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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFOMUSTBE COMPLETED FOR APPLICATION TO BE ACCEPTED 1 Date: Permit Number: ` � f RECEIVED �• i Building Permit Application AUG 0 8 2018 Planning and Development Services ST. Lucie County, Permitting Building and Code•Regulation.Division..--., 2300 Virginia Avenue,fort Pierce.FL 34982 Phone: (772)46274953= Fax::(772)462-1578'�''%­-Commercial R_b.idential . PERMIT APPLri'CATIO:N.-F.OR'.-v ` - Address: �9 .. U� �\t(1 11 1NL C° � 0 S L Legal DescriptionsA,( C,a.C\YoG AA N L. �\K_ JO •Z., pi- �y Property Tax lD#:— �� � -t- p � 2 �1 L p( :-`7 Lot No. _ Site Plan Name: Block No.3b Project Name: Setbacks Front Back: Right Side: Left Side: �►��TAIL D����tIPsTIQN (`�F'1711(�RiC � ; �'� � � f�` �� _ sir ate- T � 'F cnIRN�iVFRAO,N Additional work to be per orme un er t is permit-check all tat appy: —Mechanical —Gas Tank _Gas Piping Shutters Windows/ oors _Electric —Plumbing ^Sprinklers Generator A---Roof f�-Pitch Total Sq. Ft of Construction: 1 Sq. Ft.of First Floor: Cost of Construction:$ tp�S Utilities: —Sewer _Septic Building Height: /0 A �.� iw IF F.Y +f - ?m �-'�rZ ,y 43 -y� 4F E �fi i �FLFTRA3L.TE1' �� - MW Name �-� -- AM Name: GAG 4--,( -c.-C_ I�.c.�.k- Company: -VI--C 0 City: State: I Address: (� �j �G� �-C�Ct 1 w� }llie Zip Code: -<3L4 Fax: City: �Jl.--•- State: Phone No. or��- � Zip Code: `�L4 9i Fax: E-Mail:_ ,i. Phone No - - 2 --"S-9 2.- Fill in fee simple Title Holder on next page (if different E-Mail r''� C-c,(,-L.-.- {L from the Owner listed above) State or County LicenseL'� If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. _..... _,,.r_ DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone- Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License older STATE OF FLORIDASTATE:OF FLORIDA COUNTY OF IE COUNTY OF Thergoing inst ument was acknowledge before me The for ing instrutent was acknowledge before me this day of 20 by this day of 20 by _�p' U (Name of p on acknowledging) (Name of person acknowledging) AA (Signature of Notary Public-State6f Ploricla) (Signature of Notary Public-State of Florida) Personally Known OR Produced Identification I / Personally Known OR Produced Identification Type of Identifi Type of Identificatii Produced KAREN S NIELSEN Produced NIELSEN =r° State of Florida-Notary Public '-state of FI *_ 9qE�da otary Public Commission No. ra Commission(980)207484 Commission No. :� = Commisst � C 207484 y Commission Expires "%,,oP,����� My Cornmission Expires J, °P`� June 12, 207_2 "" June 12, 2022 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. RECEIVED " EXTERIOR RESEARCH&DESIGN,I.I.C. Cert"frcate of Authorkation#9503 AUG 4 2018 i 353 CHRISTIAN STREET,UNiT#13 I OXFORD,Cr 06478 . . .........:"''°". ......-........:;.;:.-,: ST. LUCIe-aunty, Pen•nittir (203)262-9245 EVALUATION REPORT TRI-Bu1LT Materials'Group,LLCva atlon ReportM"W.10.12-R6 PO Box 70 FL16048-R6 Rutherford,NJ 07070 ILEEkz'morj Date of Issuance:10/25/2012 (800)516.1485 r Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61620-3 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 6e' Edition (2017) Florida.Building Code sections noted herein. DlscluPnoN: TRI-BUILT Roof Undedayments LAKUNe: Labeling shall, be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUEDCommw4 B: 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)ERD requires a complete review of this. Evaluation Report relative to updated Code requirements with each Code Cycle. AbvtirnsEN mr.The Evaluation Report number preceded by the words 'TrinityI ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECnom 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 6. Prepared by: «'" ;•,! '" -1 . �d�l�rty 4g:,t�r'�� . may'' `''�`•= `���:-' Robert J.M.Nieminen,P.E. '`�� .. 1102v5t;ti- ThefaaimgosealappearinBwasautlwrtredbYRobeRNiem6ren. Florida Registrabon No.59156,Florida D AANE1983 v.ea,0s/25r2017.TMsdoesnatsumasandechaucatlysIS Jnr. Campcu'nom of i osviowca 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing productvit evaluates. 2. Trinityl 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 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 the product 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen,P.E.are, in anyway,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: TRI-BUILT Roof Underlayments, as produced by TR!-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 6a'Edition(2017)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 Property .Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 3. REFERENCES: Entitv Examination Reference Date ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TS7176049) Physical Properties 540540.03.14 03/26/2014 ERD(TS76049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-111 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) o Physical Properties 540540.10.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD tMM049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD(TST6049) Wind Resistance SC14045.05.17-RS 06/07/2017 UL,LLG(QUA9625) Quality Control Multiple-Listing R16814 12/10/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width;meets ASTM D1970. . 4.2 Tri-Built S/A HT TU Underlayment Is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970 and FRSA/1RI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering, glass-mat reinforced, film surfaced, SBS modified bitumen roof underlayment;meets ASTM D1970. S. LIMRATIONS: 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is,not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,LLC. Evaluation ReportA42960 CerWmw ofAuMatwiffan NW3 6'"EDRMN(2017)FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlaymerts;(800)S16-148s Revision 6:09/25/2017 g Page 2 of 6 5.4 TRI-BUILT Roof Underlayments 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5-5 Allowable Roof Covers: AspUnderlayment Shhingles Nail-On Tile Foam-On Tile Metal Wood hakes S ngles Slate Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset®AH-160 FL6332 Tri-Built S/A HT TU Underlayment Dow TileBond"' FL22525 ,Tri-Built S/A HT TU Underlayment 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A 'Underlayment applied to: ➢ Plywood;ASTM D41 primed plywood;OSB;ASTM D41 primed OSB;Southern Yellow Pine;ASTM D41 primed Southern Yellow Pine;ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT Materials Group,LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-adhering underlayment. 5.6.2 Bond=to-lnsulation: Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on.tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval forOvertuming Moment Resistance Performance. Exterior Research and Design,Ur- Evaluation ReportA42960.70.12-R6. Cerdjicow ofAud)mtwdorr EDITION(2017)FBC NON-HVHZ EVALUATION FL16048_R TRI-BUILT Roof Underlayments;(800)516-1485 Revision 6:09/25/2017 Page 3of6 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: > ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on tile systems (Tri-Built S/A HT TU Underlayment only),base layer shall be attached per minimum requirements of FRSA/TRl April 2012(04- 12). 0412). 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (0412) does not address wind uplift resistance of all underlayment systems beneath.foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012(0412)and are used in foam-on file 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(0412),Appendix A,Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure=-45.0 asf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #2 Maximum Design Pressure=-67.5 Dsf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. #3 Maximum Design Pressure=-150.0 osf: Deck: Min. 15/32-inch APA-rated BOX plywood (may be installed C-side up)to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation:Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional)RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no _ voids/bridging at side and end-laps. #4 Maximum Design Pressure=-60.0 asf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails(FBC 1517.5.1) and tin caps(FBC 1517.5.2)spaced 6-inch o.c.at the 4-inch laps and 64nch o.c.in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HTTU Underlayment,self-adhered. bftdor Research and Design,LLC. Evaluation ReportA42MMM12-R6 CerW=W ofAudsorhotion J#9503 6'EDITION(2017)FBC NON-HVHZ EVALUATION 816048-R6 TRI-BUILT Roof undedayments,(800)516-1485 Revision 6-.09/25/2017 Page 4 of 6 5.6.4.1 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(0412),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayinent shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippase Limitations(TAS 103 per FRSA/TRI April 2012(0412)): When loading roof tiles on the underlayment in direct-deck tile assemblies,the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. Underiayment 7 Tile Profile Staging Method Ma)dmum Slope _ Flat Max.10 the stack 6:12 Lugged Max.10-tile stack 5:12 Max.10-tile stack(bottom 2-tile stack shall be.inverted,followed by 8 tiles high 6:12 on slope,as shown below) Tri-Built S/A HT TU Underlayment Lugged 7 Exterior Research and Design,LLC cep ofAulbWkWan#9503 6'"EDITION(2017)FBC NON-14VK EVALUATION Evaluation ReportA4296010 6 r6 TRI-BUILT Roof UnderlayrtteMs;(800)536-1485 Revislon 6:09/25/2017 Page 5of6 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TR1-BUILT Materials Group, LLC 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 prime the substrate(if applicable). - 6.3 Tri-Built Land-it SA Shingle Underi fflMent Tri-Built S/A HT TU Underlavment or Tri-Built Smooth HT SIA Underiayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FSC Table 1507.1.1 for the type of prepared roof covering to be installed, 6.3.2 Non-Tile ayolicatons: While priming is optional,TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll,broom or hand-press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below,sealed in accordance with TRI-BUILT Materials Group,CLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back-nailing In the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valiey.or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built SIA HT TU Underlavment onlv): Reference is made to FRSA/PRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For foam-on tile applications,reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope-of FRSA/TRI April 2012(0412). Tile shall be loaded and staged in a manner that. prevents Ile slippage and/or damage to the underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for Ile staging. 7. BUILDING PERw REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Gulfport,MS 9. QUALITY ASSURANCE ENTITY• UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report AQW0.1o. 4W Certpote ofAudwrkadw AWO a EDITION(2017)FOC NON-HVHZ EVALUATION IT160484R6 TRI-BUILT Roof undedayments,(800)526-1485 Revision 6.-09/25/2017 Page 6 of 6 i f • aas rrome ! LC9 m use[Le Con i trot row i S< s+ua►vse i s &Fact. 1 Pub� t FeC 5�r am S02 Yap i u� 1 Se�h f d Approval A Ebw RECEIVED Y•� Pt &Kt A00MR4 New>Applicatim Detail AUG 0 8 2018 FL FL10674-R13 Application Type RevisionST. Lucie C9unty, Permitting Code Version 2017 Application Staters Approved Comments I Archived - rLE Product Manufacturer Owens Coming Address/Phone/Email One Owens Coming Parkway Toledo,CJFi 43659 •(740)404-7829 greg.keeler@owenscoming.aom AuthoSignature Greg Keeler greg.keeler@owensooming.com Technical Representative Mel Sancrant Address/Phone/Email 1(livens Coming PKWY Toledo,OH 43659 (419)3768360 mel.sancrant@owensmmig.eom Quality Assurance Representative AddreWPhone/Email Category Roofing Subcategory Asphalt Shingles 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 J.M.Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Qua1r7.Y Assurance Contract Expiration Date 05/16/2020 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL Q 4 R13 COI 2017 01 COI Niemirren_odf Referenced Standard and Year(of Standard) St dard rear ASTM D3161 2016 ASTM D3462 2010 ittps://www.floridabuilding.org/pr/pr app dtf mpx?param=wGEVXQwtDgtBNbEYSV462boQT,62b6w7ahReglCQ8ucR6ixEBFhs7tuJgZew%3d%ad Page 1 of 2 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/112017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 of Products FL# Model,Number-or Name Desc iption 10674.1 Owens Coming Asphalt Roofing 3-t3b,4-tab,5-tab,laminated,starter and hip&ridge shingles I ' Shingles and Starters Lhnits of Use installation roes Approved for use in HVHZ No FLiQ674 Ria U 2017 10 N.dE ER O-C ASMiA T Approved for use outside HVHZ:Yes cr MLES Fr UQU -per€ Impact Reskdaeb N/A Verffiied BY: Robert 3.M.Nieminen PE-59166 Design pressure:N/A Created by independent Thea Party:Yes Otir es:Refer to tat,Section S. Evaluation Reports FLIW4 Ria AE 2017 10 FWAL ER QC ASPHALT S .t Fe FL10674-R13: Of Created by Independent Third Marty:Yes Ptrare:SSt)487-1824 The State of Florida is an AA/EO erriWoyer.caovriatd:2007-2of3 sr�e aF FIQid3::Prima S-C3�::Azaamlymm 54ftment::Rated tr under Florida law,—ma address are public remrdsif you do not want your ectal ad*—-teased ar response to a pubic-Raords newuiesr.do oat sad demonic mail to ff&enw kmbwd,mrfact the dike by phone or by wetianal aiaL Ir have arty tprestiarr.I P�cmtadr 89DAG7.139&*P4ms= to Section 455.275(1),Florida Stags,a fecom Omober L 2012 Dammam icarsed Lader Ch�r455 F�narst provide the Depamaeatwth an 7 address ifthey have tare The arrais provided may be used for officiai meson wo the acermee.However-email addressesare public record.tf yar do od wsh to supply a par=ng address,pir$se prwAde the Departmart with an eae0 address which can�ave to the pubbm Ib de0anr�re If you am a rroetsee toder 4551 Fs., PtO�wPDrwat haps.//wwwJioridabuiWing-org/pr/pr_app_dti-aspx?param=wGEVXQwtDgtBNbEY5V562boQT%2b6w7ahReglCQ8ucR6i cEBFhs7tvJgZewY.sd5M Page 2 of 2 EXTERIOR RESEARCH&DESIGN,LLC- 353 CHRISTIAN STREET,UNIT 813 OXFORD,Cr 06478 (203)262-9245 EVAWATION REPORT Owens Coming Evaluation Repoli 037990.02.32-R8 One Owens Coming Parkway fL10 4413 Toledo,OH 43659 Date of Ishan M 02/06/2032 (740)404-7829 Revision 8: 10/09/2037 SCOPE: This Evaluation Report is issued under Rule 61620-3 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 Nierninen, 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 0 Edition (20M Florida Btulft Code sections noted herein: DEStRIP m: Owens Coming Asphalt Roof Shingles I.Awam: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 15072-7.1/R905.7-6.3. CONTOMW COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions or the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert N'ieminen,P.E.if the 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 Cyde. ADvEffnSDAENr.The Evaluation,Report number preceded by the words"Trinity I ERD Evaluated"may be splayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety_ MpEcnm: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 Olfidal. This Evaluation Report consists of pages i through.S. Robert J.M.Ni minen,P.E. 'a , t Hondo Na 53166,Florida DG1 ANElm � sO' at rs W to m,R seat appearsg was autl ws r is Robert -+o+�,.,�n"'' tom,P.E oa 10/bB!1037.iBis does notsave asap CmTw-4n mor-bwau e6ca-*ayswred docHaent L 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. I TrinitylERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates I Robert Nleminen,P.E does riot-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 the product 5. This is a building code evaluation. Neither TrinitylERD 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 pem*ft or design guidance unless retained specifim(lyforthat purpose. JERD ROOFING SYFfM EVALUMM; 1. Std Product Category. Roofing Sub4ategory: Asphalt Shingles CompOasrae 9 t: Owens Corrft Asphalt Roof Shingles,as produced by Owens Coat#have demordVated compliance with the following sections of the 6k Edition(2027) lea MAding Code and ftub Building Code, Resided Volume 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: t Barg Year 1587.24 R905Z.4 Phy*A Properties ASTM D3462 2010 1507.2.7.1,8905.2.61 Wind Resistance ASTM D3161 2016 1507271,R9052.61 Wind Resistance ASTM D7158 2011 3. RUMBICEB: Examination Reference , Date UL LLC(CER9626) Physicals&Wind Resistance File 82453,Vol.3 02/15/2007 UL U.C(CER9526) Physcats&Wind Resistance 20120516.12453 05116/2012 UL LLC(Mr96 28) Physical Properties 06CA2am3 04/18/2006 ULLLC(IS79628) Wind Resistance 11CA343M 02/18/2012 UL LLMC Cr5r967.8) Physicals&Wind Resistance 4786093/37 02/01/2{}34 UL U.,C(TST96a) Wind Resistance 4786126532 02/10/2014 ULU.CJTST9628) Physicw Properties Classification letter 02/13/2014 UL U.0(75/9628) Physical Properties Cu ssif"c(ation letter 10/OWj2015 MtatnWDade(CER3592) FSC HVHZ Compliance Various NOAs Various UL LLC(Qi3A.9625) Quality control Service Confirmation Exp.05/16/2020 4. PRoDIrcl'DEscw7toN: 4.1 A Ales_ 4.11 -Classic*and Supreme?are fiberglass reinforced,3-tab asphalt root shingles. 4.12 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshirem are fiberglass reinforced,5-tab asphalt roof shingles. 4.L4 Duration*, TruDefinition* Duration*, Duration* Premium Cod, TruDefinition Duration* Designer Color Collection,TruDefinition*Oakridge,Oakridge and WeatherGuart#HP are fiberglass Minfaroed,laminated asphalt roof shingles. 4.2 W- P&RRrdw Shirt : 4.2.1 Berkshire Hip&Ridge Shingles,High Ridge,WeatherGuard HP Hip&Ridge Shingles,Prolidge Hip&Ridge Shingles and DuraRidgeTM Nip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt r oofshiagles. 4.3 hNMM$cartes 5triosr 4.3.1. Starner Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips far asphalt roof shirtgies. S. LLWTATroM 5.1 This-is a building code evaluation. Neither Trinity J ERD nor Robert Nietninen, P.E. are, in any way, the Resigner of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permit ft or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire CJassificCation is not part of this Evaluation Report;refer to current Approved Roofing Materials Wirectory for fire ratings of this product >acww Rem aid Design,ULC Evac Report 0379WAL12�w tarn* i ota1ba►finel m 115 6'"FDrr10N(1017)MC NON-100a EVAWATKMi R105744U3 owl CornMAqO&A ROOStskWM MWkftn&-I"2Di7 Pawl of; ER© 5.4 Wind Classifkation• 5.41 All-Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.L71 and 8905.2.6.1 to ASTM D3161,Class F and/or ASTM D714 Gass H,indicating the shingles are acceptable for use in all wind zones up to V,,d = 150 mph (V,* = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.41 All Owens Cornaig tip & ridge shingles, Starter Strip Shingle and Starter Strap Plus noted herein are gassfied in accordance with FBC Tables 1507.7.1 and 8905.2.6.1 to ASTM 1)3161,Gass F,indicating the shingles are acceptable for use in all wind zones up to Vd=150 mph CV,,*=1%mph). Refer to section 6 for installation requirements to meet this wind rating. 5.43 Classification by ASTM D7158 applies to exposure category B or C,as defined in FBC 1609.4.3,and a mean roof hW t of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contactthe shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5S All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 61620-3. 6. lN5TAUAWN: 6.1 Underlavment» 6.Li Underlayment shall be acceptable to Owens Conning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G 03,per FBC 250723,U07.2A or 8905.2.3. 62 Asphalt Slinsghm 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 250727 or 8905.24.with the following exceptions: ➢ Berkshire*shingles require minimum five(5)nails per-shingle. ➢ Wea>ifeKward�HP shingles require minimum six(6)nails per shingle. Devonshire"'shingles require minimum sic(6)nails per shingle. Starter Strip Shingle and Starter Strip Pius require minimum five(5)nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasbeners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2S. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.25 Minimum Nailing—Starter strip Shingle and Starter Strip Phis: Eilgode� Bed[ brt JJ+ IJ+ K' ti JJ JI J 't t 4r� _ �aiao9.caoe � �� pairialu� 9dedr�iPadoi�IC-iY' erisate�saR'�Re BtLm"Re mth and Deseb LLE. Evak-d-PAVart 037940A=-RS Ge�ioakefAolBarimtfmi iSiti 6"'EMO M PU71 FBC NONNVlit EVALUATM Ff10574-M3 Owens Cor Asphalt Roof SWCks I0/09t2w Page 3 ofa 6.Z6 Minimum Nairwe—cb0fto&Supreme: 1�M riE�#oe �str A a�liufuriilrrowi�s 4w!ll�i Lj 6.Z7 Minimum Mailing—Berkshire*: �- b�rstiex66r ' 00 r a+x Standard Fastening Pattem 6-Nad Fasbenwg Pattern Mansard or Steep Slope Fastening Pattiem E Maar Rmeac►a W Des%,Ur- Eamon Report cert sofAremarfaotian 6'"Eft DU7)FBC[YO*HVHZEVALUAUM fLIW4413 Owens CMwc Asph*RoofSwk9les RewWan&30/09/=7 Pige4ofS QTWA -Y 628 Minimum Nailing—Devonshiren': d was iin�w i opma illiodiaddoodbW t s.T �r a Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 629 Minimum Nailing — Duration! TruDefinitions Duration, Duf3tic a Premium Cool & TruDefinition Duration Designer Color CoUeetion: 4i� DaAoes till'_ ? ! Standard Fastening Pattern 6-Nail Fastening Pattern EWAKSPOT sa40 Mansard or Steep Slope Fastening pattern Boor Reseach and Design,U c— E Amt m Report 037940:02.12-RB otAttbarim0oeD35� &"'E1>DON 0017)FBC NON4M9 EVALUATION RlW4413 Ovre�G A Roof 5lraegles Revision&10/09/2=7 PaWSofa 63 Hip&Ridge Sitinste 63.1 Installation of Bericshee lisp and Ridge Shlngle% WO Ridge,WeadwGuard HP tit and Rde Uftles and Profte Hip & Ridge Shingles shall comply with the Owens Corner current published instructs, using four (4) nails per shingle. Installation of DuraRidge" Hip & Ridge SItIngles shall Comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Conning published information on wind resistance and installation limitations,including the use of hand-sem for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer_'s'published requirements, but not less than FBC 1507.2.6 or 8905.25. Staples are not permitted. 633 Minimum Nailing—Berl¢SadW Hip&Ridge and High Ridge: M4. 4 go.a NOW . . . .. ........ ' r I t r , 63A Minimum Nailing—Wird•HP Hip and Ridge: ilk A . L r ` 2'1 'F_ C C r . r f r t 4 r . _ s arm bftrm Re amh MW DegA WC Evabation Repot o37 ew.1m Cap ooeetiYeRiarie�tioe 6r"Wi WN Pn7)PSC EVAWAiM ft106744U3 Owens oma eAsphak Reef S nevaan atl0taW2m7 RW7af8 635 Minimum Nailing-ProEdge WIP&PUP Shingles: t .o'' Irbosaft • ii..t..R CUM 63.6 Minimum Nailing—Duraiddge"m.i*p&Ridge Shh%ks: Note:The drawings below pertain to minimum,as tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. i 1 ir r { 7. lam: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 72 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FOC Table 3507.2.7.1 I ms5-2.6.1. S. BUUD w PEMA#TREQUOMWIMM. As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product 9. 11AANWAC URNNO PLANM- Contact the named QA entity for information on which plants Produce products covered by Florida Rule 9N-3 QA requirements. 10. C#JAln'YASSURANCE EN71'm UL LLC—QUA9625;(631)546-2458;KanchiAgrawala-Dokania@ul.com END OF EVALUATION REPORT- ede iw Res wul Din,yep- Eton Repwt 0$7946AZAZ-lis � s 6TM Er nco{m.7}»c No*nvmz WALLIA'nON Owens C*m-gAVhait Rauf Page8I8