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HomeMy WebLinkAboutBuilding Permit PackageAll APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: • Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Permit Number: Building Permit Application PERMIT TYPE: OOF PROPOSED IMPROVEMENT LOCATION: Address: 2406 S 19th St Fort Pierce, FL 34982 Property Tax ID #: 2421-601-0011-000-4 Site Plan Name: Project Name: DEFLORIO DETAILED DESCRIPTION OF WORK: RE ROOF SHINGLE TO SHINGLE CONSTRUCTION INFORMATION: Commercial Residential X Lot No. Block No. 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 3/12 Pitch Total Sq. Ft of Construction: 2700 Sq. Ft. of First Floor: 2700 Cost of Construction: $ 9500 Utilities: —Sewer —Septic Building Height: 10 OWNER/LESSEE: CONTRACTOR: Name David A Deflorio Owner 2: Name: EDWARD LECHNER Address: 775 Trowbridge RD Company: EDIFICIUM CONSTRUCTION LLC City: FORT PIERCE State: _ Zip Code: 34945 Fax: Phone No. Address: 1215 CASTAWAY BLVD City: VERO BEACH State: FL Zip Code: 32963 Fax: Phone N0772 643-4513 E -Mail: Fill in fee simple Title Holder on next page 4 if different from the Owner listed above) E -Mail EDIFICIUMROOFING@GMAIL.COM State or County License CCC1 331308 If value of construction is $2500 or more, a RECORDED Notice or Lommencemem: is requires. If value of HVAC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: 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 r�ucturin e, Please consult ithpyolurHle Home Own ome Owners Association andrreviebylaws your deed or any restrictions ts hat which may arestrict or l. prohibit such In consideration of the granting of this requested permit, I do hereby agree that l 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 J SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO BTAIN FINANCING, CONSULT WITH YOUR LENDE R AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF C ENCEMENT." Signature of Owner/ Le /Contractor as Agent for Owner Signature of Contractor/Lice Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF - i v COUNTY OF The forgoing instrument was acknowledged before me The for oing instrumeen�t was acknowledged before me this day of r �> ( L 20 Eby this day of , �l1 2aby Name of person making statement. Name of person making statement. Personally Known _< OR Produced Identification Personally Known OR Produced Identification Type of Identification Identification Produced ►ae Notary Public State of F 4?k4d d a. Notary Pub€tc State of Flortc ro Pandy G Bias Fundy G Bias 0 W'1 ,,,wnmiss,on GG 30 191 My Commission GG 3021$' \ tenor Expires 62/14/2023 � oda` Expkres x20412023 (Si attire of Nota Public- State of Florida ) (sign u of Notary Public- Sta I r Commission No C -� vZf'Pf (Seal) Com fission No.C�`� _3Dc�_= y/ (Seal) REVIEWS I COUNTER I ROVIEW I S REVIEWUPERVISOR� PLANS REVIEW I V EVIEWON SEEVEWLE MREV EWVE DATE RECEIVED DATE COMPLETED ev. 1 Re: Permit # Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772-462-6443 ROOF INSPECTION AFFIDAVIT I, EDWARD LECHNER licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector * General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about , I did personally inspect the roof deck nailing (hate) work at: 2406 S 19th ST (Job site address) Based upon that examination I have determined the installation was done according to the current edition of the Flori Existing Building Code Section 708 or the product approval submitted (whichever is most strigent). CCC1331308 Signature n Seal License # STATE OF FLORIDA p COUNTY OFA z 11 T.1 l lej Sworn to and subscribed before me this day of 20_� by ,iffQ sc/AR�1J 54��Who is personally known tome or who has produced as identification. Notary Public, State of Florida Signature of Notary: Commission Number: (Seal) En *� Notary public State of Ronda ready B;as +� ,� qty='.ornrr�ssran GG 392181 Expires 020412023 11/512019 Florida Building Code [inline teo.+... t5 r r � ;�, r ; a% � �. s �' .}�;i � r •`� �r x . 4. 5. y s �. ^= w.Q �.ea,�r m- +�� ,�'S`; a �{ � a -.*. �; BCI5 Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications contact Us i SCIS Site Map Links Search L01%db i �� Product Approval ti USER: Public User Pra uct Approval Menu > ProdaLt or ApapliCation Search > Appllration List > Application Detail FL. #k Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL10674-RIS Revision 2017 Approved Owens Corning One Owens Corning Parkway Toledo, OH 43659 (740) 404-7829 greg.keeler@owenscomtng.com Greg Keeler greg.keeler@owenscorning.com Mel Sancrant I Owens Coming PKWY Toledo, OH 43659 (419) 376-8360 mel.sancrant@owenscarnig.com Roofing Asphalt Shingles M-N Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M. Nieminen 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. Knezevch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10674 R15 COI 2019 01 COI NIEMINEN.adf Referenced Standard and Year (of Standard) Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 Equivalence of Product Standards Certified By sections from the Cade Year 2015 2016 2010 2011 https:llfloridabuilding.org/prlpr_appjtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahRegiCQ8ucRGixEIDL76gG32Q9MA%o3d%3d 112 11/5/20119 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/15/2019 Date Validated 08/15/2014 Date Pending FBC Approval 08/21/2019 Date Approved 10/15/2014 5urnrqazY of Products EL # Model, Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3 -tab, 4 -tab, 5 -tab, laminated, starter and hip & ridge shingles Shingles and Starters Limits of Use Installation Instructions + Approved for use in HVH2: No FL10674 RI5 lI 2019 08 FINAL ER QC ASPHALT SHINGLES FL10674-R15.pdf I Approved for use outside HVHZ: Yes Impact Resistant: N/A j Verified By: Robert 3. M. Nieminen PE - 59166 by Third Party: Yes Design Pressure: N/A Created Independent Other: Refer to ER, Section 5. Evaluation Reports 1 FL10674 R15 AE 2.019 08 FINAL FR OC ASPHALT i s SHINGLES FL10674-RIS,pdf Created by Independent Third Party: Yes mm Contact Us _: Ztll Blair Stone Road Tallahassee Phone: 850-487-1824 The State of Florida is an AA/EEO employer. ���right 2007-2013 State or Florida.:: Privy Stat em n :: Accessibility Statement :: Refund Statement Under Florida taw, email addresses are public records, If you do not want your e-mail address reFesed to response to a public -records request, do not send electronic malt 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, ES., please dick here . Product Approval Accepts: ctI Credit Card Safe https;llfloridabuilding.org/pripr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2baQT°/a2b6w7ahReglCQ8ucRBixEDL76gG3209MA*/o3d°/a3d 2/2 ENGINEER EVALUATE TEST N EMO I etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203)262-9245 CONSULT CERTIFY EVALUATION•O• Owens Corning Evaluation Report 037940.02.12-1110 One Owens Corning Parkway FL10674-R15 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 61 Edition (2017) Florida Building Code sections 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). NEIVIO { 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 "NEMOIetc, 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: The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 08/15/2019. This does not serve as an Florida Registration No. 59166, Florida DCA AIVE1983 a ' electronically signed document. CERTIFICATION of INDEPENDENCE: 1. NEMOletc. 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. NEMOI 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 NEMOI etc. 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. 02018, NEMO ETC, LLC ONEMOJetc. ROOFING SYSTEms EVALUATION: o= 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 6i` Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations J Conditions of Use set forth herein. STANDARDS: Section Property Standard Year 1507.2.4, 13905.2.3 Physical Properties ASTM D1970 2015 1507-2.5, 8905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, 11905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2-7.1, R905.2.6.1 . 73. Wind Resistance ASTM D7158 2011 REFERENCE S: Entity Examination Reference Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TSTS878) ASTM 01970 OCF-382-02-01 10/24/2017 UL LLC (CER9626) Physicals & Wind Resistance File 82453, Vol. 3 02/15/2007 UL LLC (CER9626) Physicals & Wind Resistance 20120516-132453 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) FSC HVHZ Compliance Various NOAs Various PRI (QUA9110) Quality Contro{ Service Confirmation 04/05/2020 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 D346Z, 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 ASPHALT SHINGLES.- 4.2.1 HINGLES: 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`, TruDefinition' Duration', Duration' Premium Cool, TruDefinition` Duration' Designer Color Collection, TruDefinition' Oakridge', Oakridge' and WeatherGuard' HP are fiberglass reinforced, laminated asphalt 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, ProEdge® Hip & Ridge Shingles 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-R70 Certificate of Authorization#32455 6n' EDITION (2017) F6C NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 2 of 10 ONEMO I etc. 5.1 This is a building code evaluation. Neither MEMO 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 V,,,d =150 mph (V„ It =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 R905.2.6.1 to ASTM D3161, Class F, indicating acceptable 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. 5.43 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 61G20-3. 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 FISC 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 fiG-FSSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Pius and SRS TopShield Starter shall comply with the Owens Corning current published instructions, using minimum five (5) nails per strip. Feltvndetlairrr nt Qask SdT-adhered WaatharL�Ye �andarfayrneat Qm_ wedge edge Nails Igc+te4 2=3" il.M eaYe hatall first Seg -sealing adhesive Starter strip i -" pastlimedabnpeave shingle nith 4'removad Starter Stnp aMngleaverhanda eaves and rakes?;=y,- Fell unde,byment Dark SALwbma WaaLrQEoeL. waar6ymant Drop -dee ne taaltl—tw 2-3' f— we kmnitrst Starry S*Pke, S+tsasin9a4htsMa viAh 6'rrmwed pDYiliaMit �%na nra lunar Stn2 F1''+s evuhangcerveaand ratrs 71a'�!a' Figure 1: Minimum Nailing, Starter Strip Figure 2: Minimum Nailing, Starter Strip Plus MEMO ETC, LLC Evaluation Report 037940.02.12-1110 CertTicote of Authorization #32455 FTII FOITION (2017) FSC NON-HVHZ EVALUATION FL10674-1115 Owens Corning Asphalt hoof Shingles Revision 10: 08/15/2019 Plage 3 of 10 ONEMOjetc. 6..22 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Underlayment Dnp edge Starter Shingle Roll adhered directly to underlayment and primed drip edge Self -seating adhesive positioned along eaves Figure 3: Starter Shingle Roll 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. Y 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 Classico & Supreme: Normal Mansard or Area para Wind Areas High Wind desvenas y Area para vientos normafes Areas vientos fuertes YY" 13' .I. 5" Exposure €xposicion Figure 4: Minimum Nailing, Classic & Supreme (Standard .Size) Normal Mansard or Area para Wind Areas High Wind desvanes y Area para vientos norrriales Areas vientas faertas Yy= {Atm-Y2t Ye, f. - 2' IBS r"2' 1' j E f 5 5}E° Exposure Exposicidn Figure 5: Minimum Nailing, Classic & Supreme (Metric Size) MEMO ETC, LLC Evaluation Report 037940.02.12-R10 Certificate of Authorizarion #32455 0 EDITION (2017) FEC N©N-HVKZ EVALUATION FL10674-Ri5 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 4 of 10 6.3.1,2 Berkshire°: S-alam sirip La Lira de serador - —�> • 4� •-------� • e A Ys" 9 Yz' 9112, A bt'• t" � I 1 9.. Figure 6: 5 -Nail Pattern, Berkshire ONEMOjetc. Sealant strip La tira deseilador Figure 7: 6 -Nail Pattern, Berkshire Sea lam snip La lira de se Wt r •4------1~IP • i 4 ------- *04 ----------- 0 r r 2' Asphah rroolinge*ment cemanta de techo de astahe Figure 8: Mansard or Steep Slope Pattern, Berkshire NEW ETC, LLC Evaluation Report 037940.02.12-Rlo Certificate ofAothoriaotion #32455 6T" EDMON {2017) FBC NON-HVii2 EVALUATION FL10674-1115 Owens Corning Asphalt Roof Shingles Revision 10: 48/15/2019 Page 5 of 10 NNEMA I etc. 6.3.1.3 DurationO, TruDefinition® Duration, Durations Premium Cool & Tru Definition' Duration' Designer Color Collection: 4 -Nail Fastening Pattern 5ureNal*fastening area width Nail, Typical 12" 1" �wx�s com:n�s�:cYza> • s ms e�;"��� • o,�u eorrc�a sse�«:� • 6-118" 5-518" .*mom Figure 9: Standard 4 -Nail Pattern, Duration Figure 10: 6 -Nail Pattern, Duration Fastening for Slopes Greater Than 21:12 SureNaWD fastening area width Nast, Typical 1^ 121, 1 F { , 1zl. Four f" Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern, Duration NEMO ETC, LLL Evaluation Report 037940.02.12-R10 CertiyicutevfAu£horization#32455 Ern EDITION (2017) FBC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 6 of 10 ONEMO I etc. 6.3.1.4 TruDefinition' Oakridge", Oakridge'9: 4 Nail Pattern f'squema corn 4 ciatros t- t„ 14--- 12- - I 1lt- 12" 5 5/8" Exposura Nails 5 5;0" Exposure &pasluonde5518paig, Claws ExpasicWnde59/8puig. Figure 12: Standard 4 -Nail Pattern, Oakridge 6 Nail Pattern Fsquema con 6 claws 14-- tz° I ` Nails c5`0" Ecposure Clavos 5.518" Expasure F.xposicfon de 9508pu1g. Fxposiclan de 5 5/8 pulg. Figure 13: 6 -Nail Pattern, Oakridge FlgUre 14F: IVlanSafu Vf ]LCCrJ".�rtJra'c ro+...c„y .+.+�+.,.,.b� MEMO ETC, LLL Evaluation Report 037940.07.12-R10 Certificate of Authorization 432455 6`" EDITION (2(117} FSG NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10: 08%15/2019 Page 7 of 10 6.3.1.5 WeatherGuardO HP: 5 5i8` E'Vestre E*asi6ba de 5 543 ptiia. 5 W Emns:ra Fxpasici3a 6o 5 516 wig. Figure 15: 6 -Nail Pattern, WeatherGuard HP 6 Nag Pattern isquema con b clavus Mail 6 118" from botiam of shingle Clave a 6 118 ping. de la 5 5V Exposure 6 Fasieners parte inferior de la teja Exposition de 5 518 pulp. 6 suietadores Four 1" Spots of Asphaft Roof Cement Quatro pumas de cemwwfo de techo de asfalto de 1 pufgada Figure 16: Mansard or Steep -Slope Pattern, WeatherGuard HP OMEMO I etc. 6.4 Hip & RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. J> Berkshire' Hip and Ridge Shingles with Sealant and DuraRidgee 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 437940.02.12-R10 certifcateofAuthorization 02455 6Tk EDITION (2017) FISC NON-HVHZ EVALUATION FL10674-R15 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 8 of 10 64.1.1 Berkshire® Hip & Ridge with Sealant and DuraRidgem Hip & Ridge Shin -Ries with Sealant: Fig. Q Prevailing Wind Direction Direction del viento predominante Nails A Clavos 1 V I A 1 I 4 1 I I I I I I I I I A L i wre �Ezpo slriut de 8 R� jj 4 r\ k Figure 17: Isometric View, Berkshire and DuraRidge 5.4.1.2 WeatherGuard' HP Hip & Ridge Shingles: Fig. A a prevailing Wind _ 't —Direction ,o. Halls oo `•. I i I I I Exposure ------------- Figure 19: Isometric View, WeatherGuard HP Hip & Ridge MEMO j etc, Fig. B Top View Vista superior Nail Cldvo Owens Coming5ureNail` 75/8 I � CD i c f ai �i 12" NEMO ETC, LLC Evaluation Report 037940.02.12-1110 Certffrcartea}Authorization#32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION 1`Ia.0674-13 Ij 75/8 I � i c f ai �i I I Figure 18: Plan View, Berkshire and DuraRidge Fig. C Hip & Ridge Shingle Fastening Top V leer —x- Halts Halls 7" 2" 2" �Exposure 12 Figure 20: Plan View, WeatherGuard HP Hip & Ridge 19 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2015 Page 9 of 10 6.4.1.3 ProEdgeO Hip & Ridge Shingles: Prevailing Wind Direction Sealant Strip #� 5° Exposure fasten 71h" Laver Exposed Fasteners with Roof Cement Figure 21: Isometric View, ProEdge ONEMOjetc. Standard 11"� Fastening Pattern tz^ ! Sealant k 7 jj9 6" Expas t t e }I Figure 22: Plan View, ProEdge 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 FSC Table 1507.2.7.1 f R905.2.6.1. 8. BuILDING PERMIT REQuimmr:NTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACrURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 OA requirements. 10. QUALITY AssuRANCE ENTITY- PR1 Construction Materials Technologies, LLC— QUA9110 ; 813 621-5777; bwilson@pricmt.com - END OF EVALUATION REPORT - NEMO ETC LLC Evaluation Report 037940.02.12-R10 CeroficutenfAuthorization432455 6T" EDITION (2017) FBG NON-HVH2 EVALUATION FL10674-1115 Owens Corning Asphalt Roof Shingles Revision 10: 08/15/2019 Page 10 of 10 10!2412019 Florida Building Code Online r '. SCIS flume LOU In f User Registration j riot Topics ; Submit Surcharge Stats FA Fa= j FutlkaWnS o c ntact us a' Acis site map Uoks ! Search Product ApOrovall dbo tUSER: Public UserD Pro, uct Apyrurral Meru > product or Aoli tiocp n SA, rch > r+gnliratlon List > Application Darall J FL 1t PL9777-R11 - 1 'rw' =+ T - - 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) 444-7829 greg.keeler@owenscorning.cam Authorized Signature Greg Keeler greg.keeier@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report Irum a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Maine who developed the Zachary R. Priest 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. Validation Checklist - Hardcopy Received Certificate of independence FL9777 R11 COI DCR14002.8a 2017 FBC Evaluation P,e ort VJeatheriock Non-HVHZ.p�f Referenced Standard and Year (of Standard) Standard Year ASTM D 1970 2015 ASM D 226 2009 ASTM G 155 2005 TAs 103 1995 UL 1897 2012 Equivalence of Product Standards certined By Sections Frnm the Code https_flloridahuilding.org/prlpr_app_dtl.aspx?param=wGFVXQwtDgtgkrMGbicW71%2fZr7gdugvKE1 MFg53ndV601883S636Kw°/d3d%3d 113 10/24/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/11/2017 Date Validated 10/11J2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary Of Products FL 4 Model, Number or Name i Description e ,9777.1 I Weatherlock G Weatherproofing Underlayment Limits of Use � installation instructions Approved for use in HVHZ,• No Yes FL9777 R11 II OCR14002.8a 2017 FBG Evaluation Repnrt Weathgdcck Non-HVHZ.p Approved for use outside HVHZ: _ Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure, N/A Created by Independent Third Party: Yes Other! See evaluation report far limits of use_ Evalurtion gippnr-s FL9777 R11 AE OCR14002.8a 2017 FBC Evaluation Repot +Rieatherlock Non-HVHZ.ndf Created by Independent Third Party: Yes 19777,7 WeatherLock G (High Tear) Weatherproofing Underlayment Limits of Use Installation instructions Approved for use in HVHZ: No FL9777 RII II OCR 4002 8a 2017 FBC Evaluation Regcrt Weatherlocic Non-HVHZ.pdf Approved for use outside HVHZ: Yes 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 FL°777 RI I AE OCR1a002. a 2017 FBC Evaluation Report Weatheriock Non-HVHZ.pdf I Created by Independent Third Party: Yes i 9777,3 I Weathercock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL9777 R11 II 0CR14002-8b 2017 FBC Evaluation Report Weatherlock HVHZ. df Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Zachary R. Priest 74021 i Design Pressure- N/A Created by Independent Third Party: Yes Other: See evaluation report For limits of use. Evaluation Reports I FL9777 R11 AE OCR14002.8b 2017 FBC Evaluation Report Weatherlock HVHZ.pdf i Created by Independent Third Party: Yes t 9777.4 # Weatherlock NEAT 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 No - VHZ. df Impact Resistant: NIA Verified By: Zachary R. Priest 74021 Design Pressure, N/A Created by Independent Third Party: Yes Other: See evaluation report for Itmits of use. I Evaluation Reports iI 1 FL9777 R11 AE OCR14002Xa 2017 FBC Evaluation Report 9 : 4Veatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes 9777.5 WeatherLock Metal I� Weatherproofing Underlayment ! Limits of Use Approved for use in HVHZ: No Installation Instructions FL9777 P, 1 II OCR14002.$a 2017 FBC Evaluation Report Weatherlock No-HVHZ_crdf Approved for use outside HVHZ: Yes Impact Resistant, N/A Verified By: Zachary R. Priest PE -74021 I Design Pressure: N/A Created by Independent Third Party: Yes i other: See evaluation report for limits of use. i Evaluation Reports FL9777 R11 AE GCRIA002.3a 2017 FISC Evaluation -Rgpor Weathercock NOn-HVHZ- df Created by Independent Third Party: Yes l 9777.6 WeatherLock Metal Weatherproofing Underlayment Limits of Use j Approved for use in HVHZ: Yes installation Instructions FL9777 R11 II OCR14002.8b 2017 FBC Evaluation Report V%Featherlock HVHZ.pdf ? Verified By: Zachary R. Priest PE -74021 Approved for use outside HVHZ: No Impact Resistant: N/A Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports https://rlciriclabuilding.org/prlpr ePP_dtl-aspx?param=wGEVXCtwtDgtgkcmGblcIN7l%2Zr7gdugvKE1MFgS3ndV601883S636Kw%3d%3d 213 10/21/2019 Florida Building Code Online FL9777 Rii AE OCR14002.8b 2017 FBC Evaitlativn Report Weatherlock HVHZ.pof Created by Independent Third Party: Yes 19777.7 Weathercock Specialty Tile & Metal Weatherproofing Underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes impact Resistant. N/A Design Pressure: x-01-142.5 Other: See evaluation report for limits of use. Installation Instructions FL9777 R11 II OCR14A02-8a 2017 FBC,Evaluaiion Report Weatherlock Nan-HVHZ- Verffied By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL9777 R11 AE OCR14 02.8a 2017 FBC Evaluation Repo Weatherlock Non-HVHZ.pdf Created by Independent Third Party: Yes = mi.. Contact Us is 2661. alair5tone Road.,Tallalhassee FL 32.'.54 Phone: 850.487-1824 The State of Florida Is an AFy";=[-0 emp4o yvr. Capynaht 2007-20]3 State or Florida.:: Privacy Staterrien5 :: Accessibility Statement .: Refund Statement Under Rorida tavr, email addresses are public r=eords, If you tlD nOt wdnt your a -mail address released in rasponse to a pubiic•rocnrds requeSt, du not send electronic mail to this entity_ instead, contact the office by phone or by traditi.cnal mal. if you have any questions, please contact 850.487.1345. "Pursuant to Section 455.V/5(l), Florida Statutes, efre Live October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. Tref emafls provided may be used for official communication with the 5censee, Huwever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with art email address which can be made available to the public_ To determine if yeu are a licensee under Chapter 455, FS., please click here . Product Approval Accepts: Rm7[ .: TNiil:-: f lJ Safe https:/AJor'ldabuiIding_0rgfprlpr_app dtLaspx?paramn wGEVXQwtDgtgkcMGblcW71°J2FZr7gdugvKEIM7Fg53ndVGr01883S636Kw%3d%3d 313 OWENS CORNING ROOFING AND ASPHALT LLC Weathert-ock@ Self -Seating tee P. Water Barriers i 9 irtrHNiCA! SERVICES, LLC: PRODUCT DESCRIPTION AND LIMITS OF USE Weatherl-ock@ G Weatherl-ock(D 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. roils with nominal dimensions of 3 -it x 68.7 -ft. WeatherLock® G is permitted to be used as prescribed in FBG Section 1507.1,1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherL.ock® Mat Weatherl-ockCU 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 - Houston, Ts) sq. rolls with nominal dimensions of 3 -ft x 33.3 ft and 2 sq. rolls with nominal dimensions Houston, TY) of 3 -ft x 86.7 fit. Weatherl-ock@ 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. Weatherl-ock@ Metal Weatherl-ock® Metal is an ASTM D 1970 self-adhesive underlayment constructed from (Brentwood, NH) SBS modified asphalt vAth a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.9 sq_ rolls with nominal dimensions of 3 -ft x 86.7 -ft. Weatherl-ockO Metal is permitted to be used as prescribed in FBC Section 1507.1.1 for Weatherl_ock® G (High mechanically attached roof coverings. Exposure on the roof deck shall be limited to a Tear) maximum 90 days. Weatherl-ock@ Weatherl-ock@ 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, TY) Weatherl-ock@ Specialty Tile & Metal is permitted to be used as prescribed in FBC Section 1507.1.1. WeatherLockO 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 T" 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 8:12 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 1 o tiles per stack. Weatherl_ock® G (High Weatherl-ockO G (High Tear) is a self -adhered, underlayment used as an alternative to Tear) ASTM D 226, Type I or Type It 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 -it x 65 -ft. Weatherl-ock@ G (High Tear) is permitted to be used as prescribed in FBG 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-Rl l Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREA=K 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 TFCl-INICAL SERVICES, LLC PRODUCT APPLICATION OWENS CORNING ROOFING AND ASPHALT LLC weatherl-oclt(D Sear -Sealing ice & water Barriers Min. Roof Slope: 2:12 in accordance with the FBC Application: All underlayments shalt be installed in accordance with the FSC. Beck substrates shall be clean, city, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. prior to beginning installation, the underlayment 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_ Additionally, if appiying Weatherl-ock@ Specialty Tile & Metal, end laps shall be primed with ASTM 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 shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Additionally, kNeatherLocic& Specialty Tile & Metal shall be back nailed when installed on roof slopes greater than 3:12. Min. Application 40oF; 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- U riderla 504.9,Underly ment System No.1 — Weatherl-ock S ecial Tile & Metal Only Roof Deck: Min. 15132 -inch COX 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 backnoiled along the selvage with minimum 12ga., 1 -114 -inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1 -518 -inch 0 tin caps spaced 12" a.c. The applied underlayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -142.5 psf Pressure: OCR14002.8a FL9777-Rl I 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 are not specffically addressed herein. CREEK TEc mM1CAL SEnviOES, LLC GENERAL LIMITATIONS OWENS CORNING ROOFING AND ASPHALT LLC WeatherLockO Self -Sealing Ice &dilater Barriers 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 she[] comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compiiant 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 deci<. 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 shell 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. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 6"' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. ,�9aaanaR. a���r��j 4 � No 74021 rrz 53� STATE OF: "JJ '0- y r�1 s `V e .�f C •R aO N ACE ye. CERTiFiCA7ioN OF INDEPENDENCE 2017.10,1 09.06:29 -OTr00' Zachary R. Priest, P -E. Florida Registration No. 74021 Organization No. ANE9641 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. END OF REPORT OCR14002.8a FL9777-R 11 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shah 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.