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Product Approval (2)
Florida Building Code Online Page 1 o1'2 PV MIS mom Login i.Vier c+.QK7atwx5 M<I ToKI<'S tit?7.?rr!?arga Stats s Facts Flfitcalims :.W"Staff i. AUS Sett pw .. unk9 i. ta31'o db]Dr Product Approval IIACi;:Ft,F.M1r t7a;r •'.L'w"trui"i"!:>Application mall FL 3 F118355-R4 Application Type Revision Code Version 2017 mInc. j Application Status Appivved Comments Archived County, Product manufacturer TAMKO Building Produc , Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)6z4-1.644 Ext 2305 kerrl ederiAtamko.com Authorl7ed Signature Kent Eden kerd aden4ptamlko.com technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 1-305 kern eden0tamko.com Quality Assurance Representative Addi mss/phone/Email Category ttooring Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Archlbect or a Licensed Florida Professional Engineer Evaluation Report•Hardcopy Received Florida Engineer or Architect Name who develol ed 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 Sowden Validation checklist- Hardcopy Received Certificate of Independence FLIBA _�.. ;Q ..f.Ltr•.15CG1 4. {}( �Q�E<+a1_ 6?3:' Itinntes flnrl gqt Referenced Standard and Year(of Standard) Ralndard X2Ar ASTM D 3161 2016 ASTM 0 3462 2010 ASTMD 0'71 SO 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Tasting Lab Frio rt4.Equi,.t JqrW _r,,r Pic-ni ; t Sections rrcrnr the Code http:,/www.floridabuilding.org/pripr,_app_dtl.as 1?l)araln=wGEVXQr-.rtDquvosrllazGXQ... 1.312018 Florida Building Code Onfine t'age.2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/00/2017 Date Approved 1211-1/2017 summa) of Products FL it Model,Number or NameDescription 10355.i '` I,Elite Glas•Seal, ASTM D 3452 asphalt shingles and hip and ridge shingles �dG�ge, erttage Premium, Her o Ynodgate, Heritage Vintage,Hip and Ridge5hm,and Vintage Hip and Ridge gle; Linville of Use Installation Instructions Approved for use in iVIfZ:YesI t.419.;5.5.5-$A...II Igaa.PQ_#.n 9.1. _I t Y�tL.RWPr:.5118)giWl Approved fnr use outside HVHZ:Yes i Lna1.A f. Impact Resistant:N/A Verified Fay: Zachary R. Priest PE-74021 Design pressure:N/A 1 Created by Indt5pendent Third Party:Yes Other:See evaluation report for limits of used i Evaluation Reports fI163-55..Rill,A.E T6PtrU41<�. R17_FkSEY�t.Ret�ii ;I,+llgltef_finbl.pdi Created by Independent Third Party:Yes n:,rs_ vst nt:Sink d fbrnil�s an J+4nsf•empfgrer.4SScY1l;ktl.•n).i.:M..w.J.tILRSt�S.E71�....h11iALY31]2t4�:1tiY:'F�LLa.YS'LYila.�T4Li:DCM -/�P.UP.S1..kL'S:Q7L Under Fkvt0a tar:anwl aetistswt ate rpt.:reoir4s.it do r.t w t i otr a-fr al ad*lV9•sM49!n n revx+ntn v,s putiv...e:ads reQ,-5K don•r,:e-d Ntw:rt�kd tv eva tnrtty.lrttr:ad,tlA �t Ole ot((te br ."ia c,by hd.tlbtXva/Ae1f (r vt4irWYe attY(I,rt'l�CfM.PYtase f,al:Ki Q50.4rr7:ifnY.: .STV 3uaintl0 Se ct",s•w.<zzs(i),:rk t.0.smis tet;,Nhshic oticber 1,20 z,ti enters Ei::tnsad rntk Oks.Mer 495,F S.nwet farms:r t}x nepor"ont xi 7i an emwl add ns if encs,Nxm•:net IN emaaa powblei may N�Aod for official ca+lnun:abcn*101 tlst bronstt.t4owevtr emat uttdrtasts a7 oWt rloyd.If yew W not wish tP at+LPiT a 0e.—t a•.41rt•ri,F'M31 ptVihi!•OW ntrarlfntnt w1 a i Mnae atYSess*11.11 un is inw4 ave IA s,to ttr PUNK.To demnw.rl It YOU art a F:Mm4 umkl tide-here_ Pmdttrt:Approval Ac0tptst Z1E C or-tiit Card sari:' http://www.tloridabuildiiig.t)rgipr/pr_app_dtl.aspI'partun=w(.'Yr—,V QwtDquNrf)sriIatG7 Q... 1/3/2018 Certificate of Authorization No.29824 CREEK17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL SERVICES. L.LC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6r"EDITION(2017) Manufacturer: TAMKO BUILDING PRO UCTS Issued September 25, 2017 220 West 4t"Street 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 I� Code Sections: 1504.1.1, 1507.2.5, 1507.f2.7.1. 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES En't Lort No. Standard Year PRI Construction Materials Technologies(TST'5878) TAP-043.02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) IAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) iAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) P-1 14-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 'IAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 11AP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) SAP-131-02-01 TAS 100 1995 PRI Construction Materials'Technologies(TST5878) IAP..165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TS 15878) 1 AP-280.02-01 TAS'100 1995 PRI Construction Materials Technologies(TST5878) IAP-303-02.01 TAS'100 1995 PRI Construction Materials Technologies(TST5878) TIAP-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)81 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) 06NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL.LLC(TST9628) C 6NK03898 ASTM D 3161 2016 ASPM D 3462 2010A UL LLC(TST9628) 8CA59132 ASTM D 3161 2016 UL LLC(TST9628) 9NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) IDCA50498 ASTM D 3462 2010A UL LLC(TST9628) 'OCA64882 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) 786110543 ASTM D 6381 2008(2013)eI UL LLC(TST9628) 787043752 ASTM D 3161 2016 UL LLC(TST9628) o787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) BP15001.3 Calculations 2017 TBP15001.4 L18355-R4 Page 1 of 11 This evaluation report is provided for Stale of Florida produo 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, CREEK TAMKO BUILDING PRODUCT S Asphalt Shingles TrCHNICAL SERVIICCS, LLC PRODUCT DESCRIPTION Elite Glass-Seale 12-114" x 36". ASTM D 161. Class F and ASTM D 7158, Class H self-sealing. 3-tab (Frederick,Joplin& asphalt shingle with fiber.31ass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules comply ng with ASTM D 3462. Glass-Seal '12-1/4" x 36". ASTM D 1161, 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 1 Glass-Seal 12-1/4" x 36", ASTM D 71158, Class H self-sealing. 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sidds with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage( 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Fre ck, reinforced laminated architectural asphalt shingle surfaced with mineral granules apl+r�Iipsburg& complying with ASTM D 462. Tuscaloosa) HeritageCR)Premium 13-1/4" x 39-318", ASTFA 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(R)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®R 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 HeritageOWoodgate 13-1/4" x 39-318", ASTM D 3161, Class F and AS1M D 7158, Class H fiberglass (Dallas&Frederick) reinforced. laminated architectural asphalt shingle Surfaced with mineral granules complying with ASTM D 462. HeritageCRr Woodgate 12" x 36-3/8 ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced ith mineral granules complying with ASTM D 3462. Shingles shall be used in the non-iHVHZ only. Hip and Ridge Shingles 12-1/4' x 12'. ASrM DI 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 gi nules complying with ASTM D 3462 TBP15001.4 F[18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product I approval under Rule 61620-3 The manufacturer shall notify CREEK Technical Services. LLG of any product changes or quality aAsurance 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. C R E K TAMKO BUILDING PRODUCTS Asphalt Shingles TEC=HNICAL SERVICE!►.LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph (Frederick, Joplin& Basic Wind Speed(V■so: Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBG 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. 7116 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-'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 5-118-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. ILS r' ./ Nalling, aQ-I/Q TT�}r I __ �. .. V Arlt _... ......__....... ..... .... _................ __............_..........: . - L _._...._._._ Daft Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Patte n(Non-HVHZ only) ILS Nail -✓�� _r.' _..>t.. - , � � Area ..... ..._.._...._.... 5-1 f8" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 FI-118355-134 Page 3 of 11 This evaluation report is provided for State of Florida ptoducl approval under RUIP.81G20-3. 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, nstallation, recommended use,or other product allributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt shingles TFC;t-INICAL SERVICa-s.LLC Heritage(g) Basic Wind Speed(V„n): Max 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed(V„d) Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 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 HeritageO Woodgate new construction, Min. 7116 in. OSB existing construction (Dallas& Frederick) Underlayrnent: 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)i Installed with 5-518 in exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or`6 Nail Pattern'detailed below. FASTENERS NAIL ZON E COMMON — BOND EXPOSURE 5-5/8" n 12-1/2"—+— 1 2-3�&- - 12-112' 1 n Figure 3. Heritage@, Heritage®Pr©rnium, and Heritagera)Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS -- NAIL ZONE COMMON BOND �-1 EXPOSURE 5-5/8" 1 �r-112"'f' 7-112"-►� i 3J8'!- -;-1!1"i�-7-1/2"*1 Figure 4. Heritageb&Heritage®Premiurn 6 Nal Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for Stale of Florida product approval under Rule 6IG20-3. 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. TAIVIKO BUILDING PRODUCTS CREEK Asphalt Shingles TF.cHNICAt. SERVICES.LLC I NAIL ZONEt ASTENEA COMMON BOND T- RE 5 5181, + Figure 5. Heritage@ Woodgate 6 Nail Pattern Common Fond FAST E NERS ............ --------- --- 1 � 30- Figure 6. HeritageOD, Heritag Premium, & Heritage®Woodgate Alternato 6 Nail Pattern PAINT LINE 7-7/8" ----------------------------- a-NAIL ZONE 6-1/8" --,EDGE OF COMMON BOND EXPOSURE 5-W&I ACCEPTABLE -'FASTE114ER LOCATION DON OT FASTEN ALONG EDGE OF COMMON BOND PREFE RED FASTE R LOC ATI N i Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone I Nail patterns from Figures 3, 4, and 6 may, be placed in the nail zone as described above TBP15001.4 - FL 18355-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. CREEKI-[ C" TAMKO BUILDING PRODUCTS � G,, Asphalt Shingles TECHNIC11t SERVICES. LLC Heritage®Premium Basic Wind Speed(VtAj): Max. 194 mph (Frederick) Basic Wind Speed(VOs,): Max. 1511 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 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. 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 FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 2.1:12. . 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 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE! FASTENER COMMON BOND 5E 5" 1"--+� f 11"—►}s-�- 12" --t►�--11 — �-1 Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND T 4t EXPSURE5" Figure 9. Heritag @ Premium(Frederick) 6 Neil Pattern "rBP15oo1.4 FL 1 8355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services.LL.0 of any product changes or quality as 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. CREEK TAMKO BUILDING PRODUCTS V K Asphalt Shingles TECHNICAL_SERVICE-1;, LLC Heritage®Woodgate Basic Wind Speed(V,pr): Max 194 mph (Frederick) Basic Wind Speed(Vosd): 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 attached using either"4 Neil Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMONBOND T EXPOSURE 5" .-a•�s--y 2-3/S'i Figure 10. Heritag6@ Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) II NAIL ZONE( FASTENEIRSCOMMON BOND nEVOSSUR E 5" I� 9-1/1"-0i 3+-9-3/f3"tM}f�3.4 9-112"-.111 ++ Figure 11. Heritag ®,Woodgate(Frederick) 6 Nall Pattern TBP15001 A FL'j 8355-134 Page 7 of 11 This evaluation report is provided for State of Florida product 4pproval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assrance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, in§tallation, recommended use,or other product attributes that are not specifically addressed herein. CC R p G+j,I1� TAMKO BUILDING PRODUCTS E E Asphalt Shingles TEcHNICAt_SERVICES,LL.0 Heritage®Vintage® Basic Wind Speed(Vali): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vow): Max. 150 mph Deck(HVHZ) In accordance with FBC 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. 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 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 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. nor With b. Faftend `� Idolil 17.1/3" S" E,1{csute Figure 12. eritage®Vintage® 5 Nail Patter (non-HVHZ only) I U LJ— L I t_. 6. FaiaenCe / lid n-trr s + —,_+�—��rr--•.{.._..._.__._—+i f+._.`_.__.y�.,.aur---+i Figure 13. eritage®Vintage* 6 Nail Pattern TBP15001.4 FL 18355-R4 Page 8 of 11 This evaluation report Is provided for State of Florida product hpproval under Ride 61G20-3 The manufacturer shall notify CREEK Technical Services.LLC of any product changes or quality as urance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,It stallstion. recommended use, or other product attributes that are not specifically addressed herein. 9 �'"► L" TAMKO BUILDING PRODUCTS V LL��,, Asphalt Shingles TECHNICAL SERVICES, t_t..0 Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(V, d) Max. 150 mph Deck(HVHZ): In accordance with FBC 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. 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 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. Direction of prevailing Wind Start- �5-1/8" exposure nere ' 'I Start Figure here 5-1/8"exposure „ lit y Fastener terser J Figure 2 ,� Figure 3 IN' Figure 14. Hip & R dge(Frederick&Joplin) TBP15001.4 FLI18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product ipptoval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services.LLC of any product changes or quality as4urance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, ir stallation.recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS iCREEK Asphalt ShinglesI TECHNICAL SERVICES, LL.f_: Vintage@ Hip&Ridge Basic Wind Speed(Vol): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vaod): Max. 150 mph Deck(I-IVI-IZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-+IVHZ): 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 manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind i tart 5" exposure nirp— l Start Figure 1 There 5" exposure 1n its Fastener ��~' Fastener �'�-5-112„ Figure 2 1/411 Figure 3 Figure 15. Vintage®i Hip&Ridge(Phillipsburg) TBP 15001.4 FIL 18355 R4 Page 10 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, i siallation. recommended use.or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUC rs Asphalt Shingles TECHNICAL SERVICES, L.t_C LIMITATIONS 1) Fire Classification is not within the scope of Ills evaluation. 2) The roof deck and the roof deck attachment hall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the ll 4) Classification to ASTM D 7158 applies to exp sure 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 ea a 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 manL factured 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,6s'Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. t 201 7.09.2 S ' A; r ` No 74021 11 :31 :41'• - -� - -04'00' ''. STATE OF ���`• ;c� QP.•'�2�' Zachary R. Priest, P.E. ••....• Florida Registration No. 74021 s,�N p,Ill ' ?�`�� Organization No. ANE11669 it CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LL.0 does not have, nor will it acquire,a financial interest in any company manufacturing of distributing products under this evaluation. CREEK Technical Services.LLC is riot owned,operated,or ontrolled 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 fine nciai interest In any other entity involved in the approval process of the product. EN OF REPORT TBP15001.4 L18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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 riot express nor imply warranty, installation, recommended use,or other product attributes that are riot specifically addressed herein.