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HomeMy WebLinkAboutProdcut approvalMichelle Franklin, CFA-- Saint Lucie County Property Appraiser --All rights reserved. Site Address: parcel TD: Account #: Map III: Use Type: Zoning, City1county: ownership Cleo H Smith 1402 AV. O Fort Pierre, FL 34950 Legal Description IRENE PLAZA BLK 3 LOT 22 (OR 1372-1024; 2166-6577 Current Values 0ust(Market Value: Assessed Value: Exemptions: Taxable Value: Taxes For this parcel: SLC Tax Collector's Office 12 Download TRIM for this parcel: Download PDF 0 $39,300 $31,999 525,000 $8,999 Total Areas FinishodlUnder Air (SF): 1,201 Gross Area (SF): 1,697 Land Size (acres): O.15 Land Size (SF): 6,323 property Identification 1402 A ue O 2404-512-0055-000-8 16441 24104N 0100 R3 Fort Pierre This infouaation is believed to be correct at this time but it is subject to change and is not warranted. Ct Copyright 2018 Saint Lucie County property Appraiser. All rights reserved. TRINITY ERC) EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada (551) 574-2939 EXTERIOR RESEARCH & DESIGN, LLC - Certificate icate of Authorization #9503 353 CHRISTIAN STREET, UNIT ##13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R3 FL15216-R3 Date of Issuance: 02/17/2012 Revision 3:10/1012017 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 a Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity 4 ERD 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 "Trinity] 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. 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 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE; to acquire or will it acquire, a financial interest in any company manufacturing or 1. TrinitvlERD does not have, nor does it intend distributing products it evaluates. 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued, ial interest in any other entity involved in the approval process of the 4. Robert Nieminen, P.E. does not have, nor will acquire, a financ product. 5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record or 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: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards_ Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Properties Standard year Section 2009 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2015 1507.1.1 Tear Strength ASTM D1970 3. REFERENCES: Examination Reference Bate En itV 100539395COCL006 10/27/2011 ITS (TST1509) Physical Properties 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 100539395COQ-006 03/14/2014 ITS (TST1509) Physical Properties 02-02 10/03/2017 PR1 (TST5879) ASTM D1970; Tear strength O Service Confirmation ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4, PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof Underlayment available in 42 -inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). 5. LIMITATIONS: 5.1 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 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 or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof 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: TABLE 1: ROOF COVER OPTIONS Asphalt wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal & Shingles simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Expos ire Limitations: RhinoRoof U20 shall not be left exposed for longer than 30 -days after installation. Evaluation Report 140510.02.12-113 Exterior Research and Design, LLC. r -L15216 -R3 Certificate of Authorization #9503 6`" EDITION (2017} FBC NON -i yme nts EVALUATION Revision 3:10/10/2017 RhinoRoof Underlayments Page 2 of 3 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions 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. 6.3 RhinoRoof U20: 6.3.1 Shall be installed in compliance with the requirements for ASTIVI D226, Type I or It underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.3 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1 -inch roofing nails with a 3/8 -inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1 -inch diameter plastic or metal cap nails or FBC HVHZ nails &. 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single La er• Roof Slope > 4:12: End (vertical) laps shall be minimum 6 -inches and side (horizontal) laps shall be minimum 4 -inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30 -days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Layer; 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12 -inches and side (horizontal) laps shall be minimum half -sheet -width plus 1 -inch. Double layer application; begin by fastening a half -width plus 1 -inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1 -inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report 140510.02.12-113 Certificate ofAuthorizotion #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-113 RhinoRoof Underiayments Revision 3:10/10/2017 Page 3of3 ems, Rv E E K-EFZVICES, L' -.F.- %Woo- EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS 220 West e Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, K5 Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813)480-3421 FLORIDA BUILDING CODE, $T" SEDITION (2017) Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES issued September 25, 2017 FL18355-R4 Page 1 of 11 TB P15001.4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK This hevaluati nlces, LC of any product reportL Ldoes not exprescnor hanimply warranty,es or quality installation, recommended use, orsuran(;e changes throughout the duraon for otherr product lattributesthis ptha iareanlot specifically addressed herein, Report No. Standard Year Entity PRI Construction Materials Technologies (TST5878) TAP -043-02 01 TAS 100 TAS 10D 1995 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 10D 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995TAS PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAP 100 1995 PRI Construction Materials Technologies (TST5878) -165-02-D1 TAP 2-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) Materials Technologies (TST5878) -280-02-01 TAP-303-0 TAS 100 1995 1995 PRI Construction PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAP Rev 2 TAS 100 TAS 100 1995 PRI Construction Materials Technologies (TST5878) -314-02-01 TAP -315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP -317-02-01 0 100 1'995 PRI Construction Materials Technologies (TST5878)TAS 02NK9507 ASTM 3161 2016 UL LLC (TST9628) 0006 ,ASTM D 3462 2010A UL LLC (TST9628) 05NK2NK28006 ASTM D 6381 2008(2013)ei UL LLC (TST9628) UL 2390 ASTM D 7158 2011 06NK03898 ASTM D 3161 2016 UL LLC (TST9628) ASTM D 3462 2010A 08CA59132 ASTM D 3161 2016 UL LLC (TSTs28) 09NK07896 ASTM D 3161 2016 UL LLC (TST9628) ASTM D 3462 2010A 10CA50498 ASTM D 3462 201 DA UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 UL LLC (TST9628) ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 4786110543 ASTM D 3161 ASTM D 6381 2016 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 UL LLC (TST9628) ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001,3 Calculations 2017 FL18355-R4 Page 1 of 11 TB P15001.4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK This hevaluati nlces, LC of any product reportL Ldoes not exprescnor hanimply warranty,es or quality installation, recommended use, orsuran(;e changes throughout the duraon for otherr product lattributesthis ptha iareanlot specifically addressed herein, FL18355-R4 Page 2 of 11 TB P15001.4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREI Technical Services, LLC of any product changes or quality assurance changes throughout the duration for ded use, or other product attt att this report is valid. This evaluation report does not express nor imply warranty, installation, recommenributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, LLC - PRODUCT DESCRIPTION Elite Glass -Seal@ 12-114" x 36", ASTM D 3161, Class F and ASTM Q 7158, Class H self-sealing, 3 -tab with fiberglass mat coated on both sides with asphalt and surfaced with (Frederick, Joplin & asphalt shingle granules complying with ASTM D 3462. Tuscaloosa) ceramic Glass -Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab both with asphalt and surfaced with (Frederick & asphalt shingle with fiberglass mat coated on sides complying with ASTM D 3462. Tuscaloosa) ceramic granules Glass -Seal 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass with ceramic granules complying (Joplin) mat coated on both sides with asphalt and surfaced with ASTM D 3462. Shin les shall be used in the non-HVHZ onl . Heritage@ 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass asphalt shingle surfaced with mineral granules (Dallas, Frederick, Joplin, Phillipsburg & reinforced, latminated architectural u complying with Tuscaloosa) Heritage@ Premium 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass asphalt shingle surfaced with mineral granules (Dallas, Frederick, reinforced, laminated architectural complying with ASTM D 3462• Phillipsburg & Tuscaloosa) Heritage@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, asphalt shingle surfaced with mineral granules complying with (Frederick) laminated architectural ASTM D 3462. Heritage@ Vintage® 8, Class H lass reifoced, 1 with ural 161, asphaltass F and ASTM shingle surfaced D With5mi mineral granules gcomplyingr (Phillipsburg) laminated architectural la ASTM D 3462. Heritage(D Woodgate 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass asphalt shingle surfaced with mineral granules (Dallas & Frederick) info yie h ASTM D 3462.architectural reinforced, Heritage@ Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural surfaced with mineral granules complying with ASTM D 3462. Shingles (Frederick) asphalt shingle shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt complying with ASTM D 3462. (Frederick & Joplin) shingle surfaced with mineral granules Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle complying with ASTM D 3462. (Phillipsburg) surfaced with mineral granules FL18355-R4 Page 2 of 11 TB P15001.4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREI Technical Services, LLC of any product changes or quality assurance changes throughout the duration for ded use, or other product attt att this report is valid. This evaluation report does not express nor imply warranty, installation, recommenributes that are not specifically addressed herein. cREEK TF—CI- LAICAL, SERVICE:S., LLC INSTALLATION Elite Glass -Seal@ (Frederick, Joplin & Tuscaloosa) Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Area Nailing Area Basic Wind Speed (V„It): Basic Wind Speed (Vasil): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): installation (Non-HVHZ) TAMKO BUILDING TS sp atShhing Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirement Solidly sheathed min. 19132 in. Plywood or wood plank for existing new construction; Min. 15132 in, plywood construction. In accordance with FBC requirements; Solidly sheathed min.15132 in. plywood or wood plank for new construction, Min. 7116 in. OSB existing construction. in accordance with FSC requirements. 2:12 and in accordance with FBC requirements, Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12, installed with 5-118 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using °6 Nail 'Pattern" detailed below. Installed with 5 -118 -inch exposure in accordance with FB requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAILS Figure 1- Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern i-"118,' Page 3 of 11 FL18355-R4 T8P15001.4 61 Val under Rule 61G2D-3. The manufacturer shall notify CREEK d. This evaluation report is provided for State of Florida pr aduc# appn for Technical Services, LLC of any produucctscrha or mply wa�raan)tya installation, onurance harecommended useho�othel©p product �attributes ch this thbare not This evaluation report does not exp specifically addressed herein. TECHNICAL SERVICES, LLC Heritageg) (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage? Woodgate ('Dallas & Frederick) 6-118" Basic Wind Speed (Vuit): Basic Wind Speed (Vasa)- Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min_ slope: Installation (HVHZ): Installation (Non-HVHZ) TAlNKO BUILDINTS G a t Sh ngles Max. 194 mph Max. 150 mph In accordance with FBC requirements;plywood or wood plank for Solidly sheathed min. 19132 in. plywood existing new construction; Min. 15132 in. construction. In accordance with FBC requirements, od or wand plank for Solidly sheathed min. 15132 in. plyw new construction; Min. 7116 in. (SSB existing construction. in accordance with FBC requirements. 2:12 and in accordance �'th tion Bnstructir�ns when in tolling fer to the manufacturer's app l shingles at slopes greater than 21:12. Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation alinstructions. Shingles shall be attached using ` ed below. Installed with 5-518 in. exposure in accordance with FB requirements and manufacturer's published installaton instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZONE COMMON BOND EXPOSURE 6-618" 1V; �- 12-112" 12-318" --* - 12-112' 1 Figure 3. Heritage®, He Hag ) eO Woodgate (Dallas) oiPattern (non-HVHZ only 6 - NAIL ZONE FASTENERS CC#MIVICIN BOND EXPOSURE 6-518" 7-1/2`0 - 748", , - 7-i a, Figure 4. Heriita N O Aa eritage@ Premium G page 4 of 11 FL18355-R4 e 61 TBPt50©1.4 notify This evaluation report is provided for Florida uasspa� elchangesthrougho8ut the aur tion for which i al sepQ sRvalid. Technical Services, LLC of any product changesor qualityinstallation, recommended use, or other product attributes that are not This evaluation report does not express nor imply warranty, specifically addressed herein. CREEK TECHNICAL sFRviGEs. LLC TAMKO BUILDING PRODUCTS ,Asphalt Shingles NAIL ZONE/ COMMON BOND PAINT LINE, 7-718" �T EXPOSURE 5518" 11 ll Figure 5. Heritage@ Woodgate 6 Nail Pattern <--12-112' FASTENERS Q Common Bond j CO Y 39-318" Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PTABLE .NER LOCATION DO NOT FASTEN COMMONBGOND FA TENERD LOCATION L ZONE EDGE OF COMMON BOND Figure 7. Heritage@ (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above FL18355-R4 Page 5 of 11 TBP15001.4 �ofify CREEK This evaluation report is provided to Of Florida qualoiauIch changes throughout the duration for which i slreport s valid. product Technical Services, LLC of any p y assurance This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are no specifically addressed herein.. CREEK TECHNICAL sERVicES. LLC Heritage@ Premium Basic Wind Speed (Wit): (Frederick) Basic Wind Speed (Vasd): Deck (HVHZ): r. 1 Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; od wood plank for Solidly sheathed min. 19132 in. Ply's or wexisting new construction; Min. 15132 in. plywood construction. in accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. in accordance with FBC requirements. 2:12 and in accordance cionBR Qs fer to the manufacturer's application instructions when installingt fling shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. MAIL ZONE/ BOND Figure 8. Heritage® Premium trreuu-1 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE/ COMMON BOND EXPOSURE a° 51/211 1—LLLLLi— L, '1—' 1-11{ r}!1 91f,211 I � C IF 1 9Il J .7 {II Figure 9. Heritage@ Prernium (Frederick) 6 Nail Pattern Page 6 of 11 F TBP 15001.4 118355-R4 This evaluation 1 epoLLC of an eproduct changes e of Is otl quaa pr4ity assn ante duct approval changesthroughout ule 61 the duration fo-3- The manarcwhich this sport iaRe lid - no Technical Services, Y This evaluation report does not express nor imply warranty, installation, recommended use, or ether product attributes that are not specifically addressed herein_ CREEK TECHNICAL SERVICES. LLC: Heritage@ Woodgate Basic Wind Speed (Veit): (Frederick) Basic Wind Speed (Vasd): Deck (Nan-HVHZ): Underiayment: Min. slope: Installation (Nan-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either 'A Nall Pattern" or "6 'Nail Pattern" detailed below. rT EXPOSURE W I I.3.. NAIL ZONEI 'COMMON BOND 1111 --►�---12-318"—r�r 11,E IFl Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZON Ef 'COMMON BOND ERS t T LPOSUREV' Figure 11. Heritage® Woodgate (Frederick) 6 Nall Pattern Page 7 of 11 TBP15001.4 FL18355-R4 EK This evaluation report is provided for State of i=larida product approval under Rule 61 G20-3. The manufacturer chalk notify CRE Technical Services, LLC of any product changes or qualify 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 TECHNICAL SERVICF-S. LLQ Heritage@ Vintage@) Basic Wind Speed (Vui1): (Phillipsburg) Basic Wind Speed (Vasd): Deck (HVHZ): T 6' Deck (Non-HVHZ): Underiayment: Min. slope: installation (HVHZ): Installation (Non-HVHZ): TAMKO BUIU7ING PRODUCTS Asphalt Shingles Max. 194 mph Max. 15D mph In accordance with FBC requirements; Solidly sheathed shin. 19/32 in, plywood or wood plank for new construction; Min- 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordancewith FBsreqiRefer rto the manufacturer's application requirements. when installingshingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. — — IN- - — — J 17-112` S.. Fx Rc�u1E 41A1' 9-1M` y —41AC -lU?74i Figure 12. Heritage@ Vintage@ 5 [Vail Pattern (non-HVHZ only) tbVh El ppm Figure 13. Heritage@ Vintage 6 Nail Pattern Page 8 of 11 FL1B355-R4 TBP15041-4 approval under Rule 61G20-3. The manufacturer shall notify GREEK This evaluation report is provided far State of Florida product appn for Technical Services, eL�LdC of not express nor gmply quality assurance s rant chreeammendedes ause, or o heQp oductlattr'ibutes tha'a e not This evaluation p specifically addressed herein. Fs TEc;HNICAL- SERVICES, LLC Kip &Ridge Basic Wind speed (Veit): Basic Wind Speed (Vasa): {Frederick &Joplin} Deck (HVHZ): Deck (Nan-HVHZ): Underlayment: Min. slope: Installation: PRODUCTS TAMKC? gUILDAsPhaltShingles Max. 194 mph Max. 150 mph in accordance with FBC requirements; or wood plank for Solidly sheathed min. 19132 in. plywoodplywood existing new construction; Min. 15132 in. ply's construction. In accordance with. FBC requirement or wood plank for Solidly sheathed rain. 15132 in. plywood new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. installed with 5-115 inch exposure in accordance with the FBC and direction of therexposedi d shall beaway lon tfrom the prevailing wind. Direction prevailing wind 5-1/8!! exposure Figure 1 " (Fastener Figure 2 exposure 1 !' y+A`s,, Fastener x-5/8!! Figure 3 114" Figure 14. Hip & Ridge (Frederick & Joplin) Page 9 of 11 TBP15601.4 FL18355-R4 royal under Rule 61G26-3. The manufacturer shall natify CFt EK This evaluation report is provided for State of Florida product app s valid - Technical Services, LLC do f any product scha gmply uaanty,installation,suacancommendedousehordntheoproduct'attributes thatch this report 'a a not This evaluation report specifically addressed herein. CREE TECIANICAL. SER'VIcES. LLC Vintage@ flip & Ridge Basic Wind Speed (Veit): (Phillipsburg) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope'- Installation: lope:Installation: TAMKt3 BUIL ODUCTS AsphatSShingles Max. 194 mph Max. 150 mph In accordance with FBC requirements;od or wood plank for Solidly sheathed min. 19132 in. Plywood existing new construction; Min. 15132 in. plywood constructiDn. In accordance with FBC requirements;plywood or wood punk for Solidly sheathed min. 15/32 in. new construction; Min. 7116 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind •--- Start 5" exposure here— v t Figure 1 Fastener -5-1/2" Figure 2 U �xpasure 1 f! 5 1 Fastener r" `5-112„ Figure 3 Figure 15. Vintage} Hip & Ridge (Phillipsburg) Page 10 of 11 FL18355-R4 TBP15001.4 -oval under Rule 61 G20-3. The manufacturer shall notify CREEK s valid. This evaluation report is provided for State of Florida product app Technical Services, LLC of any product st hannor ginply warranty, mstallat onuTance haegommendedouse�ordothe'rcproduct'attributesch this phatort lare not This evaluation report . does not e p specifically addressed herein. CREEK TECHNICAL SERVIC—ES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roaeid cladding and hallin accordancebesigned by with others meet minimum design loads established for components 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. or 4) Classification to ASTM D 7158 appliesand free from ato exposure B ny rTegu a tiedsi an d debrismean . AlI fastenersfin thedeck 5) Deck substrates shall be clean, dry, shall be chocked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. C, and the manufacturer's 7) Installation oflthe ication insttuct'so products Where discrepancies'terst between these sources he more re trictive published app and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT iance with the yicZaced rhi the referenced ochaveumed monstrate submitted by he nlamed manufacturer. Building The products evaluated herein Code, 6'F' Edition (2D17j as ��1111111111�� R. ENsF•F`r�: No 74021 it ;• STATE OF ' W .,o,� • �4 a• R N Q P•.��z�• rrr�1 S�0 N AL `* 111111111111 20 1 7.09.25 l 11:31:41 -04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE11669 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. approval process of the Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the product. END OF REPORT FL18355-R4 Page 11 of 11 TBP15001.4 EEK -------------- This evaluation reports providedfproduct t changes®odr qualiduty ass ct approval Ichangeunder sthr ughouut the duration for owh ch this report sRvalid. Technical Services, LLC of any This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are no specifically addressed herein..