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Home My WebLink AboutProduct Approval (2) vionaa tiuuuing t tpue vluwe v,Iln.raao � f Mir { SCIS Home tog In User Registration HotTopks j Submit Surcharge Slats&Facts Publications FSC Staff BCIS Site Map f Links i Search.i ��t?I'Idd 1 Product Approval USER:Public User Product Approval Menu>Product or AoplicationSearch>Application List>Application Detail FL# PL18355-R4 Application'type Revision Code Version Appr RECEIVED Application Status Approved Comments JUN 2 +J5 2019 Archived p ST. Lucie C_.ounty, Permitting Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1464 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Kern Eden kern-eden@tamko.com Technical Representative Kern Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.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 LJ 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 01/07/2019 Validated By Locke Bowden O Validation Checklist-Hardcopy Received Certificate of Independence FLIS355 R4 COI TBP15001 4 2017 FBC Eval R Dort Shingles final pdf Referenced Standard and Yearof Standard) ) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMO D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Eouiv UL letter for standards for FBC 2017.pd Sections from the Code https:/twww.floridabuildiug.arglpr/pr-app dti.aspx?param=wGEVXQwtDquvosrHazGXQ... 113!2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/20"17 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary.of Products FL# Model,Number or Name Description 18355.1 Glass-Seal',Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL18355 R4 IfTEIP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes nal. df 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 FL18355-R4 AE TSP15001.4 2017 FBC Eval Report Shingles Final.pd. Created by Independent Third Party:Yes Back xex Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:8SQ-487-M The State of Florida Is an ANEW employer.CamTlaht 2007-2013 State of Florida.:;Privacy Statement:.Awcessibiley Statement-.gernd 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 emalls provided maybe used for official communication with the floensee.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 bma.. Product Approval Accepts: "It NiX R E Cobdit Card Safe https://www.floridabuilding.org/pr/pK__app__�dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... -1/3/2018 Certificate of Authorization No.29824 EK 17520 Edinburgh Dr W., CRE Tampa,FL 33647 TEcHNI-CAL SERVICES, LLC (813)480"3421 EVALUATION REPORT FLORIDA BUILDING CODE,e EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25,2017 220 West e Street Joplin,MO 64801 (417)6246644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE 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 Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 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 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials,Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(T§T5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK.28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2010A UL LLC(TST9628) I0CA64882 ASTM D 3161 2016 UL LLC(TST9628) 1INK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM-,D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE1 1669) TBP15001.3 Calculations 2017 TBP15001.4 FL18356-R4 Page I of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shallnotifyCREEK Technical Services,LLC of any product changes or qualityass'urance 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. TAMKO BUILDING DING PRODUCTS CREEK f Asphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION 1 Elite GlassSeal® 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158; Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ' Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying j with ASTM D 3462. Shingles shall be used in the non-HVHZ only. j n. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and. ASTM D 7158, Class H fiberglass - ,(Qallas,,.Fsedertck, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin.Phillipsburg.& complying with ASTM D 3462. T"uscafoosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) i Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, j (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462: Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural f (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles I shall be used in the non-HVHZ only. I Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. a i TBP15001.4 FL18355-R4 Page 2 of 11 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V;,11): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph Tuscaloosa) Deck(HVHZ):, In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seat new construction; Min. 15/82 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&.Tuscaloosa) Deck(Non-HVH4: In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FRC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115-and manufacturers published installation instructions. Shingles shall be attached using "6 Nall Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure ex in accordance with FBC . requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern'or"6 Nall Pattern'detailed below. NAILS lit. Nailing,- 6-718 Area Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal' 4 Nall Pattern (Non-HVHZ only) NAILS lit. lq .................. .... Nailing ...................... ........ ......................... 6-718 Area I n J-IlTs7f Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nall Pattern TBP15001.4 FL18355-R4 page 3 of 11 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 hot express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(Vuit): Max. 194 mph I (Dallas, Frederick,Joplin, Basic Wind Speed(Vasa): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage@)Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in`accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 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. .FASTENERS NAIL ZON E COMMON BOND 6-118" EXPOSu RE 6-6/81, 1 rr 12-11211 12-318" --►�- 12-1.12"-►I h--1" Figure 3. Heritage®,Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) r FASTENERS NAIL ZONE COMMON BOND 61 EXPOSURE 5-5/8" 1—►I �4-7-1I2-MN-7-112 -►�7-3/8`fir-7-112 -►h-T-i/2'-►� �— ' Figure 4. Heritage®:&Heritage®Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 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. CCREEK(moi'EK TAMKO BUILDING PRODUCTS il. Asphalt Shingles l TECHNICAL SERVICES,LLC i NAIL 2ONE1 ASTENERS;F COMMON BOND T -M { T E RE 5 518" f f" �7-112+7-1/2+7w318+-112 412 �-1r' Figure 6. Heritage@ Woodgate 6 Nail Pattern f -►11"ii" 92-ill"- —s; < -—12-1/2"-- t I Common Bond FASTENERS. r FAQ i oCO s Co I Figure 6. Heritage@;Heritage@ Premium,&Heritage®Woodgate Alternate 6 Nail Pattern t 4 PAINT LINE Y 7-718" __ __ }NAIL ZONE 6=118« -EDGE OF COMMON BOND' EXPC?SllRE 5-vT$ ACCEPTABLE. FASTENER LOCATION DO NOT FASTEN ALONG'EDGE OF. COMMONBOND PREFERRED "FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3,4,and 6 may be placed in the hail,zone as described above TBP15001.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 81 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SltRVICES, LLC HeritageO Premium Basic Wind Speed(Vulo: Max. 194 mph (Frederick) Basic Wind Speed(Vasa): Max. 150 mph Deck(WHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBG requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for now construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installation(HVHZ): 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. Installation (Non-HVHZ): 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. NAIL ZONE! FASTENERS � , OMMON BOND 5'12 E If ft Figure 8. HeritageO Premium(Frederick} 4 Nail Pattern(nbn-HVHZ:only) NAIL ZONE/ FASTENERS COMMON BOND V T- T 511211 EXPOSURE 5" If 11 Figure 9. Herita&@ Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3: The manufacturer shall 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. TAMKO BUILDING PRODUCTS MCREEK Asphalt Shingles TECHNICAL SERvicF_s,LLC Heritage®Woodgate Basic Wind Speed(Vwt): Max.194 mph (Frederick) Basic Wind Speed(Vsd): Max. 150 mph Deck,(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min-.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. 'Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be.aftached using either"4 Nail Pattern'or"6 Nail Pattem'detalled below. NAILZONE1 T FASTENERS bmm BOND r - T 5-112° i2v EXPOSURE Y 12 a...j + 12-3/8" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAILZONF/ COMMON BOND FASTENERS- COMMON t EXPOSURE Y 1 Figure 11. Heritage@ Woodgate(Frederick) Nail Pattern TBP15001.4 FL18355-R4 Page of 11 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. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SF-RvicF-s,LLC Heritage®VintageO Basic Wind Speed(V„it): Max. 194 mph (Phillipsburg) Basic Wind Speed(V,,sd): Max. 150 mph- Deck(HVHZ): In accordance with FBG requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min: 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment. In accordance With FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): '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. Installation (Non-HVHZ): Installed with i h 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. 4d' X Ecposure 'udch.' I I Mtch Fasteners ria o — — —— — —— — — — — — Exposure Figure 12. Heritage®Vintage@ 5 Nail Pattern(non-HVHZ only) nz Notch rwwr Fite= Zone 17-10 B;Wum 4-0 IW�7 I-in Figure 13. HeritageO Vintage 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of.11 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. TAMKO BUILDING PRODUCTS, CREEK Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(V,,jt): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; f Solidly sheathed min. 19/32 in., plywood or wood plank for new construction; Min. 16/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction', Min.7/16 in.OSB existing construction. 'Undeflaymeht: In accordance with FBC requirements. Min.slope: 2:12,and in accordance with FBC requirements. Installation: Installed with 5-11.8 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start— 5-1/8" exposure here Fn] /F] aStart helre Figure 1 5-1/8"exposure astener Fastener 1-5-5/8's Figure 2 Figure 3 1/411 Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is Provided for State of Florida product approval under Rule.61 G20-3. The manufacturer shall notify GREEK 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. �� TAMKO BUILDING PRODUCTS Asphalt Shingles { I TECHNICAL SERVICES,LLC i Vintage®Hip&Ridge Basic Wind Speed(Vwt): Max.194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly'sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturers published installation_instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5" exposure here I n • Start here 5" exposure Figure 1 V - - Fastener Fastener 5-1/2 Figure 2 114" Figure 3 Figure 16. Vintage®Hip&Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 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. PRODUCTS CREEK TAMKO BUILDINGAsphalt Shingles TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation, 2) The'roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads 41 established.for components ponents and cladding and in accordance with FBC requirements. 3) The.mean roof height shall be restricted to a.maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&'C with a building mean roof height of 60-ft or less. 5) 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 underlay ment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8), All products lWed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance With the Florida Building Code,dt'Edition(2Q1 7)as evidenced in the referenced documents submitted by the named manufacturer. %'% 4r'#. ,%%%% PRY P • 2017.09.95 E N No 74021 11 :31 :41 - STATE OF 04'00' Al �-..N %*- Zachary R. Priest, P.E. R V .. ':1 Florida Registrafioh No.74021 t,1110NAl- Organization No.ANEI 1669 CERTIFICATIONOFINDEPENDENCE 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,not will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP1 5001.4 FL18355-R4 Page 11 of 11 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.