Created by Independent Third Party: Yes flack Wert Contact lh :: 1940 North Morin* Street. Tallahassee FL 32399 Phone: 850-487-IR24 The State of Floridals an AA/EEO employer. Copyright 2007-2013 State of Florida, k: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public retards. If you do not want your e-mail address released In response to a pudic -records request, do not send electronic mall to this entity. Instead, contact the office by phone of by traditional mall. If you have arty questions, please contact 850.487.1395. 'Pursuant to Section 4S5.275(1) Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The email$ provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please dick hr . Product Approval Accepts: w ®® secunt mRTRIGT r httpsJlwww.floridabUlding.orW/pr_app dtl.aspoc?param=wGEVXQwtDquGot0kaJvZZ61LIRdW&PtOB(cvegzMOUWsggPKwU5we%o3d%3d 2/2 APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Table Deck Application IA-1 Wood New, Reroof (Tear -Off), Recover IA-2 Wood New, Reroof (Tear -Off), Recover 1B-1 Wood New, Reroof (Tear -Off), Recover 113-2 Wood New, Reroof (Tear -Off), Recover 1C Wood New, Reroof (Tear -Off), Recover iD Wood New Construction 2A-1 Steel New or Reroof (Tear -Off) 2A-2 Steel New or Reroof (Tear -Off) 2A-3 Steel New or Reroof (Tear -Off) 213-1 Steel or Conc. New, Reroof (Tear -Off), Recover 2B-2 Steel or Conc. New, Reroof (Tear -Off), Recover 2C-1 Steel or Conc. New, Reroof (Tear -Off), Recover 2C-2 Steel or Conc. New, Reroof (Tear -Off), Recover 2D-1 Steel or Conc. New, Reroof (Tear -Off), Recover 2D-2 Steel or Conc. New, Reroof (Tear -Off), Recover 2E Steel or Conc. New, Reroof (Tear -Off), Recover 3A-1 Concrete New, Reroof (Tear -Off) 3A-2 Concrete New, Reroof (Tear -Off) 3B Concrete New, Reroof (Tear -Off) 4A LWIC New, Reroof (Tear -Off) 4B LWIC New, Reroof (Tear -Off) 5A CWF New, Reroof (Tear -Off) 5B CWF New, Reroof (Tear -Off) 6A Gypsum Reroof (Tear -Off) 6B Gypsum Reroof (Tear -Off) 7A Various Recover 7B Steel Recover 7C Steel Recover 7D Steel Recover 7E Steel Recover 7F Various Recover Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 QOTRINITYIER-D Type Description Page C-1 Mechanically Attached Insulation, Bonded Roof Cover 4-5 C-2 Plate -Bonded Roof Cover 6-7 D-1 Insulated, Mechanically Attached Roof Cover (stress plates) 8 D-1 Insulated, Mechanically Attached Roof Cover (batten strips) 8 E Non -Insulated, Mechanically Attached Roof Cover 9 F Non -Insulated, Bonded Roof Cover 9 A-1A Bonded Insulation, Bonded Roof Cover 10 A-16 Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 10 A-1C Bonded Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 11 B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11-16 B-2 Mech. Attached Base Insulation, Bonded Temp Roof, Bonded Top Insulation, Bonded Roof Cover 17-18 C-1 Mechanically Attached Insulation, Bonded Roof Cover 19-25 C-2 Plate -Bonded Roof Cover 26-27 D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 28-30 D-1 Insulated, Mechanically Attached Roof Cover (Battens) 31-33 D-2 Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 33 A-1A Bonded Insulation, Bonded Roof Cover 34-41 A-113 Bonded Temp Roof, Bonded Insulation, Bonded Roof Cover 42-50 F Non -Insulated, Bonded Roof Cover 51 A-1A Bonded Insulation, Bonded Roof Cover 52-59 F Non -Insulated, Bonded Roof Cover 60-61 A-1A Bonded Insulation, Bonded Roof Cover 62 A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 62 A-1A Bonded Insulation, Bonded Roof Cover 63 A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 A-1A Bonded Insulation, Bonded Roof Cover 65-74 C-2 Plate -Bonded Roof Cover 75 D-1 Insulated, Mechanically Attached Roof Cover 76 D-2 Insulated, Mechanically Attached Roof Cover (RMA Strips) 76 E Non -Insulated, Mechanically Attached Roof Cover 77 F Non -Insulated, Bonded Roof Cover 77 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 1 of 77 IThefollowingnotesapplytothesystemsoutlinedherein: QOTRINITYERD, 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roofdeckshallbedocumentedthroughpropercodifiedand/or FBC Approval documentation. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: Wood Deck: Firestone All -Purpose or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum 1-inch plywood penetration or wood plank embedment. Steel Deck: Firestone All -Purpose or Heavy -Duty Fasteners with Firestone Insulation Fastening Plates. Minimum Y-inch steel penetration, engage the top flute of the steel deck. Concrete Deck: Firestone Heavy -Duty or Concrete Drive Fasteners with Firestone Insulation Fastening Plates. Minimum 1-inch embedment. Fasteners installed with a pilot hole in accordance with the fastenermanufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite or gypsum -based roof board that meets the CIA requirements of F.A.C. Rule 61G20- 3andisdocumentedasmeetingFBC1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D-1 (mechanically attached membrane), whereby the membrane fasteners are installedthroughtheLWICtoengagethestructuralsteelorconcretedeck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Types C-2 and D = Minimum four fasteners per 4 x 8 ft board or minimum two fasteners per 4 x 4 ft board. 6. Unless otherwise noted, insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions: FirestoneI.S.O. Twin Pack: Continuous''/: to %-inch beads, 12-inch o.c. Firestone I.S.O. Stick: Continuous % to 1-inch wide ribbons, 12-inch o.c. Firestone I.S.O. SprayS: Continuous %to 1-inch wide ribbons, 12-inch o.c. Firestone I.S.O. FIX II: Continuous % to 1-inch wide ribbons, 12-inch o.c. 3M CR-20: Continuous 2'/: to 3Y:-inch ribbons, 12-inch o.c. Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer -to -layer a distance of one-half the ribbon spacing. Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered ISO 95+ GL or Tapered RESISTA at the following thickness limitations may be substituted with the followingMaximumDesignPressure (MDP) limitations. In no case shall these values be used to 'increase' the MDP listings in the tables; rather if MDP listing below meets or exceeds that listed for a particular system inthetables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table. Firestone I.S.O. Twin Pack: MDP -157.5 psf (Min. 0.5-inch thick) Firestone I.S.O. Stick: MDP -187.5 psf (Min. 0.5-inch thick) Firestone I.S.O. Spray S: MDP -172.5 psf (Min. 0.5-inch thick) Firestone I.S.O. FIX II: MDP -172.5 psf (Min. 0.5-inch thick) 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick Tapered ISO 95+ GL only) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS'117, FM LPDS 1-29 and ANSI/ SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rationalanalysisispermitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimumrequirementsforthesystem. Testing shall be in accordance with TAS 105 or ANSI/SPRI FX-1. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-1112 CertificateofAuthorization #9503 Revision 12: 04/09/2015 Preparedby: Robert Nieminen, PE-59166 Appendix 1, Page 2 of 77 QOTRINI'TYIERD- 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existingroofsystem (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907, FM LPDS 1-52, ANSI/SPRI IA-1 or TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Recover Applications using System Type C-2 or D, the insulation is optional. Alternatively, ISOGARD HD, ISO 95+ GL, RESISTA, other polyisocyanurate, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat Roof Board, ASTM C578 expanded or extruded polystyrene with necessary slip sheet or wood fiberboard may be used as a separator board, preliminarily attached prior to roof coverinstallation. The existing roof system shall be suitable for a recover application. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with theroofcoverinRecoverapplications. 15. For membrane attachment using batten -strips, batten -strip end laps shall be spliced with sufficient dimension to allow for minimum 2-fasteners at each batten -strip lap. 16. For adhered membrane systems, side laps shall be minimum 3-inch wide sealed with min. 1.5-inch heat weld. Membrane adhesive application rates are as follows: Membrane Adhesive Method Rate UltraPly TPO UltraPly Bonding Adhesive (UP -BA) Contact Application 45 to 60 ft2/gal UltraPly TPO Water Based Bonding Adhesive-P (WBBA-P) Contact Application 100 to 120 ft2/gal. UltraPly TPO Single -Ply LVOC Bonding Adhesive (LVOC-BA) Contact Application 45 to 60 ft2/gal UltraPly TPO Single -Ply LVOC Bonding Adhesive 1168 (LVOC-BA-1168) Contact Application 45 to 60 ft2/gal UltraPly TPO XR XR Bonding Adhesive (XR-BA) Substrate Application 70 to 90 ft2/gal UltraPly TPO XR Water Based Bonding Adhesive-P (WBBA-P) Substrate Application i 100 to 120 ft2/gal. UltraPly TPO XR XR Stick Membrane Adhesive Substrate Application Continuous'/. to 1-inch wide ribbons UltraPly TPO XR I.S.O. Spray S Substrate Application Continuous Y. to 1-inch wide ribbons 17. For InvisiWeld installations, care shall be taken to ensure that the InvisiWeld Plates do not line-up with seams in the TPO membrane. This condition precludes proper induction welding of the membrane to theInvisiWeldPlates. 18. "Asphaltic" Vapor Barrier / Temp Roof noted herein consists of 1 or 2 plies Type IV (4) M or Type VI (6) M or 1 ply MB Base, SBS Base, SBS PolyBase or SBS Premium Base in hot asphalt. 19. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind pressures. Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12CertificateofAuthorization #9503 Revision 12: 04/09/2015Preparedby: Robert Nieminen, PE-59166 Appendix 1, Page 3 of 77 QO TABLE 1A-1: WOOD DECKS -NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER TRINITY I ERD- SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer No. See Note 1 Base Insulation Layer Type Fasten Attach Roof Cover /Adhesive MDP (psf) ULTRAPLY TPO SYSTEMS W 1 Min. 15/32-inch plywood at (Optional) One or more layers, any 2 UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans combination, loose laid Min. 1-inch RESISTA See Note 2 1 per 4 ft -30.0* 1168, LVOC-BA W 2 Min. 19/32-inch plywood at (Optional) One or more layers, any max 24-inch spans combination, loose laid Min. 2-inch ISO 95+ GL See Note 2 1 per 1.78 ft2 UltraPly TPO / UP -BA, LVOC-BA- 1168, WBBA-P -45.0 W 3 Min. 15/32-inch plywood at (Optional) One or more layers, any 2 UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans combination, loose laid Min. 1-inch RESISTA See Note 2 1 per 2.67 ft -45.0* 1168, LVOC-BA W 4 Min. 15/32-inch plywood at (Optional) One or more layers, any 2 UltraPly TPOmax24-inch spans Min. 1-inch RESISTA See Note 2 1 Y / UP -BA, LVOC-BA- - 45.0Pcombination, loose laid per 1.6 ft 1168, LVOC-BA W 5 Min. 15/32-inch plywood at (Optional) One or more layers, any max 24-inch spans combination, loose laid Min. 0.5-inch ISOGARD HD See Note 2 1 per 2.67 ft2 UltraPly TPO / UP -BA, LVOC-BA- - 45.0* Min. 15/32-i 1168, LVOC-BA W 6 spa plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 2 UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans combination, loose laid Roof Board See Note 2 1 per 4 ft2 -45.0' W 7 Min. 7/16-inch APA rated (Optional) One or more layers, any 1168, LVOC-BA OSB at max. 24-inch o.c. combination, loose laid Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ft2 UltraPly TPO / UP -BA, LVOC-BA- - 45.0* Min. 23/32-inch plywood at (Optional for Recover) Min. 1.5-inch thick, 1168, LVOC-BA, WBBA-P W-8 max 24-inch spans one or more layers, any combination, Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ft2 UltraPly TPO / UP -BA, LVOC-BA -45.0' loose laid Min. 19/32-inch APA rated W 9 plywood or min. 7/16-inch (Optional) One or more layers, any Min. 0.25-inch Dens Deck Prime or 2 UltraPly TPO / UP -BA, LVOC-BA- APA rated OSB at max. 24- combination, loose laid SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 2.13 ft -45.0* inch o.c. 1168, LVOC-BA, WBBA-P W-10. Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.25-inch SECUROCK Gypsum -Fiber UltraPly TPO / UP -BA, LVOC-BA- plywood at max. 24-inch o.c. combination, loose laid Roof Board See Note 2 1 per 1.6 ft2 -45.01168, LVOC-BA, WBBA-P Min. 19/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber W-11. Roof Board, Dens Deck or Dens Deck See Note 2 1 z UltraPly TPO / UP -BA, LVOC-BA- max 24-inch spans combination, loose laid per 1.6 ft2 1168, WBBA-P -45.0 Prime W 12 Min. 15/32-inch APA rated (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber plywood at max. 24-inch o.c. combination, loose laid Roof Board See Note 2 1 per 2.13 ft2 Ply TPO / UP -BA, LVOC-BA- UltraUltraLVOC- BA 52.5 W- 13. Min. 15/32-inch plywood at (Optional) One or more layers, any Min. 0.5-inch SECUROCK Gypsum -Fiber 2 UltraPly TPO / UP -BA, LVOC-BA- max24-inch spans combination, loose laid Roof Board See Note 2 1 per 1.78 ft 67.5 ULTRAPLY TPO XR SYSTEMS 1168, LVOC-BA Min. 7/16-inch APA rated (Optional) One or more layers, any UltraPly TPO XR / XR Stick, 12- W-14. Min. 0.25-inch Dens Deck Prime See Note 2 1 2 * OSBatmax. 24-inch o.c. combination, loose laid per 2.67 ft2 inch o.c. or hot asphalt (full -45.0 coverage) Exterior Research and Design, LLC. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report F8970.02.08-R12 for FL10264-1112 Revision 12: 04/09/2015 Appendix 1, Page 4 of 77 TABLE IA-1: WOOD DECKS - NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-1: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck Top Insulation Layer No. (See Note 1) Base Insulation Layer Type Fasten Attach Min. 19/32-inch APA rated W-15. plywood or min. 7/16-inch Optional) One or more layers, any APA rated OSB at max. 24- combination, loose laid inch o.c. W-16. Min. 15/32-inch APA rated Optional) One or more layers, any plywood at max. 24-inch O.C. combination, loose laid ULTRAPLY TPO SA SYSTEMS W 17. Min. 15/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid W 18. Min. 15/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid W 19 Min. 19/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid W 20 Min. 15/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid W 21. Min. 15/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid W 22. Min. 15/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid W 23 Min. 7/16-inch APA rated Optional) One or more layers, any OSB at max. 24-inch o.c. combination, loose laid Min. 23/32-inch plywood at Optional for Recover) Min. 1.5-inch thick, W 24_ max 24-inch spans one or more layers, any combination, loose laid Min. 19/32-inch APA rated W 25 plywood or min. 7/16-inch Optional) One or more layers, any APA rated OSB at max. 24- combination, loose laid inch o.c. W-26. Min. 15/32-inch APA rated Optional) One or more layers, any plywood at max. 24-inch o.c. combination, loose laid W 27 Min. 19/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid W 28 Min. 15/32-inch APA rated Optional) One or more layers, any plywood at max. 24-inch o.c. combination, loose laid W 29 Min. 15/32-inch plywood at Optional) One or more layers, any max 24-inch spans combination, loose laid Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board See Note 2 Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 2.13 ft2 1 per 1.6 ft2 QOTRINITYIERD' Roof Cover / Adhesive UltraPly TPO XR / XR Stick, 12- inch o.c. or hot asphalt (full coverage) UltraPly TPO XR / XR Stick, 12- inch o.c. or hot asphalt (full coverage) Min. 1-inch RESISTA See Note 2 1 per 4 ft2 UltraPly TPO SA, self -adhered Min. 0.5-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 4 ft2 UltraPly TPO SA, self -adhered Min. 2-inch ISO 95+ GL See Note 2 1 per 1.78 ft2 UltraPly TPO SA, self -adhered Min. 1-inch RESISTA See Note 2 1 per 2.7 ft2 UltraPly TPO SA, self -adhered Min. 1-inch RESISTA See Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered Min. 0.5-inch ISOGARD HD See Note 2 1 per 2.7 ft2 UltraPly TPO SA, self -adhered Min. 0.25-inch Dens Deck Prime See Note 2 1 per 2.67 ft2 UltraPly TPO SA, self -adhered Min. 0.25-inch Dens Deck Prime I See Note 2 I 1 per 2.67 ft2 I UltraPly TPO SA, self -adhered MOP (psf) 45.0• 45.0 30.0' 37.5' 45.0 45.0' 45.0 45.0• 45.0` 45.0• Min. 0.25-inch Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board See Note 2 1 per 2.13 ft2 UltraPly TPO SA, self -adhered 45.0' Min. 0.25-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 21per1.6 ft2 UltraPly TPO SA, self -adhered 45.0 Min. 0.5-inch Dens Deck Prime See Note 2 1 per 1.6 ft2 UltraPly TPO SA, self -adhered 45.0 Min. 0.5-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 21per2.13 ft2 UltraPly TPO SA, self -adhered 52.5 Min. 0.5-inch SECUROCK Gypsum -Fiber Roof Board See Note 2 21per1.78 ft2 UltraPly TPO SA, self -adhered 67.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12CertificateofAuthorization #9503 Revision 12: 04/09/2015Preparedby: Robert Nieminen, PE-59166 Appendix 1, Page 5 of 77 Q0_rR1N1-ryjERD! TABLE 1A-2: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER System Deck Thermal Barrier and/or Insulation Attach MDPNo. (See Note 1) Layer Roof CoverFastenDensity /Pattern psf) 6 parts per 4 x 8 ft board 1 per 5.33 ft2 Min. 19/32-inch APA Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld PlatesW-30. rated OSB or plywood Any approved thermal barrier Y Y and UltraPly TPO InvisiWeld with RhinoBond Portable Plate Bondin Tool and wei hted -45.0' at max. 24-inch o.c. and/or insulation, any combination g g Plates • •_; RhinoBond Cooling Clamps. i 8 parts per 4 x 8 ft board 1 per 4 ft2 Min. 19/32-inch APA Firestone Heavy Duty Fasteners I UltraPly TPAnyapprovedthermalbarrierIy 0 bonded to UltraPly TPO InvisiWeld PlatesW-31. rated OSB or plywood and UltraPly TPO InvisiWeld • L• with RhinoBond Portable Plate Bonding Tool and weighted -45.0' and/or insulation, any combination gatmax. 24-inch o.c. Plates RhinoBond Cooling Clamps. i i I ri Min. 19/32-inch (Optional) Any approved thermal Firestone Heavy Duty Fasteners UltraPly TPO bonded to UltraPly TPO InvisiWeld PlatesW-32. plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld Max. 6-inch o.c. in rows max. with RhinoBond Portable Plate Bonding Tool and weighted -52.5inchspanscombination, preliminarily attached Plates 72-inch o.c. RhinoBond Cooling Clamps. 12 parts per 4 x 8 ft board 1 per 2.67 ft2 0 0 0 tr x Min. 15/32-inch Firestone Heavy Duty Fasteners UltraPl TPO bonded to UltraPlyTPO InvisiWeld Plates W-33. plywood at max. 24- Any approved thermal barrier o 0 o Y p and/or insulation, any combination and UltraPly TPO InvisiWeld x with RhinoBond Portable Plate Bonding Tool and weighted -52.5inchspansPlates 0 0 0 RhinoBond Cooling Clamps. 0 0 0 it1 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12CertificateofAuthorization #9503 Revision 12: 04/09/2015 Prepared by: Robert Nieminen, PE-59166 Appendix 1, Page 6 of 77 System No. W-34. W-35. TABLE 1A-2: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE C-2: PLATE -BONDED ROOF COVER Deck Thermal Barrier and/or Insulation Attach See Note 1) Layer Fasten Code minimum Optional) Any approved thermal Firestone Heavy Duty Fasteners plywood or 0513. See barrier and/or insulation, any and UltraPly TPO InvisiWeld Note 1 combination, preliminarily attached Plates Min. 19/32-inch Optional) Any approved thermal Firestone Heavy Duty Fasteners plywood at max. 24- barrier and/or insulation, any and UltraPly TPO InvisiWeld inch spans combination, preliminarily attached Plates TTRINITYIERD Density / Pattern Roof Cover Fasteners spaced max. 6-inch o.c. in rows spaced max. 96- UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates inch o.c. along wood with RhinoBond Portable Plate Bonding Tool and weighted structural members RhinoBond Cooling Clamps. Max. 6-inch o.c. in rows max. UltraPly TPO bonded to UltraPly TPO InvisiWeld Plates 60-inch o.c. with RhinoBond Portable Plate Bonding Tool and weighted RhinoBond Cooling Clamps. MDP psf) 75.0 82.5 Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-R12 for FL10264-R12CertificateofAuthorization #9503 Revision 12: 04/09/2015Preparedby: Robert Nieminen, PE-59166 Appendix 1, Page 7 of 77 QOTRINITY +ERD TABLE 113-1: WOOD DECKS - NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER r SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (STRESS PLATES) System Deck Insulation Roof Cover MOPNo. (See Note 1) Type Attach Membrane Fasten Attach (psf) Min. 7/16-inch APA Min. 1-inch ISO 95+ GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 12-inch o.c. within 6-inch wide lapsW-36. rated OSB at max. 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly TPO with Firestone HD Seam spaced 42-inch o.c. Laps sealed -30.0* inch o.c. Roof Board attached Plates with 1.5-inch heat weld. Min. 7/16-inch APA Min. 1-inch ISO 95+ GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 6-inch o.c. within 6 inch wide lapsW-37. rated OSB at max. 24- min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber Prelim. UltraPly TPO with Firestone HD Seam spaced 42-inch o.c. Laps sealed -45.0* inch o.c. Roof Board attached Plates with 1.5-inch heat weld. Min. 19/32-inch APA Min. 1-inch ISO 95+ GL or RESISTA, min. 0.5-inch ISOGARD HD and/or Firestone HD Fasteners 24-inch o.c. within 6-inch wide lapsW-38. rated OSB or I Prelim. plywood min. 0.25-inch Dens Deck, Dens Deck Prime, SECUROCK Gypsum Fiber attached UltraPly TPO with Firestone HD Seam spaced 42-inch o.c. Laps sealed -45.0' at max. 24-inch o.c. Roof Board Plates with 1.5-inch heat weld. Min. 15/32-inch Optional min. 1-inch ISO 95+ GL or RESISTA followed by min. 0.25-inch Dens Deck, Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board, Prelim. UltraPly TPO Firestone HD Fasteners space 11 -inch .-inch wide lapsW39. plywood at max. 24- Yp y with Firestone HD Seam spaced 114-inch o.c. Laps sealed 45.0Inchspansmin. 0.5-inch ISOGARD HD, min. 1-inch RESISTA or min. 1.5-inch attached (min. 60-mil) ISOGARD HD Composite Plates with 1.5-inch heat weld. Min. od or inch 6-inch o.c. within 6-Inch wide lapsplywoodorwoodPrelim. Firestone HD FastenersW-40. Min. 1.5-inch thick, one or more layers, any combination UltraPlyspaced 90.5-inch o.c. Laps sealed 60.0plankatmax. 24-inch attached TPO with Firestone HD Seam with 5-inch heat weld that spans Plates encapsulates plates. TABLE 1B-2: WOOD DECKS- NEW CONSTRUCTION OR REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D-1: INSULATED, MECHANICALLY ATTACHED ROOF COVER (BATTEN STRIPS) System Deck Insulation ' Roof Cover MOPNo. (See Note 1) Type Attach Membrane Fasten Attach (psf) UltraPly QuickSeam R.M.A. Strips are applied over the 15/32-inchMin. I Min. 0.5-inch thick, one pW-41. plywood at or more layers, Prelim. UltraPly QuickSeam R.M.A. Strips with insulation spaced 96-inch o.c. The batten is centered over ersan max. 24-inch spans y y attached UltraPly TPO Firestone All -Purpose Fasteners with each strip and fastened 6-inch o.c. Roof cover adhered to -30.0 combination Firestone Polymer Batten Strip each strip by first priming with Single -Ply QuickPnme Primer at the strip location, then rolling into place with a hand roller. Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report F8970.02.08-1112 for FL10264-R12 CertificateofAuthorization #9503 Revision 12: 04/09/2015 Preparedby: Robert Nieminen, PE-59166 Appendix 1, Page 8 of 77 FRECORD COPY r ^iC:^".ix• y.yr, .,._ - .., _.: i . " , s•* + jam){"'l,L f1CN1:A O[wJN'A'Cv ,.i:gsinessWrofessionaItReauIaiion_ `r - F '..L""o`,.(• •.,or,,._ y:. ,.-,' •s--`.;Y;e' ODM NONC J1DOU DDPR Mh0iY1lIONi Cd,(I71Ci 0NrR Professi JfMS!l C1{M!f/ Fw)lMl.0 3.1!j. Aadicadw SegrCh> ApWlcadw i Oi'r7LE OR•'fHE` , Type Revision Code Version 2014 Application Status Approved 3EiftEtNtY2,ar. Comments 04/27/2015 Archived vbProductManufacturerPOLYGLASSUSA0OLDI Address/Phone/Email r 150 Lyon Drive Fernley, NV 89408 SANFORD 570) 384-1230 Ext 242 jakinsOpolyglass.com F'A RTM Authorized Signature lames Akins jakins®polyglass.com # 1 r _ n 0vj 1 Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive Fernley, NV 98408 602) 363-7139 steve w o po lyg l a ss . com Quality Assurance Representative 1 James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 1 800) 894-4563 ja ki ns O pol yg la ss . com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/01/2017 Validated By John W. Knezevich, PE s Validation Checklist - Hardcopy Received Certificate of Independence F 5259 R23 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) 1 standab Year ASTM D1970 2009 ASTM D226 2006 ASTM 136164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 ti I FM 4474 f FRSA/TRI April 2012 TAS 103 t Equivalence of Product Standards I Certified By M1 Sections from the Code 4 i 1 Product Approval Method k Method 1 Option D Date Submitted I 04/24/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/03/2015 Date Approved 06/23/2015 I Summary of Products A. 2004 2012 1995 FL At Model, Number or Name Description 5259:1 Polyglass Roof Roofing underlayments Underlayments Umits of Use Installation Instructions Approved for use in HVHZ: No F 5259 R23 11 2015 05 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R23.I>1 Verified By: Robert Nieminen PE-59166 Created by independent Third Party: Yes Evaluation Reports Approved for use outside HVHZ: Yes Impact Resistant, N/A Design Pressure: +N/A/-622.5 Other. 1.) The design pressure In this application relates to one particular underlayment system (over concrete deck) for use under foam -on tile systems (where the FlL5259 R23 AE 2015 05 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R23rodf Created by Independent Third Party: Yes underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. t Lack Ha%t contact lls :: 1940 North Monroe Sty Tlllehassee FL 32700 Phone, E50-4187-lM The State of Florida is an AA/EEO employer, Copyright 2007-2D13 Sate of Florida.:: privacy Statement :: AcceSSldilty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not watt your e-mail adomss phased In response to a public -records requrest, do not send electronic mail to this entity. Instead, contact the Office by plicate or by traditional mail. If you have any questiorm please contact 650.07.1395. *Putsuarit to Suction 455.275(1), Florda Statutes, effective October 1, ZDi2, Ilcenaees IloarrsaChapter dunder455, F.S. must provide the Deparmem with an email address If dW have one. The emails provided may be used for official commumtcation with the licensee. However email addresses ars'publk accord. If you do not wish to supply a personal address, please provide the Department with an email address which an be made available to the public. To determine H you are a Ikemee under Chapter ti J 455. F.S., please dick bCM. Product Approval Accepts: WA® 1 semrit ataTm" r I t r 1 i - I r 1 1 I i h QoTaW IqTYIER EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report P12060.02.09-1119 FL5259-R23 Date of Issuance: 02/24/2009 Revision 19: 05/01/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5 h Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client 'constitutes agreement to notify Robert Nleminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEMON: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 10. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANt:1983 The faWmlle seal sppearin{ was authorized by Robert Nieminen, P.E. on OS/01/2015. This does not serve as an electronically silined document Slpned, sealed hsrdcoples have been transmitted to the Product Approval Administrator and to the named dent CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity lERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued.- 1 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity lERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. Q0 TRJNMYIERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03=R1 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/09/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 20/17/2014 ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) Physical Properties PLYG-SC8080.14 04/22/201S ICC-ES (EVL 2396) IBC Compliance ESR-1697 11/01/2614 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/201S Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, I.I.C. (QUA9625) Quality Control Service Confirmation, R74571, 2QA Exp. 08/08/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation, MTS PLUS Exp. 07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlavments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly -film surface; meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D3970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 303. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 4.2.8 Polystick Dual Pro' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D3970. 4.2.9 Polystick Tile Pro" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. 4.3.2 Polyflex G and Poloex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R19 Cert(f sate of Avdarhatim #M3 FL5259-R23 Revision 19: 05/01/201S Page 3 of 10 Q0. TRINITY ERD Reference is made to the current edition of,the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule - Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. 6.4 Poystick MTS MTS PLUS SIR-Xe TU P. TU Plus TU Max Polyflex SAP or SAP FR Mule -Hide SA-APP Can Sheet or SA- APP Cap Sheet (FRI. Dual Pro or Tile Pro: 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in`accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar on the face of membrane. The head lap membrane is to cover the area being back -nailed All seal -lap seams (selvage laps) must be. firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. t -, For Dual Pro and Tile Pro, align the edge of the top' sheet to the end of the glue pattern (the sheet will overlap the fabric). View of Ovelap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed Galleys, or exposed roof to wall details Repair of Polystick membranes Is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cemenfor Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, If needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 404bs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications Mot allowed for Polystick /R-Xe): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened the roofing over 2-ply system, consisting of base sheet and self -adhering top sheet(s), base sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1119 Certiftcate of AuOwrkadon 09503 FL5251-R23 Revision 19: 05/01/2015 Page 9 of 10 RECORD COPY es Rgj&Depa(tjI"d eas Home Lug In i user Itegtmation I Hot Topic ! Submit Sund%ar" I scats a Facts I Publicabons I FSC soft I MS Sit. Map I Links I Search I Mines Pr0 I RtwA"rovalfessi Regulation Product Aomoval Menu > Per Aaoliatlon Search > Abdication List > Application Detail 77 F1 * I L7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratifled by the POC and/or the Commission If necessary. i Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 3 Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31-14 708) 496-2800 Ext 200 rmetz0010tam pabay.rr.com Robert Metz rmetz0010tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetz0010ta mpabay. rr.com Don Shaw IKO Industries LTD 120 May Rd. Wilmington, DE 19808 717) 579-6706 don.shaw®iko.com Roofing Asphalt Shingles Certification Mark'or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received Standard ASTM 03161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 0L IDX% SANFORD 16-93Q. Year 2009 2009 2008 2007 e V Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL # I Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Umits,of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odfodfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM I.Atter - ASTM d3462 letter - 5 6 Design Pressure: N/A 15_Ddf Other. FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 odf- Quafity Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-33-02-01 Lotter - InstallaLon Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Limits of use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 RQ_ C CAC FM Letter - ASTM d3462 letter - 5 6 Design Pressure: N/A 15.odf Other; FL7006 R9 c Car ran Letter •- ASTM E 108 letter - 5 3 15_Ddf - Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions Cap Shlnale InstallationFL7006R9fIHIDandRidge Instructions. Ddf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle Starter Strip One piece fiberglass asphalt shingle used as a starter strip at the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 Design Pressure: N/A 15.odf Other. F17006 R9 C CAC FM Letter - ASTM E 108 letter -__La 15 odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions F1.7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.(df FL7006 R9 H Roof] ng-Products-LeadIna -Edge-Plus- ApDI lcation-EN (l). Dd( Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006. 4 1 Marathon 25 AR, CRC Superglass 1 3 tab fiberglass asphalt shingle manufactured at IKO's f M25AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Umits of Use Certifleation Agency Certtficate Approved for use in HVHZ: Yes FL7006 R9 C CAC R4 Letter - ASTM d3161 letter - 4-15- Approved for use outside HVHZ: Yes 2015 .odf Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 Design Pressure: N/A IS.odi Other. FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation instructions for FBC FL7006.odf Verified By: Dux T Nguyen 65034 Created by Independent Third Party: No i Evaluation Reports Created by Independent Third Party: Back rlext ' Contact Us :: 1940 North Monroe street. Tallahassee FL 3 -M Phone: 550-4E7-1824 The State of Fiends Is an AA/EEO employer. Cooyrkft 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refud Statemem Under Florlda law, email addresses are public records. If you do not want your a -mail address released in 'pone to a public -records request, do not send ekcbv4c mail to this entity. Instead, contact the office by phone or by traditional mail. If you haw any questions, please contact $50.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one.,The emalls provided may be used for offic al communication with the licensee. however email addrasm are pubkc record. tf you do not wLLh to supply a personal address, please provide the Department with an email address which can be made available to the pudic. To determine If you are a licensee under Chapter 455, F.S., please dick e= . AVduct Approve Aceepte: r sttun Attttttcs Y A f y CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed!a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN-Laminated_Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08 reformatted 2013=08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Td-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen,'FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are Issued. i Signed: c Signed: Brad Grzyboyskl Duc T. n _- Managing Orrector Florida R rofesslonal Eng—in e r P.E. Number. 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-133-02-01 PR1 Cmshd im Mftiab Tedvidogies, LLC. 6412 BadgerDrive Tampa FL 33610 Tel 813.621-5M Fax. 813b21aQ eanail: mini priard.00m WebSite: hWAYvw$cmLcom rw IKO Installation Instructions for Asphalt Shingles Page 2 of 51. , IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments In accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. _ NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a jointtcutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. _ EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES' SEUM STM — — — — — — -- t 6t18' t? I &&fir C NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Cartstkdon Matmi& Te Nxkgkr, LI.C. 6412 Badger Drive Tampa, FL 33610 Tet 813{21.5777 Fa)c 813-6214M em& cam WdMe: h4JA ww4) icrnL=n IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTIVI D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED 'IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" In from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a Joint1cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the'shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". 630 NAIL LINE NAILING - STEEP SLOPES APPLICATION Use sir rreils as shown. r r11 r CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construdion Materials TecM*gim U.C. 6412 Badges Drive Tampa. FL 33610 Tet. 613-621-SM Fax: 913-6214M *mad: mdffialstexi=n W"ta ht*JhWW.priantcom iK0 Installation Instructions for Asphalt Shingles Page 4 of 5 I1<0 Hip and Ridge-12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) r NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. ns a wmmr ruea cur eur - T030WO 0- WM) PRI Canshdon Materials TWviologies, I.I.C. 6412 eadger Drive Tampa, Fl. 33610 Tel' 813-621-577 Fax: E13-621,WO e-mail: Matffkhte$&9@prkMLo0M WelSite: W/wMw.pria i= IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTiON WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ' 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left comer of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1 /4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" ,(75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mrn and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Unstrudlan Materials Te*x1bgres, I.I.C. 6412 Badger Drive Tampa, Fl. 33610 TeL 813421-SM Fax: 813-621. w emall: matedaWesting@PriantC= Wdz te: M,tpJhww PjCML=n N 111111 Elie Hill HN 111if 11h ii i Nil THIS INSTRUMENT PREPARED BY: Name: Parlament Roofing & Construction Address: 12101 31st Court North St Petersburg, FL 33716 NOTICE OFCOMMENCEMENT Permit Number: 130 Parcel ID Number: 3(o—( q4 tr —1- S-00-U0w— I t i'11' I1" r '00IE 1 il;l','==I- r E 1-1 rrifl'L :IJ!_I I 1 i 1 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) i-a- rs (l8 1 tel, + My SANV-" Hx,-- k 6V+n . P & 2 Pry I:, 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address R-1610-C-1, 0-08Mr- <!- ToA-N PJ 2-01 W . (' 5i. SArt 1Fo" Ft_ Interest In property J W Pf E-- Fee Simple Title Holder (If other than owner listed above) Name: Address 4. CONTRACTOR: Name _Parlament Roofing & Construction Phone Number 1727) 571-4110 Address 12101 31It Court North, St. Petersburg FL 33716 5. SURETY ( If applicable, a copy of the payment bond Is attached): Name. Address. Amount of Bond 6. LENDER: Name Address Number 7. Persons within the State of Florida Designatea by Owner upon whom notice or other documents maybe served as provided by Section 713.13( 1)(a)7., Florida Statutes. Name Phone Number Address 8. In addition, Owner 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 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 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. Signature o O er or fesiee, or Owner's Lessee's (Print Name and Provide Signator s Title/Office) Authonzed Officer/ Director/Partner/M aged State of Florida County of Seminole 4h The foregoing instrument was lac/knowledged before me this -7 day of 1" `l(, 20 t i 44 by CJ J' L, f;1% OR Name of person makfng statement Who has produced identification XType of identification produced: L- 4100V - 1($ I " :> l -7-c' Lynne Marie Donner NOTARY PUBLIC , NON /WY ( Arvi [I 1A, Si -Al y STATE OF FLORIrA"-- _r pi TMF"+t Comn-9 FF903095 'RTM D COPY- MARYA, E MOF(Mry SgN uFe h rp5 7/23/2019 LERK I THE :.I CUIT CCU ND OMPTRC LL' ` % y,. MAR 29 2016 SRAINO i r 1 A r BY DEPUTY CLERK City of Sanford Roof Permit Application Checklist rF' -=.D; 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. D------Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). jA 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. D&b 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). Q J A Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). These guidelines were compiled to assist the applicant in preparing a roof permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.