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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO ^1MUST ��B,nECOMPLETED FOR APPLICATION TO BE'ACCEPTED Date: `�"�waW`` ;Permit Number: COUNTY IRECOED w� Building Permit Application j4AR ®4 Ion Planning and Development Services Building and Code Regulation Division permitting 9""'ment 2300 Virginia Avenue,Fort Pierce FL 34982 St'LuC1e Cunt Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMITTYPE: PROPOSED IMPROVEMENT LOCATION: Address: I NO Property Tax ID#: 1 — Lot No. 1 T2 Site Plan Name: r Block No. J Project Name: S+fJAJ 4 _ I DETAILED DESCRIPTION, FWORK Re-Roof ' I CONS TRUCTIQN,INFORMATION Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping Shutters _Windows/Doors Electric _Plumbing _Sprinklers Generator Roof Pitch Total Sq. Ft of Construction: 35(04 Sq. Ft.of First Floor: Cost of Construction: $_/ oZ� Utilities: —Sewer _Septic Building Height: 2� I OWNER/LESSEE: CONTRACTOR: Name ( Name: Robert Donovan Address: 1,76C? -kaoille fra tmce &A6mL Company: Total Home Roofing City: Utig State: Address:, 597 Haverty Court, Suite 40 Zip Code: 9 17 Fax: City: Rockledge State: �FL Phone No. W05; — 7,,z0-1!9 Zip Code': 32955 Fax: E-Mail: Phone No 321-452-9223 Fill in fee simple Title Holder on next page(if different E-Mail Christa@throofing.com from the Owner listed above) State or County License CM 330489 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. i SUPPLEMEIVTAL.CONSTRUCTION LIE,N LAW.IN FORMATION:- DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: I FEE SIMPLE TITLE HOLDER: C4 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 usie "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,ICONSULT WITH YOUR LENDEMR.AFPATrORNEY BEFORE RECORDING YOUR NOTICE OF EMENT:" Signature of O essee/Contractor as Agent for Owner Signature.of Co nOwnicense Holder STATE OF FLORIQA4 STATE OF FLORI COUNTY OF I AIM COUNTY OF I The forg ing inst ent was acknowledged before me The forg ing instru ent was acknowledged before me this day of r 20�by this nday of / 20Wby ko'btx� 2)m�� Robert Donovan Name of person making statement. Name of person making statement. Personally Known OR Produced Identification Personally Known(/z OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public-Stat Florida) ature of Notary Public- atFlarid Commission No. ":?'� •.(Se§�jRISTA.LYNs&MONS N /` CHRISTkLYNSALMONSQN • ;; MY COMMISSION#GG �o iss i o n N o. 't COMMIIAMI� 930883 No *� EXPIRES•March 10,202 0` EXPIRES:March 10,202Notm 0% 4 •„op q;,,• lio N REVIEWS FRONT •� , SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 2/7/19 i Florida Building Code Online 12/26/19,2:40 PM SCIS Home Log In j User Registration I HotTopi6 Submit Surcharge I S' Com' i Publications I Contact Us SCIS Site Map I Links IpFSearch Florida rProduct Approval t }' )USER:Public User r.Fa,';.Pr.Jh.ssp„ire Q Product Aogroval Menu> Product or Anolication Search>Application List>Application Detail V�� [�"7 +- r FL# FL10674-R15 �1 c Ce Application Type RevisionCode Q, a Q e � Version 2017 J Application Status Approved Qei `�\�c�,Go Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens'Corning Parkway Toledo, OH43659 (740)404-7829 greg.keeler,@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH'43659 (419) 376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer T 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 PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 04/20/2020 Validated By John W. Knezevich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL10674 R15 COI 2019 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D3161 2016 https://www.floridabuilding.org/pr/pr_app_dt].aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahRegICQ8ucR6ixEDL76gG32Q9MA%3d%3d Page 1 of 2 II Florida Building Code Online 2/26/19,2:40 PM ASTM D3462 2010 ASTM D7158 2011 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/15/2019 Date Validated 08/15/2019 Date Pending FBC Approval 08/21/2019 Date Approved 10/15/2019 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab, 5-tab, laminated,starter and hip&ridge Shingles and Starters shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R15 II 2019 08 FINAL ER OC_ASP HALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R15.pdf Impact Resistant: N/A ;Verified By: Robert J. M. Nieminen PE- 59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10674 R15 AE 2019 08 FINAL ER OC ASPHALT SHINGLES FL10674-R15.idf Created by Independent Third Party: Yes Back Next 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 lyou 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 click here. Product Approval Accepts: ® eGtid Credit,Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEDL76gG32Q9MA%3d%3d Page 2 of 2 i NEMO etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTI y REPORTEVALUATION Owens Corning Evaluation Report 037940.02.12-R10 One Owens Corning Parkway FL10674-1115 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829, Revision 10: 08/15/2019 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 6t'Edition (201 7) Florida Building Code sectio s noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. of any changes to the product(s),the Quality Assurance or the production facility location(s). MEMO I etc. 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 "NEMOletc. 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 10. Prepared by: Robert J.M.Nieminen, P.E. fi;e, :r:?: The facsimile seal appearing was authorized byl Robert � . . ,,;. Nieminen,P.E.on 08/15/2019. This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 �s'.;.; �:�''` electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. 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. NEMO I etc.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 NEMO I etc.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. ©2018,NEMO ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 6ih Edition(2017)Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compli�nce is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Prope Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: I Enti Examination Reference Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017 UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-R2453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various PRI(QUA9110) Quality Control Service Confirmation 04/OS/2020 PRODUCT4. DESCRIPTION: 4.1 ACCESSORY STARTERS' 4.1.1 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter are starter strips for asphalt roof shingles. Meets ASTM D3462. 4.1.2 Starter Shingle Roll is a mineral-surfaced,fiberglass-reinforced,self-adhering SBS modified bitumen starter strip, nominal 7.2-inch wide x 33-ft 4-inch long roll,for use with asphalt shingles. Meets ASTM D1970. 4.2 ASPHALTSHINGLES: 4.2.1 Classic'and Supreme'are fiberglass reinforced,3-tab asphalt roof shingles. Meets ASTM D3462. 4.2.2 Berkshire'are fiberglass reinforced,4-tab asphalt roof shingles. Meets ASTM D3462. 4.2.3 Duration°,TruDefin'ifion Duration,Duration°Premium Cool,TruDefinition*Duration'Designer Color Collection, TruDefinition®Oakridge', Oakridge` and WeatherGuard' HP are fiberglass reinforced, laminated aspha t roof shingles. Meets ASTM D3462. 4.3 HIP&RIDGE SHINGLES: 4.3.1 Berkshire'Hip&Ridge Shingles with Sealant,DuraRidge®Hip&Ridge Shingles with Sealant,P_roEdje—!:Hip_&Ridge Sfiingies and WeatherGuard'HP Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. Meets ASTM D3462. NEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#324s5 CH EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R35 Owens Corning Asphalt Roof Shingles Revision 10:08JP/2019 Page 2 of 10 I MEMO etc. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC,LLC 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. 5.4 Wind Classification: 5.4.1 The Owens Corning asphalt shingles noted in Section 4.2 are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating acceptable use in all wind zones UP to Vasa=150 mph (Vast=194 mph). Refer to Section 6 for installation requirements to meet this wind rating. Note: Classification by ASTM D7158 applies only to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.2 Starter Strip Shingle,Starter Strip Plus and SRS TopShield Starter noted in Section 4.1.1 and the Owens Corning hip & ridge shingles noted in Section 4.3 are Classified in accordance with FBC-Tables 1507.2.7.1 and R905.2. '1 to ASTM D3161,Class F, indicating acceptable use in all wind zones up to Vasd= 150 mph (Vit= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3i INSTALLATION:6. 6.1 GENERAL: 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off) or recover applications,subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens Corning current published instructions using minimum five(5)nailsper strip. Feftmdedayment ', Deck Fdaededarmaa h—Deck tveara s Se84dhered , WeadmLocks l arlderlaymm ' Ddpe4e Imp M11aHs!orated r-r trom me Instau first Se@-searure adhesive �+eshe Starter Strip _ positiaoedalonpeave ��"�Strgp" - v � +�+•a•+r'e ddnplele7Mh \ wrkhPrarovad \ 8'reaoved Starter Sftshinoleoverhanpseaves andrakes'/i-Yi SnrtarS't*PWorn6agreavesandrake.vr-u4• Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus MEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL10I674-R15 Owens Corning Asphalt Roof Shingles Revision 30:08/15/2019 Page 3 of 10 ONEMOjetc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck f^ Undedayment Drip edge ,. Drip edge ySr t � ` Starter Shingle Roll adhered r `' " directly to undedayment and primed drip edge Self-sealing adhesive positioned along eaves i Figure 3:Starter Shingle Roll 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four(4)nails per shingle in accordance with FBC 1507.2.7 or R905.2.6,with the following exceptions: ➢ Berkshire shingles require minimum five(5)nails per shingle. ➢ WeatherGuard®HP shingles require minimum six(6) nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Classic®&Supreme: Normal Mansard or Area para Normal Mansard or Area para Wind Areas High Wind desvones y Wind Areas High Wind desvanes y Area per&vientos normales Areas vientos Mertes Area pen vientos nonmles Areas vientos fvertas t.. t. 2• IB 2- t-� t" (A} t- (Y z• (B tr tr tz tzt 5"Exposure 5 51W F.xposom Exposition Frrposicion Figure 4:Minimum Nailing,Classic&Supreme Figure 5:Minimum Nailing,Classic&Supreme (Standard Size) (Metric Size) NEMO ETC,LLC Evaluation Report 037940.02.12-1130 Certificate of Authorization 1132455 6m EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 4 of 10 I 14NEmo etc. 6.3.1.2 Berkshire®: Seaiart strip Sealant strip La tira doseflador La tira de sepador 1" aw 9 Vf 9 W $Vi' } .8 t" ��J t �•J OF r I Figure 6: 5-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire Sealants" Lat$adeseRadr 04 bel 0 r s of svf s�c sof 1 •��� 2" Asphalt roofing cement Cemento de techode astafto Figure 8: Mansard or Steep Slope Pattern,Berkshire NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate oJAuthorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 5 of 10 OMEMO etc. 6.3.1.3 Duration® Tru Definition®Duration Duration®Premium Cool&Tru Definition®Duration®Designer Color Collection: 4-Nail Fastening Pattem SureNaiW fastening area width Nail,Typical 12" P7 Rwxns Coming S—Maa • o S enaMO • a—C—ing 5..Nai% • 6-118" 5-518" :!Doss•. Figure 9:Standard 4-Nail Pattern,Duration 6-Nail Fastening Pattern SureNall®fastening area width Nail,Typical 1" 12" 12" 1" Rrmns Como+9 SweYaP • �;anS Euiwo�suaap •,Ow:ns Coinusg Sweni30 • 6 118" �sK Figure 10: 6-Nail Pattern,Duration Fastening for Slopes Greater Than 21:12 SureNallO fastening area width Nall,Typical 1" 12" 12" A. •T'+ens Comi�p SwetWJ' • 'RmS Bmwo�suaxo •Owens Coming SwMJaa • _ @—T2n Four 1"Spots of Asphalt;Roofing Cement Figure 11: Mansard or Steep Slope Pattern,Duration NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10i 674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 6 of 10 - I ONEMO etc. 6.3.1.4 TruDefinition•Oakridge®.Oakridge®: 4 Nail Pattem Esguema con 4 davos 1" 1' 5 SAr ExposureNails 5 518"Exposure Expodd6nde66/Sptdg clavus Egoddkinde66/8pulg.- i Figure 12:Standard 4-Nail Pattern,Oakridge 6 Nail Pattern Esquema con 6 efavos t' t I I 5 518"Exposure clavos 5 518"Exposure fl Exposfddn de 66/8 pulg. Egosfd6n de 6618pufg. Figure 13:6-Nail Pattern,Oakridge Fastening for Slopes Greater Than 21:12 sareNalm fastening area w fdth. Nag.Typteal r fr tt• r •�vtmmw s.cw •. mse+n.�m++.n •o.a.,c�ae s.d+n- • fi-1B•S.6I8^ - FEe T r Four V Spots ofAsphA RodbM Cement Figure 14:Mansard or Steep-Slope Pattern,Oakridge NEMO ETC,LLC Evaluation Report 037940.0.12-1110 Certificate of Authorization#32455 0 EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-RlS Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 7 of 10 I I OMEMO etc. 6.3.1.5 WeatherGuard®HP: r Irl 112 p g�, �h_12 Rtg_1PdgIj NA axm 5 5i8'Epc�ve 5 5f8'Ex�ppoaue E�posiridn de 5 5.B ping &pasickn 5 5i8 pukj. Figure 15:6-Nail Pattern,WeatherGuard HP 6 Nail Pattern Esquema con 6 clavos Nail 6118"from bottom of shingle Clove a 6118 ping.de la 5 518"Exposure fi su e�tadores pxte inferior de la tqa Exposicion de 5 518 pulg. ) �114 1 p1 12 • 124 • • • • R{oi} • — i Four 1"Spots of Asphalt Roof Cement Cuatro pumas de cemento de terho de ssfalto de 1 pada Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP i 6.4 HIP&RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. ➢ Berkshire® Hip and Ridge Shingles with Sealant and DuraRidge® Hip & Ridge Shingles with Sealant require minimum two(2)nails per shingle. ➢ WeatherGuard® HP Hip and Ridge Shingles and ProEdge® Hip & Ridge Shingles require minimum four (4) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. MEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1d674-R15 Owens Corning Asphalt Roof Shingles Revision 30:08%15/2019 Page 8 of 10 r� ONEMO etc. 6.4.1.1 Berkshire®Hip&Ridge with Sealant and DuraRidge®Hip&Ridge Shingles with Sealant: Fig. A Fig. B Prevailing Wind Direction Top View del viento predominante Vitoup or 1" Nail 2s/a Claw a I • Nails Owens coming su e w • �i' Clavos� I I I p I l I• 4 I j j dl� v Cc ; Ellposure I e Fici6n de 8 pulg e I A 12" Figure 17:Isometric View,Berkshire and Dura Ridge Figure 18:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard®HP Hip&Ridge Shingles: Fig,A q 4 Fig.C Hip&Ridge Shingle Fastening PrevaOing wind Top Vlew '�-Olredbn A P Nalls`\ 4 4 Nalls Naps ,44A i i T' I I 7• 2.. A I I i I A Exposure S' Exposure _ iz Figure 19:Isometric View,WeatherGuard HP Hip&Ridge Figure 20:Plan View,WeatherGuard HP Hip&Ridge I NEMO ETC,LLC Evaluation Report 037940.02.12-R10 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10:08/15/2019 Page 9 of 10 i I NNEMO etc. 6.4.1.3 ProEdge®Hip&Ridge Shingles: Prevailing Standard —11°—• Wind Directionp Fastening Sealant Strip Pattern 6°Exposure ~ � �� I•.� -.�.I I,� t2' 1 } Sealant Fasten7'h° 7 1h, F6'Exposure Cover Exposed 1 Fasteners with Roof Cement Figure 21:Isometric View,ProEdge Figure 22: Plan View,ProEdge 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBCITable 1507.2.7.1/R905.2.6.1. 8. BUILDING As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. t QUALITY PRI Construction Materials Technologies, LLC—QUA9110; 813 621-5777;bwilson@pricmt.com - END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 037940.02.12-1110 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL1d674-R15 Owens Corning Asphalt Roof Shingles Revision 30:08/15/2019 Page 110 of 10 Florida Building Code Online (�;> 7 12/26/19,2:47 PM �A OAK.. i �� ,a-�� f. .•t,`�I IN NP BCIS Home I Log In j User Registration I HotTopl6 I Submit Surcharge Stats BctSy'� Publications Contact Us BCIS Site Map I Links I Search i a ��� db U L ,�� Product Approval r �r� USER:Public User x f si:+:W,tll`ioi Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL9777-Ril Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler,@owenscorning.com i i Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Address/Phone/Email 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. ;r Validation Checklist-Hardcopy Received Certificate of Independence FL9777 R11 COI OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ:pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2005 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgkcMGblcW71%2fZr7gdugvKElMFg53ndV601883S636Kw%3d%3d Pagel of 3 I Florida Building Code Online 12/26/19,2:47 PM TAS 103 1995 UL 1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D I Date Submitted 10/11/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model, Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Rem Weatherlock Non-HVHZ.edf Created by Independent Third Party: Yes 9777.2 Weatherl-ock G(High Tear) Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf Impact Resistant: N/A 'Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes j Other:See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pdf 'Created by Independent Third Party: Yes 9777.3 Weatherlock MAT Waterproofing Underlayment j Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9777 R11 II OCR14002 8b 2017 FBC Evaluation Repo Approved for use outside HVHZ: No Weatherlock HVHZ.Pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Report Weatherlock HVHZ.pdf Created by Independent Third Party: Yes i 9777.4 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Report Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.rdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Re or Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgkcMGblcW71%2fZr7gdugvKE1MFg53ndV601883S636Kw%3d%3d Page 2 of 3 i Florida Building Code Online 12/26/19,2:47 PM • 9777,5 WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002.8a 2017 FBC Evaluation Repo Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pddf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ.pd Created by Independent Third Party: Yes 9777.6 WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9777 R11 II OCR14002.8b 2017 FBC Evaluation Report Approved for use outside HVHZ: No Weatherlock HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Report Weatherlock HVHZ.pdf Created by Independent Third Party: Yes i 9777.7 WeatherLock Specialty Tile&Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R11 II OCR14002.8a 2017 FBC Evalua lion Re ort Approved for use outside HVHZ:Yes Weatherlock Non-HVHZ.pdf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-142.5 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Report Weatherlock Non-HVHZ. dfdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 I 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 click here. Product Approval Accepts: �n+• � ® eCkczt. Credit'Card Safe I https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtgkcMGblcW71%2fZr7gdugvKElMFg53ndV601883S636Kw%3d%3d Page 3 of 3 i j Certificate of Authorization No. 29824 17520 Edinburgh Drive CREEK Tampa, FL 33647 ( TECHNICAL SERVICES, LLC 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued October 11, 2017 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscorning.com Manufacturing Location: Brentwood, NH Houston,TX Quality Assurance: UL LLC(QUA9625) SCOPE i Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) NEI-039-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) NEI-042-02-01 REV2 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) NEI-045-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) NEI-045-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST5878) NEI-053-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) NEI-053-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST5878) NEI-093-02-02 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) OCF-237-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2001 PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-272-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) OCF-296-02-02 ICC-ES AC 188' 2012 ICC-ES AC 48 2012 PRI Construction Materials Technologies(TST5878) OCF-297-02-01.1 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-318-02-01 ASTM D 1970 2015 PRI Construction Materials Technologies(TST5878) OCF-320-02-01 TAS 103 1995 PRI Construction Materials Technologies(TST5878) OCF-320-02-01 ASTM G 155 2005a PRI Construction Materials Technologies(TST5878) OCF-321-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) OCF-322-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST5878) OCF-355-02-01 UL 1897 2012 'Determined to be equivalent to ASTM D 226-09,Type I and II I i OCR14002.8a FL9777-R11 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK OWENS CORNING ROOFING AND ASPHALT Ll C WeatherLock@ Self-Sealing Ice&Water Barrie s TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLock@ G WeatherLock@ G is an ASTM D 1970 self-adhesive underlayment constructed from SBS (Brentwood, NH) modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. I I WeatherLock@ G is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited tol a maximum 30 days. WeatherLock@ Mat WeatherLock@ Mat is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwood, NH or SBS modified asphalt with a fiberglass mat reinforcement. The product is supplied in 1- I Houston, TX) sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ Mat is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock@ Metal WeatherLock@ Metal is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwood, NH) SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanical) attached roof coverings. Exposure on the roof deck shall be limited to a Y 9 P I maximum 90 days. I WeatherLock@ WeatherLock@ Specialty Tile & Metal is an ASTM D 1970 self-adhesive underlayment Specialty Tile&Metal constructed from SBS modified asphalt and surfaced with a non-woven polyester fabric. (Brentwood, NH or The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. Houston, TX) WeatherLock@ Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1. WeatherLock@ Specialty Tile & Metal is permitted to be used with adhered clay or concrete tile roofing using either ICP Adhesives Polyset AH-160 (ICP Adhesives and Sealants, Inc.) or TILE BOND TM Roof Tile Adhesive (The Dow Chemical Company). Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. WeatherLock@ G (High WeatherLock@ G (High Tear) is a self-adhered, underlayment used as an alternative to Tear) ASTM D 226,Type I or Type II roofing felt and ASTM D 1970 self-adhering polymer (Houston, TX) modified bitumen underlayment. The underlayment is composed of SBS modified asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal dimensions of 3-ft x 65-ft. WeatherLock@ G (High Tear) is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. OCR14002.8a FL9777-R11 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are)not specifically addressed herein. I • •3 CREEK OWENS CORNING ROOFING AND ASPHALT LLC WeatherLock®Self-Sealing Ice&Water Barriers TECHNICAL SERVICES, LLC PRODUCT APPLICATION Min. Roof Slope: 2:12 in accordance with the FBC Application: All undedayments shall be installed in accordance with the FBC. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to undedayment application. Prior to beginning installation, the undedayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3" side laps and minimum 6"end laps staggered min. 6-ft.from preceding course. Additionallyi, if applying WeatherLock® Specialty Tile &'Metal, end laps shall be primed with ASTM I D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to back nail the underlayment 12-inches on-center as needed (nails shiall be installed perpendicular to deck with 'the nail heads flush to the top surface of the underlayment). Additionally, WeatherLock®Specialty Tile & Metal shall be back nailed when installed on roof slopes greater than 3:12. i I Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 —WeatherLock Specialty Tile&Metal Only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24°o.c. Underlayment: WeatherLock® Specialty Tile & Metal shall be applied in accordance with manufacturer's installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch, 0 tin caps spaced 12" o.c. The applied underlayment shall be rolled with a minimum 75Ib steel roller immediately following application. Maximum Design -142.5 psf Pressure: i OCR14002.8a FL9777-Rl l Page 3,of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that arel not specifically addressed herein. i i� f OWENS CORNING ROOFING AND ASPHALT LLC GREEK WeatherLockO Self-Sealing Ice&Water Barriers TECHNICAL SERVICES, LLC GENERAL LIMITATIONS 1) This evaluation'report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under'a quality assurance program in compliance with Rule 61 G20-3. I COMPLIANCE STATEMENT i The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 6`h Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. %%`0111111111111 `1p:Y I R'1p�i,�i �.`�`QC'?P GENS 9�F�i'�� 2017.10.11 No 74021 09.06.29 *: :* -10 X -04'00' -'. STATE OF : 4� ,�•.•A Q,;�_�: Zachary R. Priest, P.E. 'moi F -... NAI O R �••• .` Florida Registration No.74021 sS �NALE�.�`` Organization No.ANE9641 411 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. I END OF REPORT I OCR14002.8a FL9777-R11 Page 4,of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I