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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page I of 2 IVSD .Reis Hare LUQ M uur 1,!pne+vat flet Tapes.; tlR ftertwrgi Stat:L Pack hi6u,.se;at i r8f.8Wf( BUS Slle Marr IJnke 4 6NrU, d[ • JAN 2 5 2018 Product Approval ST. Lucie County, Permitting :..w1 r:.Application Detail ' FL 3 FL16355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)6w4-U644 Ext 2305 kerri_eden Ota mko.co m Authorized Signature Kerd Eden kern„eden Ota ntko.com Technical Raprtrentahva Keni Eden Address/Phone/Email PO Box 1404 Joplin,MO 64002 (417)624-6644 Ext 2305 kerri edenOtamko,com Quality Assurance Representative Address/Phone/E ma li Category koofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Archibect or a Licensed Florida Professional Engineer 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 01/0712019 Validated By Locke Bowdon I Validation Checklist• Hardcopy Received Certificate of Independence ELMS R Oj T:t<;j c01.+_0'17 FBC dpi RuZ.t_iliyrules fin ( f Referenced Standard and Year(of Standard) �ki4d�d TUr ASTM D 3161 2016 ASTM D 3462 2010 ASTMD O 7159 2011 TAS 100 3945 Equivalence of Product Standards Certified By Approved Testing Lob Fl1C'3`.,', R4, C;.gut, t,(.I"iR _tgr.ti4tn�l4lW_C,r_F@C 2t)17.gt1l. Sections from the Code http:/iwww.floridabuilding.orgiprtpr__app_&i.as x?l)amen='wGEV`sQwll)quvosrllazGXQ... 15/3018 Florida Building Cods'Onfine Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 0912712017 Date Pending FBC Approval 10/08/2DI7 Date Approved 1�/1=)2017 Summary of Products it 4 Model,Number or tame Description 10355.1 I,Elite Glad-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles eilGige, eritage Pmmlum, Her a Voodg ate, Heritage Vintage,Hip and Rid e,and Vintage Hip and Ridg Shingles _.—..__....__ .......... Limits of Use Installation Instructions Approved for use in HVHZ:Vas r 1.111.M_R',il_IflPl 1 XS?.l'.I GSA LRS LC.eriL]SIli2 Approved for use outside HVHZ:Yes i Lllitl,R if Impact Resistant: N/A Verified By. Zachary R. Priest PE-74021 Design pressure:H/A Created by Independent Third Party:Yes Other: See evaluation report for limits of use' I Evaluation Reports fi..W;L7 5,.R4 AE.T51`15001,4 2017 FK-ExIllt_.Rr`appit .`thit>g.fr�final.pdf Created by Independent Thid Party:Yes E [ <! c:ntut+.!n: hes• r Yn+^w ir>.ur�_l�,z.+ TV o Stat-,A Fronds•-an rA'ter.a iptoytr.Gtmittsl+. i 7 :�l3S41 E1�%1] Cnraev smtxntn rXul dYLtikOt DeM .BsOa1 L tstsmrn limw F!a+.ta lav:m Iatltteswt re Ftitsr;recvrda.It d0 r-:d wnt;air.-vial atWfm•Mtdw!d n rntp-?mit tU a"re- cordsm"A do roc•rnf vt:enr n:au tv tlxa4mr mr.1retea•1.trout the ogee try wxe v"7mtlecm mai It v�wi!tavt any ct"t ia,prase cc~854407.13V,'rru U ant tv Steaori4!:e..275(t),:nvida SIAWH3,rfteKtive f cbe 1,202,doenvtesa,;rnwd Lrvjor critp!n MSS.F<.n+urt prrx:cr.•ire neMigoieat wt 2,en emwl edtYtYs if 'hey/4M1YC 4rM.tiff emati3 rroMdfd May Nc nod{pr nlActal canmurt�.ahcn wn1,tYR Yronat.tton•:v<r emaY afJr:sm an putlk.ppryd.11 you tw W.msh u, ujwy it pareawy ed kers,Ntex ptwwk tip,oepsrtmnt M m,mead nYAess.1»'1, w.t*mast oveiltoit to trr pupil.7"dew""+f you art a Pcert a undo i tT.ry+t¢•.t<c.F.�'..Idwrr tYdl hu!- prodtir�t.Approval Accepts: {,alit Card .. http://www.floridabuiWfiig.org,'pr,lpt-_.apl)_dtl.asp. '?parmn=w(.'TFVXQwtDquvosr11azGXQ... 1/3/2018 REEK Certificate of Authorization No. 29824 17520 Edinburgh Or Tampa,FL 33647 TECHNICAL SERVICES. L.LC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6'"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 220 West 4R1 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 Code Sections: 1504.1.1, 1507.2.5, 1507 .7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES ELtIl11to�� Standard Year PRI Construction Materials Technologies(TST5878) TAP-043.02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 1AP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 11AP-114-02.01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) i�AP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) 1IIAP-131-02-01 TAS'100 1995 PRI Construction Materials Technologies(TST'5878) 1I'AP-165.02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-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) 4AP-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) 7AP-317.02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010.A UL LLC(TST9628) l 5NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) C 6NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) C 8CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A UL LLC(TST9628) OCA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 7861 10543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 787043752 ASTM D 3161 2016 UL.LLC(TST9628) 787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) BP15001.3 Calculations 2017 ll� TBP15001.4 1-18355-R4 Page 1 of 11 This evaluation report is provided for State of Flanda produc approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality a surance 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, CREEKL" TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seat® 12-1/4" x 36", ASTM D 161. Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiber lass 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 D3161, 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 comply�ng 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 sidels with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shin ales shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", AST �1 D 3161. Class F and ASTM D 7158, Class H fiberglass (Dallas,Freck, reinforced, laminated architectural asphalt shingle surfaced with mineral granules , u lipsburg& complying with ASTM D$462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", AST 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 0 3462. Tuscaloosa) HeritageO Premium 12" x 36 ASTM D 316 , Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural �sphalt shingle surfaced with mineral granules complying with ASTM D 3462. II Heritage@ Vintage 17-1/2"x 40",ASTM D 31161, Class F and ASTM 0 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural japhalt shingle surfaced with mineral granules complying with ASTM 0 3462. HeritageO Woodgate 13-1/4" x 39-3/8", ASTIO D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated a chitectural asphalt shingle surfaced with mineral granules complying with ASTM D3462. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfacedith mineral granules complying with ASTM D 3462. Shingles shall be used in the non-1VHZ 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 mi eral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12", ASTM D 316', Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462, TBP15001.4 F1.118355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61(320-3. 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 ACREEK Asphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Sear Basic Wind Speed(VWt): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasa]: 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. 15132 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 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. ILS 5-118" Butt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Patten(Non-HVHZ only) ILS AMR 3-1l8" Butt Edge Figure 2. Elite lass-Seal&Glass-Seal 6 Nall Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida produc approval under Rule 61020-3. The manufactufer shall notify CREEK Technical Services,LLC of any product changes or quality a surance changes throughout the duration for which this report Is valid. This evaluation report does riot express nor imply warranty, nstallation,recommended use,or other product attributes that are not specifically addressed herein. 1'AMKO BUILDING PRODUCTS CREEK Asphalt shingles TECHNICAL SERVIC-1-9, LLC Heritage® Basic Wind Speed(Vw,): 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 rein. 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 FRC requirements, & Solidly sheathed min 15132 in, plywood or wood plank for Heritage®Woodgate new construction, Min 7/16 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) 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 - NAILZONE COMMON BOND n 6-1/$ EXPOSURE 5-518" 1 " �- 12--1/2"-+- 12-3/8" 12-112-L-� Figure 3. Heritage®, Heritagee Premium, and Heritage®Woodgate(Dallas) 4 Nail Pattern (note-HVHZ only) FASTENERS — NAIL ZONE COMMON BOND 6-1la" EXPOSURE 5-5/8" 1--►, f4-7-1/2'� -112"-�- 7-3J8'r-►�t-;-1 r"-►�-7-i i2"'� �--i„ Figure 4. Heritage & Heritage®Premium 6 Na I Pattern TBP15001.4 FL1 355-R4 Page 4 of 11 This evaluation report is provided for Stale 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. TAKO BUILDING PRODUCTSR Asphalt Shingles TF:CHNICAt.SERViC 177. LLC NAIL ZONE/ ASTENECOMMON BOND T ExPQSURE 5 518" a 1" �7-1/2+7-1/2+,U 1 2V+7.112A� �-`1" Figure 5. H ritage@ Woodgate 6 Nall Pattern 1"}t"i•.._.___._. 12-1/2"—_.........� ® Common Sond t i -FAST ERS -_....._._.. ..� � s S � I Figure 6. Heritage®, Heritage4V Premium,& Heritages®Woodgate Alternate 6 Nail Pattern PAINT -----� _ LINE _...... ---__......-------------- NAIL ZONE fi-1I8" -..EDGE OF BOO�t+1D ON EXPOSURE 5-51811 ACCEPTABLE -'"FASTENER LOCATION -' DO NOT FASTEN CONOMONB© D PREFE RED FASTE R LOC ATI N Figure 7. Heri age®(Tuscaloosa) Expan ed Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 F08355-R4 Page 5 of 11 This evaluation report Is provided for State of Florida product approval under Rude 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 riot express nor Imply warranty,installation,recommended use, or other product attributes that are not specifically addressed herein. imam SCREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL.-C-;E'RVICES. L-t_C Heritage®Premium Basic Wind Speed(V,g,): Max. 194 rnph (Frederick) Basic Wind Speed(Veso): 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. 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'A Nail Pattern"or`6 Nail Pattern"detailed below. NAIL ZONE/ PASTEWRS COMMON BOND EXPOSURE S" L 12" Figure 8. Heritage®Premium(Frederick) 4 Nail Patter (non-HVHZ only) NAIL ZONE/ FASTENER§ COMMON BOND AL i 5112" ExPOSURE 5" Figure 9. Heritag 11 11@ Premium (Frederick) 6 Nall Pattem TBP15001.4 FL,18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product�pproval under Rule 6IG20-3. 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 riot express nor imply warranty,installation.recommended use,or other product attributes that are not specifically addressed herein. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL_5ERVICF`;, t_L_C Heritage®Woodgate Basic Wind Speed(V,Aj): Max 194 mph (Frederick) Basic Wind Speed(V.w): Max. 150 mph Deck(Non-HVHZ): to accordance with FBC requirements: Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. Underlaymenl: 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 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND 5-1/2" j EXPOSURE 5° 1'�-r� �•- 11" -•�►�••.-12-3/8''-•-�rt-- Figure 10. Heritago Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) i NAIL ZONE/ FASTENEIRS /COMMON BOND 5.117" EXPOSURE 5' 1"-� - 9-112"-0 3+-9-341".+ *3+9-1/1"-1►� 111-1" Figure 11. Heritagc0 Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL'8355-R4 Page 7 of 11 This evaluation report is provided lot Stale of Florida product pproval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality ass irance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. in 0allatiort, recommended use,or other product attributes that are not specifically addressed herein. C CE"C"(1 TAMKO BUILDING PRODUCTS V L...�i� Asphalt Shingles TECHNICAL_SERVICES,LL.0 Heritage®Vintage® Basic Wind Speed(VWl): Max. 194 mph (Phillipsburg) 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. 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. 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 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. 4r — -hbYh 6.. Faantnar �, Neil n•rn^ i Ei{+mute 0.1 A` 0.1Jt'--- --7IM' 41M' Figure 1 ® 2. eritage®Vintage ®5 Nail Patter (non-HVHZ only) _._.__......_...__....._.__.._.___4W Nall wm n-vr s ate- .. �h_ _'�"–►I+-_ Figure 13. lHeritage@Vintageo 6 Nail Pattern TBP15001.4 FL18355•R4 Page 8 of 11 This evaluation repos is provided for State of Florida product. pproval 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,it stallation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles I'ECIAWAt_.SIERViCES, Hip&Ridge Basic Wind Speed(Vdi): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vaso) Max. 150 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. 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. Direction prevailing v'ind tart 5-1/8" exposure Rare,- Fn] e`-Ff it <here Figure 5-116"exposure 1,t Fastener Fastener Figure 2 4» Figure 3 Figure 14. Hip&R dge(Frederick&Joplin) TBP 15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product bpproval under Rule 6IG20-3. The manufacturer shall notify CREEK Technical Services.LLC of any product changes or quality asurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty. i staliation.recommended use,or other product attributes that are not specifically addressed herein. Y: r CREC TAMKO BUILDING PRODUCT5 G Asphalt Shingles TECHNICAL SERVtC_ES, LL.,+ Vintage(D Hip& Ridge Basic Wind Speed (V,,,,): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): 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-FIVHZ): In accordance with FBC requirements; Solidly sheathed min. 15i32 in. plywood or wood plank for new construction: Min 7116 in. OSB existing construction. Underlaymenk 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 Start 5" exposure at-- ne - �� Start Figure 1 here 5" exposure 1" Fastener Fastener Figure 2 1/4I0 Figure 3 Figure 15. Vintage@ Hip & Ridge (Phillipsburg) TBP 15001.4 _ F1,18355 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, ii slailalion. recornmended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS I� K Asphalt Shingles TECHNICAL SERVICES, LLC UMITATIONS 1) Fire Classification is not within the scope of tf is evaluation. 2) The roof deck and the roof deck attachment ihall 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 HVHZ. 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 correctedprior to underlayment application. 6) Shingles shall be installed starting at the ea�+e in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shat, 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 factored 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,6r"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. t�tNfU111�1j�' i ,,.%��P�" E N s�.'F�; 2017.09.2 s • % 11 :31 :41 Z No 74021 1 - -04'00' �13 STATE OF o + •wi: '. �`•' ;�� pP•'�2 Zachary R. Priest, P.E. SS� nFlorida Registraton No. Of A\-�? ,,�. Orga i ation No'ANE11669 1 ,I11 CERTIFICATION OF INDEPENDENCE V 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 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 fiiancial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a ME ncial interest In any other entity involved in the approval process of the product. EN OF REPORT TBP15001A FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida produ t approval Linder Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality 6 ssurance changes throughout the duration tot 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.