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HomeMy WebLinkAbout2446 Oak Ave; 17-2048; ROOFv CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 0 'q 0 Documented Construction Value: $ 7,000 Job Address:2446 S. Oak Avenue Sanford, FL 32771 Historic District: Yes No Parcel ID: 36-19-30-539-0000-0940 Residential © Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Re -Roof -Z-Z sc 1 O L—. o S C o r n r n S Plan Review Contact Person: Jillian Harris Title: Phone: 3221-877-1911 Fax: Name KESHANI MELODIE M Street: Same as above City, State Zip: Same as above Name Total Home Roofin Email: Totalhomejillian@gmail.com Property Owner Information Phone: 407-716-2660 Resident of property? : Yes Contractor Information Street: 165 W State Road 434 City, State Zip: Winter Springs, FL 32708 Phone: 321-452-9223 Fax- State License No.: CCC1330489 Architect/Engineer Information Name: Phone: Street: Fax: 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. 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, 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: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application Aq D 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 constructio nd ing. 1 17 Signature ractor/AoOwner/Agent Date Signa ontgent Date iM nn i Ai Pri weer/Agent's Name VSigofN.tary-S;f%F1.flc r/ e Signature of Notary -State of Florida Date Date o ...... U!, i BRIAN DELANEy W COMMISSION # FF 9N706 oP EXPIRE.,: Maya. Owner/Agent is pally Known Me or Contractor/Agent is o e on1l1 or Produced ID Type of ID Produced ID Type of ID PUt1 Jai GEiRJGTI A 1,AALAFITHUR MY COMMISSION it FF 064139 EXPIRES; Oc!ober 1-1, 201 BELOW IS FOR OFFICE USE ONLY11 ; 9r°of to°P BondadlhruBudget NotarySeNices Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application F I fV 'G ORANGE AND SEMINOLE COUNTY OFFICE 407-960-3810 REVARD C DUN 321-452-9223 VOLUSIA COUNTY OFFICE 386-233-3244 Name: rr J c) DATE: 6 — / Street a 5' Olf.4 a"(J ` CCC1330489 H m/ePhonepcS//"/// ZZ2?1 A fjCellPhone ' b7—%%%— of (GG 0 au y 0 2 - q";1411 Email DESCRIPTION $ AMOUNT ROOF Due Care taken to protect home exterior, shrubs and landscaping. Includes Dumoster. Roll off dumpster for paver driveways Includes inspecting deck for damage and renailing to code with 8D ring shank nails 1 Includes replacing new ridge vents a O r66 r S ki "CC—jjLf 640 J Includes saving gutters, soffit, fascia on existing home (some damage struction) Includes replacing existing drip edge in choice of color ZV,.~ Includes 1 1/4" roofing collated nails Lap An . AT) Q Includes installing new shingles in choice of colorO 0154 I.U' 0 OF-/ 11" I LJ)9 ' " r Includes replacing all lead boots and goose v k (does not include gas related vents)L2-? Includes new galvanized metal in all valleys N p Includes starter shingles and ridge cap per code. Includes obtaining and posting permit with local jurisdiction Includes magnetically sweeping job site, cleaning out gutters and hauling away debris — SHINGLES Architectural Asphalt Lifetime Shingles 130mpb UNDERLAYMENT Peel and stick UPGRADE 301b Felt 151b Felt INCLUDES LABOR AND DUMPSTER TO REMOVE 'DILAYER(S) OF SHINGLES. ADDITIONAL LAYERS WILL COST $ PER LAYER INITIAL Deteriorated existing decking replaced at $501per sheet of plywood INITIAL Deteriorated existing decking replaced at $ per linear ft. Does not include painting to match Does nut include any stucco repairs where deteriorated flashing had to be replaced. Worry - Free Gold 7yrnon-prorated WORKMANSHIP INCLUDED 15 yr all inclusive $ Fi Flat roofs carry a 7 year workmanship warranty Customer waives interior damage pre -inspection any interior damage which occurs during constuction will not be Not Included in roof pHce unless specified. *Through Wells Fargo bank with approved credit G 9 ` )') Fina ), IngRust ompleted prior to start of project. Customer: Date: ( Total a Ro6fing Date: 1 HAVE READ AND UNDERSTAND THIS PROPOSAL, THE TERM ND CONDITIONS AND ALL DOCUMENT; REFERENCED THEREIN AND AGREE TO BE BOUND BY THEIR TERMS. ACCEPTANCE OF PROPOSAL: The above prices, specifications and conditions are Satisfactory and are hereby accepted. Contractor is authorized to do the work as specified. By signing Customer acknowledges that Customer is the owner of the property where work is to be performed. ALL PAYMENTS ARE DUE UPON COMPLETION OF THE ROOF. Any delay In payments may result in a 1.5% interest per 30 days Wind mitigations are not considered part of the project but offered as a service to our customers through a third party certified licensed inspection company and shall not be used as reason for any delay of final payment. This agreement constitutes the entire contract by and between contractor and owner and parties are not bound by oral expressions or representations by any party or agent of either party. 11111 flail Ifllll fell THIS INSTRUMENT PREPARED BY: Name: TOTAL HOME ROOFING li): jl'{}" P'1i ? JE.111'{s."_l..-!i''i } -_' Address' 165 W ST RD 434 Winter Springs, FL 32708 i.. l [_ESE; n ;;i_( f }a: G!- }- .;tli %E`• C: LEhI;' 6s 20171-163 7"t ri NOTICE OF COMMENCEMENT I,.EC0E--1.)FE= II., State of Florida RE'(}ttE)E':E) E',`r ..': n11 i.l, County of Seminole Permit Number: Parcel ID Number: 36-19-30-539-0000-0940 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) LOTS 94 95 + 96 FRANKLIN TERRACE PB 3 PG 78 GENERAL DESCRIPTION OF IMPROVEMENT: re - roof ONLY 214Srt SCocn?-h OWNER INFORMATION: Name: KESHANI MELODIE M Address: 2446 S. Oak Avenue Sanford, FL 32771 Fee Simple Title Holder (if other than owner) Name:. Address: CONTRACTOR: Name: Total Home Properties DBA Total Home Roofing Address: 165 W ST RD 434 Winter Springs, FL 32708 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)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date 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. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of rtly knowledge and belief. Owners Signature — Owner's Printed Name Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of FLORIDA County of SEMINOLE The foregoing iinstrument was acknowledged before me this day ofZv—/y---D , 20 by 4 e/ 6-p Wh rsonally kno n to e Name of person making statement _ OR who has produced identification type of identification produce n1k PCB ta'1`ii JilPd l l:iY',(`i;'•.'??i-',6ih OSr;,Y 1s`! CC"I 8!0' I `F g" 1,9 IN 1 d EXPIRES: 01^ on eI T, 00'7 1h.J Smg, iv 1cFr c POWER OF ATTORNEY Date: 7 I I hereby name and appoint C&_rlle, c-nn J-k"!A 0 ! C-S of TOTAL HOME ROOFING to be my lawful attorney. In fact to act for me and apply to the sc. 0 C- Building Department for a RE -ROOF permit. For work to be performed at a location described as: Parcel ID: 34 a -30 - 539 - 60 40 - 09 t4 0 Subdivision: ji:,rnc'x , Owner of property and address: '4.511- ZLI 146 5 0CA c—n a And to sign my name and do all things necessary to this appointment. ROBERT DONOVAN CCC1330489 Type or print name of certified contractor a tuber) Signature of certified contractor) The foregoing instrument was acknowledged before me this 5 1 day of IJ of 20 ( r_ by Robert Donovan, who is personally known to me. State of Florida BRIAN DEUWEY MY COMMISSION B FF 99706 N rFOF EXPIRES: May 3, 2020 f N`o B W Pru Budget " SWO00 Florida Building Code Online 5112017 uct APProvaldnarion;Puhilc Uses o..rli.ri Am,OVal Menu > ,P,-- 4-R12 FL # Revision Application 'Type 2014 Code Version Approved Application Status Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived wmicatons I FW Stall i gas site Map I unim I Search Product Manufacturer Owens Coming Address/Phone/Emall One Owens Corning Parkway Toledo, OH 43659 740) 404-7829 greg.keeler@oweriscoming.com Greg Keeler Authorized Signature greg.keeler@owenscorning.com Mel Sancrant• Technical Representative 1 Owens Coming PKWY Address/Phone/Emall Toledo, OH 43659 419) 376-8360 mel.sancrantDowenscornig. corn Quality Assurance Representative Address/Phone/Email Roofing Calory Asphalt Shingles Subcategory compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer i_1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Robert J.M. Nieminen PE-59166 UL I1.0 08/20/2017 John W. Knezevich, PE e; Validation Checklist - HardcopY Received 01 COI Nieminen.tWF110674R12COI2016 XW fibindWA 20092009 ASTM D3161 200 ASTM D3462 2008 ASTM D7158 Equivalence of Product Standards Certified By x.aReoe oaram=wGEVXClwogtBNbEYW%2boQT%2bgw7ahRW-Q&=R6'ixFJ16ftSlc'Ysg%M%3d 5MV2017 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/18/2016 04/19/2016 04/20/2016 06/08/2016 R # Mode' Number or Nam_ 10674i — pwens Corning Asphalt Roofing Shingles and Starters Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact ReSistant: N/A Design pressure: N/A other. Refer to ER, Section S. Description 3-tab, 4-tab, 5-tab, laminated, starter and hip il< ridge shingles Installation InstructiOn narei ER QC ASP1iALZ e w o 19 TT 7016 uA CC Fl 1n 3M- D4fiedBy: Roleminen PE - 59166 Creamed by Independent Third Party: Yes E" u ldon Reports_. _ _. _,., co eir ASPHALT Created by IndependentThird Party: Yes Back Next e1. aaf.49L_1824 C a,,,ibility Statement :: The State of Florida is an AA/EEO employer , leased in response to a PLN*,etmds request, do not send electronic IC moor&. If you do not want Your a mall address em aottaa SM487.095. 'PurmArIt to Sedion under Florida law, email addresses am .. by phone or by traditional mail. iY you F O y p rpnant with an email address if &M mail m this entity odob er 1. 2[11Z Iicerre IlCemed Lieber C1°Ha 1eT email addresses are pubtiC eared You do not to supply a 455.275(L), Florida Statutes, ie Tb determine If you are a liCertms under Chapterone. The amails P,mided may be used for offidal commuNcatton with the Ikanseepersonaladdress, ply provide the Department with an email address wMdk on be made available to the Due45S, F.S., pl-- dick 11M. FJMM : am miyr ifnnteNbEYSMUboQTa ZGW7ahReWCQ8uCR5ixEYag%V"a' EXTERIOR RESEARCH & DESIGN, LLC- Cert xate of Autlrorimtion #M 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Evaluation Report 037940.02.12-R7 Owens Corning FL10674-R12 One Owens Corning Parkway Date of issuance: 02/06/2012 Toledo, OH 43659 Revision 7: 04/18/2016 SCOPE: applicable rules and regulations governing the use of This Evaluation Report is issued under Rule . The d 3 and the app' 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 dwith the SeiBuilding Florida Editiocn ( Residential 2014) Florida Building Code products described herein have been evaluated comp sections noted herein. DESCRIMON: Owens Corning Asphalt Roof Shingles Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted LASEUNG: herein. CONTINUED COMPUANCE: 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 P.E. aifngh Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. s '?rinityERDEvaluated" may be displayed in ADVERTISEMENT: TheEvaluationReportnumberprecededbythewordadvertisingliterature. if any portion of the Evaluation Report is displayed, then it shall be done in Its entirety. lNspE mm: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J. M. Nieminen, P.E. Florida Rego r1o• 59166, Honda M ANE1983 The hcon® e MW appCo items austwraed by Robert Hkminen. P.E. on a3/1R EdL IM does not save as an eiectrorticallY dFled daajMaM SW* 4 sal d herdcopka have been traarrdtlad to the Wodud Approve] Admbdtvtw ad to she named ckM CEgro:rArgM OF hgxWElmENCE: d to acquire or will itacquire, a financial interest in any company manufacturing or 1. TrinitylERD does not have, nor does it inten distributing products it evaluates. lied by any company manufacturing or distributing products it evaluates. 2. Trinity ERD is not owned, operated or contro 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. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of e product. the Designer of Record for any 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in anyway, project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. QOTSRNTY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category Roofing Sub -Category: Asphalt Shingleshave demonstrated Compliance Statement: Owens Coming Asphalt Roof Shingles, as produced by Owens Coming, Residential Volume compliance with the followingwsectiith tonhe following Standardsorida inCompliance ie and s subject tooridadheInstaingellationRequirements through testing in accordance and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Standard Year Sectiew prope ASTM D3462 2OD9 1507.2.S, R9DS.2.4 Physical Properties ASTM D3161 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2008 1507.2.7.1, R905.2.6.1 Wind Resistance 3. REFERENCES: nee Date EntityExaminaticn 02/15/2007 Physicals Wind Resistance File R2453, Vol. 3 05/16/2012ULLLC(CER9626) 20120516-R2453 UL LLC (CER9626) Physicals &Wind Resistance 06CA20263 04/18/2006 UL LLC CM9628) Physical Properties 11CA34308 02/18/2012 UL LLC (TST9628) Wind Resistance 02/01/2014 TST9628) Physicals &Wind Resistance 47863 UL LLC Wind Resistance 4786/ 26526532 02/ 10/2014 02/ 13/2014 ULLLC (TST9628) Classification letter UL LLC (TST9628) Physical Properties ti 10/ 02%2015 physical Properties Classification letter Various UL LLC (TST9628) Various NOAs g/20/2017 Miami - Dade (CER1592) FBC HVHZ Compliance UL LLC (QUA9625) Quality Control Service Confirmation, R2453 EXP• O 4. PRODUCT DESCRIPTION: 4. 1 Asphalt Shingles: 4. 1.1 Classic and Supreme are fiberglass reinforced, 3-tab asphalt roof shingles. 4. 1.2 Berkshire are fiberglass reinforced, 4-tab asphalt roof shingles. 4. 1.3 Devonshire"' are fiberglass reinforced, 5-tab asphalt roof shingles. 4. 1.4 Duration , TruDefinition Duration , Duration Premium Cool, TruDefinition Duration Designer Color Collection, TruDefinition Oakridge , Oakridge and WeatherGuard HP are fiberglass reinforced, lamina ted asphalt roof shingles. 4, 2 Berkshire Hip &Ridge Shingles, High Ridge, WeatherGuard* HP Hip &Ridge Shingles, ProEdge Hip &Ridge Shingles and DuraRidgeTM Hip &Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. oil are starter strips for asphalt roof shingles. 4. 3 Starter Strip Shingle, Starter Strip Plus and Starter Shingle R 5, UMrrATIONS: er he 5. 1 This is a building code evaluation. which thislEvaluat on Report, ornityJERD norpreviousprevious versions hereof, i s Nelths/wasued Designer of Record for any project forpermittingordesignguidanceunless retained specifically for that purpose. 5. 2 This Evaluation Report is not for use in the HVHZ. Roofing Materials Directory 5. 3 Fire Classification is not part of this Evaluation Report; refer to current Approved for fire ratings of this product. Evalaadw Report 03IM40.02.12-0 EMdor Research and Design, LLC. R1p674402 e q1nvamrmaamn Revisits+ 7: a8 Q0TWNTY MD 5_4 Wind Classification: rein are Cl 5.4.1 Ali Owens Coming shingles noted he in accordance with FBC Tables 1507.2.7.1 and b1e for R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class r'to'Sectint6 forinstallation requihe shingles arerementsuse in all wind zones up to Vic =150 mph (V„k =194 mph). Refe s to meet this wind rating. 5.4. 2 All Owens Coming hip &ridge sh l Z ? Starter Strip 6! 1 to ngle aAS7M D3161, Cland Starter StripssuF,i decal ng the shingles rre in accordance with FBC Tables 1 =194 mph). Refer to Section 6 for installation acceptable foruseinallwindzonesuptoVd =150 mph (V„s requirements to meet this wind rating. 5.4. 3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations byaqualifieddesignprofessionalarerequiredforconditionsoutsidetheselimitations. Contact the shingle manufacturer for data specific to each shingle. 5.4. 4 Refer to Owens Coming published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6_1 unde—ftrnent: ns Corning and shall hold current Florida Statewide Product 6.1. 1 Underiayment shall be acceptable to Owe G20-3, per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. Approval, orbeLocallyApprovedperRule616_2 A1ghalt S—Wndes: 6.2. 1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Berkshire shingles require minimum five (5) nails per shingle. WeatherGuard* HP shingles require minimum six (6) nails per shingle. Devonshire'" shingles require minimum six (6) nails per shingle. Starter StripShingleandStarterStripPlusrequireminimumfive (5) nails per strip. Refer to Owens Corning published Information on wind resistance and installation limitations. 6.2. 2 Fasteners shall be in accordance with e a manufacturer's published requirements, but not less than FBC 1507.2. 6 or R905.2.5. Staples are not p its horizontal, special methods of fastening are 6.2. 4 Where the roof slope exceeds 21 units vertical in 12 un required. See figures below for details. 6.2. 5 Minimum Nailing — Starter Strip Shingle and Starter Strip Plus: iitoAds Y Deer ooa. OdkAMW Ork r ® w a4tlw DO WOO ad* tr rr NBaIOCmd 3'6!' b=WW ri4omww BMW= war Slrtr nsa eas rdeintlP TAB' d'ra mrod a6ea aod aslK-i Evaluadw Report 03794 M-12-R7 Exterior Research and Design, LLG FUM4 M Cep offW a9M Revision 7: 0011V=6 Page 3 of 8 6.2.6 Minimum Nailing — Classicm & Supreme: R Me Para. r ou a. " Vftd MOM AVM aoronbs Assam rts arlWeesa 6.2.7 Minimum Nailing — Berkshire°: Standard Fastening raaern AA. prat teetes amn aas or v M taseuo F llim swasillow SedIN W t' Nall Fastening Pattem rBvt srr eYr svr AOA, w ttlodr o Mansard or Steep Slope Fastening raice1 n Evaluation Repot 037%&UL12-0 Exterior Research and Design. LLC. RlW4-R12 cmlr, ft o/Audearbutba I9W Revisioe 7: 04/18/2018 Page 4 of 8 6.2.8 Minimum Nailing - Devonshire'": 6.2.9 dI6brepoio e—mail Fastening Pattern Mansard or Steel) r' 1µ Fastening Pattern 7LdIlYO1 Y TruDeflnitione Duration, Duration* Premium Cool StTruDefinitlon nDuratio Minimum Nailing -Duration® nasianer Color Collection: Mansard or Steep NOW raaawIuue . .. Exterior Research and Design, LLC c,tykoae OfA#dwdxWm OSW W&wtloa Report 03MO'1'12-117 FL10674412 Revision 7: 04/18, MS Page 5 of 8 6.2.1 Minimum Nailing —TruDeflnition oakridge°, oakridge®: 4"Poom CAI 813 eaid6R Standard Faste- C" Pin om wows. Mansaro yr a«r -•-r - - ---- 6.2.1 Minimum Nailing-WeatherGuard° HP: 6-Nail Fastening Pattern Hirt liteiiiriwl` Mal— E, RepsteriorFL1W-12- 12 ExReward+ and Desire, tlt of w- s900 Revision 7: 04ap 6 16 cc, wam o Page6of8 QTRPSTYIERD j3 g Ridge Shingles: 6.3.1 Installation of Berkshire Hip and Ridge Shingles,High nudfgaciurerthurgent pubshedinstructions, iusing four ProEdge Hip &Ridge Shingles shall comply with the manufacturer's 4) nails per shingle. Installation of DuraRidge'" Hip & Ridge Shingles shall comply current published instructions, using °iia(t?cnnails mitapt limitations, nSlludinge. Refer the use of hand -sealing published a information on wind resistance and in warranties. not them ufacturers published requirements, but not less than F BC 6.3.2 Fasteners shall be in accordance w 1507.2.6 or R905.2.5. Staples are n Pe rmitted- 6.3.3 Minimum Nailing — Berkshire* Hip & Ridge and High Ridge: 6.3.4 IMUM Minimum Nailing— WeatherGuard® HP Hip and Ridge_ G Hip'& RidvShl" la Fasomm UPv%W E,*, Uon Report « u-0 Exterior Research and oes. u e- R4/IW au c §ja Reaston 7: s 6.3.5 6.3.6 i Minimum Nailing - ProEdge Hip & Ridge Shingles: Minimum Nailing — DuraRidge- Hip & Ridge Shingles: Note: The drawings below pertain to minimum, as -tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. va 7. LABELING: ance with the requirements the Accredited Quality Assurance Agency noted 7.1 Labeling shall be in accord herein. pliance with one of the required classifications detailed in FBC 7.2 Asphalt shingle wrappers shall indicate com Table 1507.2.7.1 / R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction. in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: hich plants produce products covered by Florida Rule 9N-3 CIAContactthenamedQAentityforinformationonw requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625 ; (414) 248-6409; karen bucllmannc Ul.com END OF EVALUATION REPORT - Eeak adw Report 03MOA2.12-0 Exterior Research and Design, UC- FL10674-M cvtr1caftolder RevhsiM 7:04/W1=6 Page s of 8 5/15/2017 Florida Building Code Online le ida Product Approval4USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11288-R15 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer CertainTeed Corporation -Roofing Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark, d. harner@saint-gobain.com Technical Representative Mark D. Harner Address/Phone/Email 18 Moores Road Malvern, PA 19355 610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE f- Validation Checklist - Hardcopy Received Certificate of Independence R 11288 R15 COI 2016 01 COI Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4601 2004 ASTM D4869 2005 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6757 2007 FM 4474 2004 httpsj/www.floridabuilding.orgtpr/pr app O.aspx?param=wGEVXQwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTRkRVeshObtgp/pad°/p3d 1/2 5/1512017 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 TAS 110 2000 Method 1 Option D 02/14/2016 02/16/2016 02/17/2016 04/12/2016 FL # Model, Number or Description i Name 11288.1 CertainTeed Roof _ i Roof underlayments for use below Approved prepared roof coverings. Underlayments Limits of Use 1 Installation Instructions Approved for use in HVHZ: No FL11288 R15 II 2016 02 FINAL ER CERTAINTEED UNDERLAYMENTS FL11288- Approved for use outside HVHZ: Yes ' R15'df Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-555.0 Created by Independent Third Party: Yes Other: 1.) The DP in this application Evaluation Reports pertains to a particular application for use 1 FL11288 R15 AF 2016 02 FINAL ER C__ERTAINTEED UNDERLAYMENTS FL11288- in adhesive -set tile applications. DP is N/A R15.Ddf for underlayments installed beneath ! Created by Independent Third Party: Yes mechanically attached prepared roof i covers. 2.) Refer to ER Section 5 for other Limits of Use. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *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 emails 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 here . Product Approval Accepts: an WE Big IN https:IANww.floridabuilding.org/pr/pr_app_o.aspx?param=wGEVXQwtDgs6WGOndlUHYonUmKSG5yyaJM4c4BcWaVTRkRVeshObtg%3d%3d 212 ITINITY EVALUATION REPORT EXTERIORRESEARCH & DESIGN, I.I.C. Certificate of. Authorization #9503 353 CHRISTIAN STREET, UNIT#13 ERD OXFORD, CT 06478 PHONE: ( 203) 262-9245 FAX: ( 203) 262-9243 CertainTeed Corporation 18 Moores Road Malvern, PA 19355 Evaluation Report 11610.09.08-R16 FL11288- R15 Date of Issuance: 09/03/2609 Revision 16: 02/04/2016 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 5a' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed. Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted. herein. CONTINUED COMPuANCE: 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 Nieminen, 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 "TrihitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed; then it shall be done in its entirety. INSPECTION: 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 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen; P.E. on 041D4J2016 This does not serve an electronically signed document. Signed, sealed' hardcopies have been transmitted to the Product Approval Administrator and to the named client COMFICATtON OF INDEPENDENCE: 1. Trinity] ERD 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 I ERD 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 evaluationreports are being issued. 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 IERD 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. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underiayments, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. 'Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1507.2.3 Physical Properties ASTM D226 2006 1507.2.3 Physical Properties ASTM D4869 2005 1507.2.3 Physical Properties ASTM D6757 2007 1507.2.41 1507.2.9.2, 1507.5.3 Physical Properties ASTM D1970 2009 1507,10.2 Physical Properties ASTM D4601 2004 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 FRSA/TRl April 2012 (04-12) Underlayment installation References 2012 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties C7290.01.08 01/16/2008 ERD (TST6049) Physical Properties C8440.04.08 04/28/2008 ERD (TST6049) Physical Properties C9560.05.08 05/25/2008 ERD (TST6D49) Physical Properties C10080.09.08-R3 04/17/2009 ERD (TST6049) Physical Properties C12960.06.09 06/02/2009 ERD (TST6049) Physical Properties 3530.12.05-1-R1 10/05/2009 ERD (TST6049) Wind Uplift C8370.08.08-111 10/05/2009 ERD (TST6049) Physical Properties 3523.03.05-112 01/12/2010 ERD (TST6049) Physical Properties C30890.03.10-1 03/17/2010 ERD (TST6049) Physical Properties C3500.04.10 04/01/2010 ERD (TST6049) Physical Properties C31840.0S.10 05/10/2010 ERD (TST6049) Physical Properties C31860.05.10 05/18/2010 ERD (TST6049) Physical Properties C31850.06.10 06/25/2010 ERD (TST6049) Physical Properties C35460.05.11 06/16/2011 ERD (TST6049) Physical Properties 04940.09.11-R1 10/04/2011 ERD(TST6D49) Accelerated Weathering C40940SC 06/11/2012 ERD (TST6049) Physical Properties C40050.09.12-2 09/28/2012 ERD (TST6049) Wind Uplift C39676.08,12 08/20/2012 ERD(TST6049) Physical Properties C31410.10.10-R1 11/02/2012 ERD (TST6049) Physical Properties C45240.01,14-1 01/15/2014 ERD(TST6049) Physical Properties C32930.01.11-R2 01/20/2014 ERD (TST6049) Physical Properties C45240.01.14-2 01/24/2014 ERD (TST6049) FM 4470 CTR-SC9920.01.16-RS 01/20/2016 ERD (TST6049) Wind Uplift CTR-SC10420.01.16 01/25/2016 MTI (TST 2508) Physical Properties DX08C4A 03/22/2004 MTI (TST 2508) Physical Properties TX14116A-001 02/27/2006 MTI (TST 2508) Physical Properties TX14B66-002 03/13/2006 MTI (TST 2508) Physical Properties TX14B6F-006 03/13/2006 MTI(TST 2508) Physical Properties TX14B6E-005 03/13/2006 PRI(TST5878) Physical Properties CTC-034-02-01 11/24/2009 PRI (TST5878) Physical Properties CTC-075-02-01 02/15/2011 PRI(TST5878) Physical Properties CTC-067-02-01 08/08/2011 PRI (TST5878) Wind Uplift CTC-112-02-01 12/12/2011 PRI (TST5878) Physical Properties CTC-163-02-01(0) 05/10/2013 Exterior Research and. Design, LLC- Evaluation Report 11610.09 08-R16 Certificate of AuthoMzoGion p9503 FL112MR15 Revision 16:02/04/2016 Page 2 of 9 Eniiv Examination PRI (TST5878) Physical Properties UL, LLC. (QUA9625) Quality Control 4. PRODUCT DESCRIPTION: TRINITY I ERD Reference Date CTC-189-02-01 11/18/2013 Service Confirmation Exp. 07/03/2017 4.1 Self -Adhering Underlayments: 4.1.1 WinterGuard' HT is a glass scrim reinforced, self -adhering, film -surfaced waterproofing underlayment. 4.1.2 WinterGuardTM Sand is a glass mat reinforced, self -adhering, sand -surfaced waterproofing underlayment. 4.1.3 WinterGuardTM Granular is a glass mat reinforced, self -adhering, granule -surfaced waterproofing underlayment. 4.1.4 MetaLaymentTM is a self -adhering, film -surfaced, waterproofing underlayment. 4.1.5 Black Diamond Base Sheet is a self -adhering, glass mat reinforced, fine -mineral surfaced; SBS modified roof underlayment meeting ASTM D1970 requirements. 4.1.6 Flintlastic SA PlyBase is a self -adhering, glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 requirements for use as a base -layer in multi -ply underlayment systems. 4.1.7 Flintlastic SA Mid Ply is a self -adhering, polyester reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D1970 and ASTM D6164, Type I, Grade S requirements for use as a base - layer in multi -ply underlayment systems. 4.1.8 Flintlastic Ultra Glass SA is a self -adhering, glass mat reinforced, fine -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Type I, Grade S requirements for use: as a base -layer in multi -ply underlayment systems. 4.1.9 Flintlastic SA Cap FIR is a self -adhering, glass mat reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting ASTM D6163, Grade G, Type I requirements. 4.1.10 Flintlastic SA Cap is a self -adhering, polyester reinforced, granule -mineral surfaced, SBS modified roof underlayment meeting TAS 103 and ASTM D6164, Grad G, Type I. requirements. 4.2 Torch Applied Underlayments: 4.2.1 Flintlastic GTA is a torch -applied, polyester reinforced, granule -surfaced, APP modified roof underlayment meeting ASTM D6222, Grade G, Type I requirements. 4.3 Asphalt Applied Underlayments: 4.3.1 Flintlastic GMS or Flintlastic Premium GMS'is.an asphalt -applied, polyester reinforced, granule -surfaced, SBS modified roof underlayment meeting ASTM D6164, Grade G, Type I and 11 requirements, respectively. 4.4 Mechanically Attached Underlayments: 4.4.1 Flintlastic SA NailBase is a glass mat reinforced, film -surfaced, SBS modified roof underlayment meeting ASTM D4601, Type II requirements for use as a mechanically attached base -layer in multi -ply underlayment systems. 4.4.2 Roofers' Select is an asphalt -impregnated, organic felt reinforced with glass fibers roof underlayment meeting ASTNI D6757 requirements. S. LIMITATIONS:. 5.1 This is a building code evaluation. Neither Trinity IERD 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. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. Exterior Research and. Design, I.I.C. Evaluation Report 11610.09.MR16 Cerdjicnte ofAuthorization #9503 FL112MRIS Revision 16: 02/04/2016 Page 3 of 9 r-\/-- J I RINITY I ERD 5.4 CertainTeed Roof Underl.ayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request. may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: f& v_.i.,..`, w_....a.k:.•.x«...w S++aM!x VYT•.t,,„._.:.uF rr wi, ?z*> s'c'tt.;y': Wood Underlayment Asphalt Nail -On Foam -On Mortar- Metal Shakes & Slate Shingles Tile Tile Set Tile Shingles Roofers' Select Yes No No No No No No WinterGuard HT Yes No No No Yes Yes Yes. WinterGuard Sand Yes. No No No No Yes Yes or Granular Black Diamond Base Yes No No No No Yes Yes Flintlastic.5A Gap No Yes Yes See5.5.1 Yes No Yes Yes Flintlastic SA Cap FR No Yes No No No Yes Yes MetaLayment Yes No No No Yes Yes Yes Flintlastic GTA No Yes 551 Yes No Yes YesYes Flintlastic GMS or No Yes Yes Yes No Yes Yes. Premium GMS See 5 51 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M 2-Component Foam Roof Tile Adhesive AH-160 (FL6332): Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS, Dow TILE BOND' Roof Tile Adhesive (FL717): Flintlastic SA Cap, Flintlastic GMS or Flintlastic Premium GMS 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or Metatayment self -adhered to: New or existing plywood FlintPrime or ASTM D41 primed new or existing plywood. Black Diamond Base, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to; New or existing plywood; FlintPrime, FlintPrime SA or ASTM D41 primed new or existing plywood; FlintPrime, FlintPrime SA or ASTM D41 primed structural concrete. Flintlastic GMS or Flintlastic Premium GMS in. hot asphalt to: FlintPrime or ASTM D41 primed structural concrete. Flintlastic GTA torch -applied to: FlintPrime or ASTM D41 primed structural concrete. Exterior Research and Design, U.C. Evaluation Report 11610.09.08-Ri6. Cefdfla7 ebfAudwthationM03 FL11288-R15 Revision 16: 02/04/2016 Page 4 of 9 TRINIZY ERD 5.6.2 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04- 12) and are used in foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 1 Maximum Design Pressure = -240 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime or ASTM D41. Base Sheet: Black Diamond Base Sheet or Flintlastic Ultra Glass SA, self -adhered. Underlayment: Flintlastic GTA, torch -applied or Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 2 Maximum Design Pressure = -555 psf: Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41. Base: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 3 Maximum Design Pressure = -105.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) FlintPrime, FlintPrime SA or ASTM D41 Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 4 Maximum Design Pressure = -127.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: FlintPrime, FlintPrime SA or ASTM D41 Joints: Min. 4-inch wide strips of Flintlastic SA PlyBase, self -adhered over all plywood joints. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. All other direct -deck, adhered CertainTeed underlayment systems beneath foam -on or mortar -set tile systems carry a Maximum Design Pressure of -45 psf. 5.6.3 Bond to Base Sheet: WinterGuard HT, WinterGuard Sand, WinterGuard Granular or Metatayment self -adhered to: ASTM D226, Type I or II felt. Black Diamond Base Sheet, Flintlastic SA PlyBase, Flintlastic SA Mid Ply, Flintlastic Ultra Glass SA, Flintlastic SA Cap, Flintlastic SA Cap FR self -adhered to: Flintlastic $A NailBase or ASTM D226, Type I or II felt. Flintlastic SA Cap or Flintlastic SA Cap FR self -adhered to: Flintlastic SA PlyBase or Flintlastic SA MidPly. Flintlastic GMS or Flintlastic Premium GMS in hot asphalt to: ASTM D226, Type I or If felt; ASTM D2626 felt, ASTM D4601, Type ll base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Flintlastic GTA. torch -applied to: ASTM D226, TYPe I or II felt; ASTM D2626 felt; ASTM D4601, Type II base sheet, Black Diamond Base Sheet or Flintlastic Ultra Glass SA. Exterior Research and Design, LLC. Evaluation Report 11610.09.08-R16 Certificate of AuthorhaHon M03 FL11289-RlS Revision IS:02/04/1016 Page 5 of 9 TRINITY ERD 5.6.3.1 For installations under mechanically attached prepared. roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on or mortar -set tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), but not less than that detailed below. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. 5.6.3.2 For mechanically attached base sheet in a 2-ply system, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609. 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 5 Maximum Design Pressure=-37.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: ASTM D226, Type If felt or Flintlastic SA NailBase Fasteners: 12 ga., 1X-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch laps and 12-inch o.c. at two (2) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic.SA Cap, self -adhered. 6 Maximum. Design Pressure= -45.0 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-winch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 7 Maximum Design Pressure = -52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 8 Maximum Design Pressure = -52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase fasteners: Min. 1-inch long, 12 ga. Simplex Metal Cap Nails Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced; staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic. SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and. Design, LLG Evaluation Report 11610.09.08-R16 Cenykote of Authodzotton #9503 FL112MR15 Revision 16:02/04/2016 Page 6 of 9 TPJNiTY " ERD i 9 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., N-inch long galvanized ring shank nails through 32 ga., 1 5/8-inch diameter tin caps Spacing: 8-inch o.c. at the min. 2-inch laps and 8-inch o.c. at three (3) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 10 Maximum Design Pressure = -67.5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Cap nails: 1-inch diameter, 0.032-inch thick metal cap with 0.120-inch shank. diameter, annular ring shank nails Spacing: 6-inch o.c. at 4-inch lap and 6-inch o.c. at five (5) equally spaced, staggered center rows in the field of the sheet Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt. 11 Maximum Design Pressure = -75.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., IX -inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 6-inch o.c. at the min. 2-inch laps and 6-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional). Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. 12 Maximum Design Pressure = -90.0 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20; All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 14 Maximum Design Pressure = -105.0 psf: Deck: Min.15/32Anch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Glasbase Base Sheet; Flexiglas Base Sheet; Flintlastic Base 20;. All Weather / Empire Base Sheet; Flintlastic Poly SMS Base; Flintlastic Ultra Poly SMS Base or Yosemite Venting Base Sheet Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced, staggered center rows. Underlayment: Flintlastic GMS or Flintlastic Premium GMS, applied in hot asphalt or Flintlastic GTA, torch -applied. 15 Maximum Design Pressure = -105.0 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Flintlastic SA NailBase Fasteners: 12 ga., N-inch long galvanized ring shank nails through 32 ga., 15/8-inch diameter tin caps Spacing: 4-inch o.c. at the min. 2-inch laps and 4-inch o.c. at four (4) equally spaced, staggered rows in the field of the sheet. Base Ply: (Optional) Flintlastic SA PlyBase or Flintlastic SA Mid Ply, self -adhered. Underlayment: Flintlastic SA Cap, self -adhered. Exterior Research and Design, UC. Evaluation Report 11610.09 08-Pt6 Cerdfle a oJAuthorlrotlon M03 FL11288-R1s Revision 16:02/04/2016 Page 7 of 9 TRINITY ERD 5. 7 Exposure Limitations: Roofers' Select shall not be left exposed for longer than 30-days after installation. Refer to installation instructions specific to anticipated exposure in Section 6. Black Diamond Base, WinterGuard HT, WinterGuard Sand, WinterGuard Granular or MetaLayment shall not be left exposed for longer than 180-days after installation. Flintlastic SA Cap, Flintlastic. SA Cap FR, Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS do not have an exposure limitation, unless the prepared roof covering is to be adhesive -set the atop Flintlastic SA Cap, GTA, GMS or Premium GMS, in which case the maximum exposure is 180 days. Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply and Flintlastic Ultra Glass SA, for use as a base -layer in a multi -ply underlayment system, shall not be left exposed for longer than 30-days after installation, prior to placement of subsequent.underlayment layer. 6. INSTALLATION: 6. 1 CertainTeed Roof Underlayments shall be installed in. accordance with CertainTeed published installation requirements subject to the Limitations set -forth in Section 5 herein and the specifics noted below. 6. 2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the. substrate thoroughly to remove any dust and debris prior to application, and primed the substrate (if applicable). 6. 3 Flintlastic SA NailBase, Flintlastic SA PlyBase, Flintlastic SA Mid Ply or Flintlastic Ultra Glass SA: 6. 3.1 Flintlastic SA NailBase, Flintlastic SA PlyBase and Flintlastic SA Mid Ply are limited to use as a base or mid - layer in multi -ply underlayment systems beneath Flintlastic SA Cap, Flintlastic SA Cap FR. 6. 3.2 Flintlastic Ultra Glass SA is limited to use as a base -layer in multi -ply underlayment systems beneath Flintlastic GTA, Flintlastic GMS or Flintlastic Premium GMS. 6. 3.3 Install the base -layer underlayment to the substrates detailed in Section 5.6 in accordance with CertainTeed published installation instructions, followed by the final underlayment layer in accordance with the instructions outlined below for the particular top -layer underlayment. 6. 3.4 Roof cover limitations are those are those associated with the top -layer underlayment, set forth in Table 1. 6. 4 Black Diamond Base. Flintlastic SA.Cap or SA Cap FR. WinterGuard or MetaLayment: 6. 4.1 Shall be installed in compliance with current CertainTeed published installation requirements and FBC Section 1507 for the type of prepared roof covering to be installed. 6. 4.2 For Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end - laps minimum 6-inch wide, pressed firmly with a seam -roller, and offset end -laps minimum 2 feet from course to course. Consult CertainTeed instructions for use of FlintBond SBS Modified Bitumen Adhesive, trowel grade, on the 64nch end laps and T-seam detailing. Consult CertainTeed instructions regarding back -nailing requirements. 6. 4.3 For Tile Applications (Flintlastic SA Cap, SA Cap FR only) - Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. 6. 5 Flintlastic GTA: 6. 5.1 Flintlastic GTA shall be installed in compliance with. current CertainTeed published installation requirements. For use in the applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual, Sth Edition and Table 1 herein. Exterior Research and. Design, I.I.C. Evaluation Report 11610.09.08-Ri6 Cer0 imte ofAuthorhadon'MO3 FL112MRIS Revision 16: 02/04/2016 Page 8 of 9 TRINITY ERa 6.5.2 Flintlastic GTA shall be fully torch applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide, and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap. edge. 6.5.3 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. 6.5.4 Consult CertainTeed instructions regarding back -nailing requirements. 6.6 Flintlastic GMS or FlintlastirPremium GMS: 6.6.1 Flintlastic GMS or Flintlastic Premium GMS shall be installed in compliance with. current CertainTeed published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 04-12) Installation Manual; 5th Edition and Table 1 herein. 6.6.2 Flintlastic GMS or Flintlastic Premium GMS shall be fully asphalt -applied to the substrates noted in Section 5.6. Side (horizontal) laps shall be minimum 3-inch and end (vertical) laps minimum 6-inch wide; and offset end -laps minimum 3 feet from course to course. Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6.3 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment: 6.6.4 Consult CertainTeed instructions regarding bask. -nailing requirements. 6.7 Roofers' Select: 6.7.1 Standard -Slope Application (4:12 and greater): Starting at the lower edge of the roof, apply a single layer of Roofers' Select parallel to the eaves, overhanging drip edge by %-inch. Overlap ends (vertical laps) at least 4-inch and sides (horizontal laps) at least 2-inch. Offset end laps from course to course at least 6- feet. Apply flat and unwrinkled, fastening as required to hold in place.. 6.7.2 Low Slope Application (2:12 up to 4:12): Starting at the lower edge of the roof, cover the entire deck by applying a double layer of Roofers' Select parallel to the eaves. Begin by applying a 19-inch wide starter strip of Roofers' Select along the eaves, overlapping the drip edge by I4-inch. Place a full -width sheet over the starter, with lower edge flush to the starter's lower edge. Apply succeeding 36=inch wide courses up the roof slope, overlapping the previous course by 19-inch in "shingle -fashion". Overlap ends at least 12- inch. Offset end laps from course to course at least 6-feet. Apply flat and unwrinkled, fastening as required to hold in place. 6.7.3 Eaves Flashing for Ice Dam Protection (all slopes): Eaves flashing may be constructed from self -adhering waterproofing underlayment holding Florida Product Approval, or by applying a double layer of Roofers' Select cemented together with asphalt roofing cement (ASTM D 4586, Type II). Eaves flashing should be installed to a level of at least 24-inch inside the interior wall line, or in areas of severe icing, at least up to the highest water level expected to occur from ice dams to the satisfaction of the Authority Having Jurisdiction. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named CIA entity for information on plants covered under Rule 61G20-3 CIA requirements. 6. QUALITY ASSURANCE ENTITY: UL, LLC. — QUA9625; (414) 24876409; karen.buchmann@ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 11610.09.08-R16 CwWf sate of Auth"&adon #9503 FUI298-R15 Revision 16: 02/04/2016 Page 9'of 9 D lE City of Sanford Building Division Residential Re -Roof Inspection Policy & Procedures PERMITTING REQUIREMENTS — NO PLAN REVIEw REQUIRED This document (signed) along with an accurate and completed Residential Re -Roof Scope of Work are required to be submitted as part of your permit application. The Scope of Work must include all applicable Florida Product Approval numbers for all roof components that will be installed on the project. A permit will not be issued without these documents. Copies will be made to post on the job site. Projects located in the Sanford Historic District will require plan review and approval by the Sanford Historic Preservation Board INSPECTION POLICY & PROCEDURES A Final Roof Inspection is the only inspection required for Residential (Single Family, Townhouse, Mobile Home, Apartment and/or Condominium) Re -Roof Permits. The Following is required to be provide on the job site: Permit Card, posted in a conspicuous and weatherproof location Completed Residential Re -Roof Scope of Work Completed and Notarized Inspection Affidavit All Florida Product Approval and Corresponding Installation Instructions Product Approval shall match what is on the scope of work) Digital Photographs (must include the permit number or address in each picture) o Each plane of the roof, showing the underlayment installed o Roof Deck Nailing Pattern & Spacing (including a measuring device or ruler) o Roof Deck Nails used (including a measuring device or ruler showing size of nails) o Underlayment Pattern & Spacing (including a measuring device or ruler) o Drip Edge & Valley Attachment (including a measuring device or ruler) o Shingles installed, nail pattern and location of nails Skylights ( if applicable) o Digital photographs showing all installation components, per FL Product Approval o Digital photographs showing all required flashing, per FL Product Approval Failure to follow these specific guidelines will res n affidavit provided by a Florida Design Professional ( architect or engineer), certifyin C c e compliance by personal inspection. CONTRACTOR ( OR OWNER/BUILDER) SIGNATURE: DATE: . / JOB ADDRESS: V46 & cz PERMIT # _ CTV `f jj City of Sanford Building Division Residential Re -Roof Scope of Work 2- 1 STRUCTURE TYPE: O SINGLE FAMILY RESIDENCE/TOWNHOUSE O MOBILE HOME O APARTMENT/CONDOMINIUM RE -ROOF TYPE: REPLACEMENT (TEAR OFF EXISTING ROOF AND REPLACE WITH NEW COMPONENTS) RE-COVER (NEW ROOF INSTALLED OVER EXISTING ROOF DECK TYPE PLEASE SPECIFY: PLEASE NOTE: ONL Y 100 SQUARE FEET OF THE EXISTING DECK IS PERMITTED TO BE REPLACED" ROOF VENTILATION: O OFF -RIDGE O RIDGE O SOFFIT OPOWERED VENT SKYLIGHTS: O YES (2)-NO IF YES, PLEASE PROVIDE FLORIDA PRODUCT APPROVAL #: MAIN ROOF AREA ROOF SLOPE: O LESS THAN 2:12 0 2:12 — 4:12 O 4:12 OR GREATER O TURBINES TYPE OF ROOF FLORIDA PRODUCT APPROVAL INGLE MANUFACTURER pltii FL# ' O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# O INSULATED FL# O TILE FL# O OTHER: FL# ROOF EXTENSIONS (PORCHES, PATIOS, ETC.) **IFAPPLICABLE** ROOF SLOPE: O LESS THAN 2:12 O 2:12 - 4:12 O 4:12 OR GREATER TYPE OF ROOF MANUFACTURER FLORIDA PRODUCT APPROVAL O SHINGLE FL# O METAL FL# O MODIFIED BITUMEN FL# O TORCH DOWN FL# O INSULATED FL# O TILE FL# 0 OTHER: FL# try 77 PERMIT #: City of Sanford Building and Fire Prevention RESIDENTIAL RE -ROOF INSPECTION AFFIDAVIT NAILING, SHEATHING, DRY -IN, FLASHING, AND ALL FINAL ROOF COVERINGS ADDRESS:' Z y b S . 0 G`k(- AJ - S•n IFL 3 2 1 I V- 6 0 ` - © C "v <` , AS A(N) GENERAL, BUILDING, RESIDENTIAL, OR ROOFING CONTRACTOR, ENGINEER, ARCHITECT, OF F.S. CHAPTER 468 BUILDING INSPECTOR, I HEREBY AFFIRM, THAT ALL OF THE FOREGOING INFORMATION IS TRUE AND ACCURATE AND THAT ALL ROOFING COMPONENTS LISTED ON THE SCOPE OF WORK AT THE ABOVE REFERENCED ADDRESS HAVE BEEN INSTALLED IN ACCORDANCE WITH THEIR PRODUCT APPROVALS AND ALL APPLICABLE CODE REQUIREMENTS - SPECIFICALLY FLORIDA BUILDING CODE, EXISTING BUILDING. IN ADDITION I CERTIFY THE INSTALLATION MEETS ALL REQUIREMENTS FOR SECONDARY WATER BARRIER AND NAILING OF THE ROOF DECK, IN ACCORDANCE WITH THE HURRICANE RETROFIT MANUAL REQUIREMENTS (BASED ON F.S. CHAPTER 553.844). LICENSE #: COMPANY / CONTRACTOR: -TG ` ko n CONTRACTOR SIGNATURE: DATE: / / MUST BE SIGNED BY LICENSE HOLDER OR 0WNE R) A FINAL ROOF INSPECTION IS REQUIRED: THIS SIGNED AND NOTARIZED AFFIDAVIT MUST BE PROVIDED AT THE JOB SITE AT THE TIME OF THE FINAL ROOF INSPECTION, ALONG WITH DIGITAL PHOTOGRAPHS OF EACH PLANE OF THE ROOF SHOWING IN DETAIL ALL COMPONENTS (DECKING, UNDERLAYMENT, FLASHING, DRIP EDGE ATTACHMENT) WITH THE PERMIT NUMBER OR ADDRESS CLEARLY MARKED ON THE DECK FOR EACH INSPECTION. THE PHOTOGRAPHS MUST INCLUDE A RULER OR MEASURING DEVICE TO CONFIRM ALL NAIL SPACING AND OVERLAPS, INCLUDING DRIP EDGE AND VALLEY FLASHING. PLEASE REFER TO THE RE -ROOF POLICY AND INSPECTION PROCEDURE PAPERWORK FOR FURTHER EXPLANATION OF ALL REQUIREMENTS. FAILURE TO FOLLOW ALL REQUIREMENTS WILL RESULT IN A FAILED INSPECTION, A RE -INSPECTION FEE AS WELL AS REQUIRING A DESIGN PROFESSIONAL (ARCHITECT OR ENGINEER) TO CERTIFY, BASED ON PERSONAL INSPECTION, THE INSTALLATION OF ALL ROOFING COMPONENTS. STATE OF FLORIDA COUNTY OF _5 44 1 tL O (C Sworn to and Subscribed before me this day of J« I 20 a by: CC j tolf\-On Who is Personally Known to me or has Produced (type of identific -on) as identification. r • SI ature o Notary r o" ! UNDSAY M. KINKEL ate of Florida a . . i Commission # GG 121180 w c Expires J* 4, 2021 TFOF Floe\ Boded Ihv &dpel Notary ServicaS Print/Type/Stamp Name of Notary Public