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Home My WebLink AboutProduct Approval-Shingles 1(16(2019 Florida Building Code Online l 13—o/(,:„..„.. .„,,,,,„, 4 i r ti f ,,"',`'&'" ,�ha„ `:. -,+s s 4 t r 3.i x�'` 'Fe;` ;4 fill f a �L1'1,4:, '&'"t�Lgt•fry. •..ss T}': 'a y, y'x r y F ',.� s '�i, .Y jHK �I Logk ',,l''' 0'k� ' b0 +7y, "ir 0 j wl 0 �j,&0 9 ._,A .J"-4r f 1.0 i;=4i ,1't�f � �' 1k"�``l A' �iK4 ,,:!..,-7,,l',.,-- .r, ;:s '77"" _7 J. `f"�to- 7.t.S t ri-, ,r ar, BCIS Home I log In 1 User Regarordtion I Hot Topics l Submit Surcharge l Stats&Facts l Publications l Contact Us l BCIS Site Map I Links l Search f lFlnlida_ - �;l � V7.-; jf� 1 - Product Approval f. /� at. � ; USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail 1 t?i tOil.le FL18355-R4 a ..+. -r Application Type Revision Code Version 2017 Application StatusApproved iFC Fll, , /11,q Fp Comments Perth ®6'? Archived S �tt�ng OJB CUCig�q/)0/./,. �Otti,'it ' 6"` Product Manufacturer TANKO Building Products,Inc. Address/Phone/Email PO Box 1404 12. Joplin,MO 64802 (417)624-6644 Ext23050 kern eden@tamko.com , 0 Authorized Signature Kerri Eden W n ii kerri_eden@tamko.com Erszi Technical Representative Kerri Eden Lim Address/Phone/Email PO Box 1404 it 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 I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R.Priest i Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 ii Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles filnal.pdf Referenced Standard and Year(of Standard) Standard Year i ASTM D 3161 2016 I ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 Equiv UL letter for standards for FBC 2017;odf httpsJAmvfloridabuilding.org/pdpr appdttaspx?pararn=wGEVXQ►vtDquvosrilazGXQW83MPT3uafKzD9M2Xu9wuWmy6PQ(JtukQ%3d%3d 1/2 L � I Sections from the Code Product Approval,Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 • Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products }FL# Model,Number or Name I Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM 1)3462.asphalt shingles and hip and ridge shingles 1 Heritage,Heritage Premium, Heritage Woodgate,Heritage I Vintage,Hip and Ridge,and Vintage 4 1 Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes I FL18355 R4 II TBP15001.4 2017 FBC Eval Report Shingles Approved for use outside HVHZ:Yes I final.pdf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 ( Design Pressure:N/A Created by Independent Third Party:Yes } Other:See evaluation report for limits of use. Evaluation Repos t FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shingles 'final.pdf 11 Created.by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL32399 Phone:'850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic wail 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 455.275f 1), Florida Statutes,effective October 1,2012,licensers licensed under Chapter 455,ES.must provide the Department with an email address if they have one.The smalls 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 addresswhich can hemade available to the public To determine.if you are a licsnsee.under Chapter 455,ES.,please dick here. Product Approval Accepts: Credit Card • Safe • • https://www.fioridabuilding.orgtpdpr app dtl.aspx?peram-InGE1XQYitDquvasrHa7GXQW83MPT3uofK7)1M2Xu9mWmY6PQlJIAQ%3d%3d ' 212 III e ' 4 Certificate of Authorization No.29824 ., w N 17520 Edinburgh Dr KTampa,FL 33647 :, TECH I AL a SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6Th EDmON(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September25,2017 220 West 4'"Street I Joplin,MO 64801 (417)624-6644 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: 1504.1.1,15D7.2.5, 1507.2.7.1, 1523.6.5A Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES , Entity ; Report No. Standard Year PR Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 I PR Construction Materials Technologies(TST5878). TAP-303-02-01 TAS 100 1995 1 PR Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PR Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PR 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) 05NK28006 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 0 3462 2010A UL LLC(TST9628) 10CA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 �. UL LLC(TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTMD 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(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 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 i specifically addressed herein. 1 1= use TAMKO BUILDING PRODUL. nr EEK i AsphaltShingie, 1 tali TECHNICAL SERVICES. LLC PRODUCT DESCRIPTION Elite Glass-Sear 12-1/4'x 36",ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing!3-f (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 with1 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 with ASTM.D 3462 Shingles shall be used in the non-HVHZ only. Heritage® 13-114" 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 1 Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-114" x 39-318% 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) Heritage®Premium ! 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-112"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) i reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®VVoodgate ' 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 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. I � i 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.,1 This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. I I , TAMKO BUILDING PRODUCTS ' ae CREEKj. Asphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed p (V„it): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(V„d): Max.150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min_ 15/32 in. plywood existing (Frederick,Joplin (Non- construction. HVHZ)&Tuscaloosa) 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 t 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 manufacturer's published installation instructions. Shingles shall be attached using"6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch 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. NAILS 1" -- `---7 ,..\,.., , / 1,1 Nailing'- , , -; .... - — '� �' - _.......... _ - - ' - 7I� Area - 5-118" Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ antyy , / \\\:::-- is... .._ NAILS . 75i ,. _in _______---,, „,- / ________ 1 \ . \ -------,,,...... —6-7/8" i. 1 1.�— 7 1.1___, of` J_ s- Area 1 -- 5.1/8" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern !I TBF15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided far State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK'1 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 I specifically addressed herein. I I r . ""-`. TAMKO BUILDING PRODUCTS' ,, � 4 '' �a r Asphalt Shingles 1 ' TECHNICAL SERVICES, LLC { ierita e0 Basic Wind Speed(Vo): Max. 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; p 9 ( ) q & Solidly sheathed min. 19/32 in. plywood or wood plank for Heritage®Premium ; new construction; Min. 15/32 in. plywood existing,I i (Dallas,Frederick construction. , Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & I Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Wood gate new construction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. 11 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. 1 ' 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 I.1 requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Naili Pattern"or"6 Nail Pattern"detailed below_ 1 1 - FASTENERS NAIL ZONE COMMON . A' ,, BOND II 6-1/8" ______ EXPOSURE -618' II 1 — 12-1/2"-4---- 12-3/8" --1)1--A- 12-1/2" l �)i" Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-NV}-I_only) II FASTENERS NAIL ZONE COMMON PBOND 6-118" \--1 EXPOSURE 5-5/8" ( 1 1'L-q 10-7-1/21*-7-112"-*-7-3/8' 7-I/2"-*--7 I/2 }—i" Figure 4a 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 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.'i This evaluation report does not express nor imply warranty,installation,recommended use, or other product attributes that are not specifically addressed herein. 1 E EK y ,I TAMKO BUILDING PRODUCTS! 'ti Asphalt Shingles ''. ,__: TECHNICAL SERVICES, LLC il' 1I � SAIL ZONE! ASTENERS COMMON BOND ' �QI p• 6-i/$" EXPOSURE 5 5/8" r- Il I ,i" 10-7-1/214-7-1/2'44-7-3/8+7-1/2+7-1/2ad1" iFigure 5. Heritage®Woodgate i 6 Nail Pattern - >I1"�1 12-112" >; i E i2-1/2„ >l.1,„i1„I - 4- 1 ; . E ; i El Common Bond `►'y/,.. . .,5 co :._ 5_c ¢ y7FASTEIUERS\+ r c c ;?, ... ' I% r , 00m °D L9 o \ \ 1 \ \ 1 ,n xch yw I 4 39-3/8" > Figure 6. Heritage®,Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAINT 1 LINE , 7-7I8" }NAIL ZONE 6-118" . EDGE OF Fl \ ' if COMMON BOND - ,� EXPOSURE __, 5-5/8" ACCEPTABLE `:., '.., 'FASTENER LOCATION E4 '' DO NOT FASTEN i ` ALONG EDGE OF COMMON BOND ' 1'`,. PREFERRED — FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4,and 8 may be placed in the nail 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 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. 1 I II EEK TAMKO BUILDING PRODUCTS,! Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(Vail): Max. 194 mph (Frederick) 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!j 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'I 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.ij 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 Nails Pattern"or"6 Nail Pattern"detailed below. ,II NAIL ZONE/ FASTENERS /COMMON BOND t 51/211 EXPOSURE 511 I it 1 tL 11 tt 12" -- 11 ti �1 tt Figure S. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS 7COMMON BOND 51/211 EXPOSURE 511 \ \ 1 tt 14--91/243#--9u_ tt 91/22 1+-1" Figure 9. Heritage®Premium (Frederick) 6 Nall Pattern II TBP15001.4 FL18355-R4 Page 6 of 11I This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC oflany 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. r '1 II TAMKO BUILDING PRODUCTS I t . ' a Asphalt Shingles 'y' `• TECHNICAL SERVICES. LLC: Heritage@ VVoodgate ; Basic Wind Speed(V"it): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood.plank forI 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. 1 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/ ', M COMMON BOND il FASTENERS t -- ---- } cr 5-112" EXPOSURE 5" .1. \ 1 1 9i 11=4 r 11" 12 3I89l-4== 11" .¢t Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern(non-HVHZ only) 1 I ,.._: ..._ - „ .,,.__ . .+:_, .:- _ . ., .. NAIL ZONE/ : : �,,.� FASTi={VERS COMMON BOND .y { x I. 5=112' °,EXPOSURE 5" 1 , kIi 1"=01 9-112"4,140#0-3/8"-141-31+9-112"= 1" Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern 1 TBP15001.4 FL18355-R4 Page 7 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. II 'I it , TAMKO BUILDING PRODUCTS 5,;-m Asphalt Shingles, ..,, i TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed(V„1t): Max. 194 mph (Phillipsburg) Basic Wind Speed(V„d): Max. 150 mph , Deck(HVHZ): In accordance with FBC requirements; I� Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in_ plywood existing 1 construction. Deck(Non-HVHZ): In accordance with FBC requirements; II 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 11511 and manufacturer's 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"5 Nail Pattern"or"6 Nail Pattern"detailed below. L r�amc y ugimuN aposure ]I !k toil Zorn I 17-112" osure lLI ! !!IL1 -71 --10-3A--a{ —10-:aa•--01 Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) E1tposute I • /Notch 1. --ea rns 1... .. _ , fig Nos Zone 17-1/2. I 7-311.---c 4--73.'W 7-3113' 7-31l 73/8' ---- _1 1- /77•�7RL-1 o}I /4 1513715 ,i Figure13. Heritage®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. I 1 I 1 it ''' TAMKO BUILDING PRODUCTS .� Asphalt Shingles r :° a TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed No): Max. 194 mph I 11 (Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph 1 Deck(HVHZ): In accordance with FBC requirements; 1 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. Installation: Installed with 5-1/8 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. , { ;.,erection of prevailing wird Start 5-1/8" exposure IIIiii, \ ,.�:z.:!�� I ri - , � ..Am Start 1A y� Figure 1 here 5-1/8" exposure , it 6:c, � S �aA��9 .d f9 S9 eD 1 Fastener *10111kFastener • {. ,s -5/8" Figure 2 '‘' \ Figure 3 1/4", 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 CREEK,I 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 note specifically addressed herein. 1 , 1! I 1 1 ,r--, CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles • 4.: TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed(Vol): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph 11 Deck(HVHZ): in accordance with FBC requirements; 1 fl , Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing . construction. 1i 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. I 11 Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of they exposed end shall be away from thq prevailing wind. 1 , , i 1 !)irecti,vn_of prevailing wind I .#_ Start 5" exposure ..*** . , ,,liki al iliw, . 1n \ iIt - 41w41806,4 here -<----?"--- 5" exposure Figure 1 , . 1 iv, .p, \. .,\ ____,:-,„ .) 411k., Fvstener Figure 2 Figure 3 Figure 15. Vintage®Hip &Ridge (Phillipsburg) [ , I , . 1 TBP15001.4 FL18355-R4 Page 10 of 11 1 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK i 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 hereil„ I RY CREEK TAMKO BUILDING PRODUCTS Asphalt 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 established for;components and cladding and in accordance with FBC requirements. I 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 underlayment 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 listed 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, 6`h Edition (2017)as evidenced in the referenced documents submitted by the named manufacturer. ,to telBiii°°j ykr 4,0 0 R'� 2017.09025 ti. . tea No 7402, 11031 :41 ,yw�ee,awnavm„ • �, —04'00' OU :• STATE OF : o9o� •:c s� < R `p e:��Z`e� Zachary R. Priest,P.E. %' ssi0 N AL 'v% Organization No.ANE11669 74021 °B►iiiil0®® 1 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. - I Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. ; - I II END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 r 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 doesinot express nor imply warranty, installation, recommended use,or other product attributes that are not, specifically addressed herein_