The URL can be used to link to this page

Home My WebLink Abouttamko shingle l"ill / 319 Florida Building Code Online • • • Ptofessional Regulati on IN Si€S home iogles ' User RegistmliM E HotTooks Submit Surcharge Slats&Fads Publications contact(3s 6C;S Site Mao i Links Seam d, 0 Product 11pproM 0r 4 USER:Public User Product A„proval Menu>Product or Application Search>6pplicatian List>Application Detail r •: FL# FUa3SS-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Sox 1404 3oplin,MO 64802 (417)624-6644 Ext2305 kerri_eden@tamko.com Authorized Signature Kern Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email P€3 Box 14404 3opiin,MO 64802 (41-7)624-6644 Ext2305 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R.Priest Evaluation Report Florida License PE-74021, Quality Assurance Entity l3L LLC Quality Assurance Contract Expiration Date 10/1812021 Validated By Locke Bowden P.E. °" Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eva]R port Shingles final.peif Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab Fi jj2U R4 Equiv U1.letter for standards€or FBC 2017 PT ttlllas:/Avww-#oridabuildrig-turf/{ripr_app_o.aspx?Param--WGEVXQ cluvasrfiazGXQYll83MPT3uof(2DIM2Xu9wuWmY6PQlJlukQTo3d%3d 1/2 .,.......v,., r-fU11 3il'DUllUti tU kAXW Viitin$ Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 1010 8/20 1 7 Date Approved 12/12/2017 summary of Products FL# [Model,Number or Name i Description M ?8355.I Oiass Sea<S� is 5i € ASi"M D 3462 asphalt Shingles and hip a l rifte shingles t Heritage, �r i ] Heritage Woodgate,Heritage I Vintage,Hip,and Ridge,and Vintage i Hip and Ridge Shingles i Limits of Use i Installation Instructions Approved for use in WHIZ:Yes 3 FL18355 R4 II TBP15001.4 2017 FBC Eva]Report Shing es Approved for use outside HVHZc Yes ;fina].p1 Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 f Design Pressure;N/A j Created by Independent Third Party:Yes Other.See evaluation report fur r1nWm of use, FL18355 R4 AE TBP15001 4 2017 FBC Evai Report hi g]� p ftnal_p Created by Independent Third Party.Yes. ; Contact Us::2601 6tair Stone Road Tallahassee FL 32399 Ptrorre:OSO-487-1824 The State of Florida is an AA1EEO employer.Qpydgh PPrivacv Statement::Accessibility Statemenrt=:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mad 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 trail tionat mail.if you have any questions please.contact 85@-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 emails provided may be used for official communication with the tteensee.However email addresses are Public record.If you do Trot wish to supply a personal address please provide the Department with an email address which can be made avattableto the public.To.do-bernune W you are a licensee under Chapter 455„FS.„please dick here. Product Approval Accept- EV E Credit Cara Safe https:/Iwww.floridabuildifu3-org(Orllts app_dtlasp s€n-wGEVif4woquvusrl6azGXQW93MPT3uoWzDIW0-Xu uWmYBi'C,11.#IukQ°/n3d%3d 212 Certificate of Authorization No.29824 520 Edinburgh Dr K 17Tampa,FL 33647 TecHNICAL SERVICES, LLC (913)490-3421 EVALUATION REPORT FLORIDA BUILDING COW,C EDITION(20117) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 220 West 4r"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: 1504.1.1,1507.2.5,1507.2.7.1,1523.6-5.'i Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity 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 Ted=)Difies(TST5878) TAP-05"2-01 TAS IDD 1995 PRI Construction Materials Technologies(TST5878) TAP-1 14-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP417-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-131 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-M TAS100 1995 PRI Construction Materials Technologies(TST5878) 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-315-02-0I ASTM D 6381 2008(2013)e1 PRI Construction Wratenals Technologles(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) 06NK03896 ASTM 0 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) OBCA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) I0CA50498 ASTM D 3462 2010A UL LLC(TST9628) IOCA64882 ASTM D 3161 2016 UL LLC(TST9628) IINK140i4 ASTM D 3161 2016 ASTM D 3462 2010A JJL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2916 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 34652 2010A CREEK Technical Services LLC(ANEI 1669) TBP15001.3 Calculations 2017 TOP15001A FL18355-R4 Page I 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 not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TAMKO BULDING PRODUCT'Z; Asphaft SWnqls4, TEcHNICAL SERVICES,LLC PRODUCT DESCRIPT104- Mite Glass-Sea[O 12-114"x 36",ASTM D 3161, Class F and ASTM D 7158, Class H self-searing.3-tai. (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) cerarnic granules complying with ASTM D 346'2. Glass-Seal 12-114"x W. 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-Seat 12-1/4"x 36'.-ASTM D 7158, Class H self-sealing,3-1ab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying wit)ASTIM D 3462. Sfunples shall be used in the non-HVHZ only, HeritageO 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick reinforced, laminated architectural asphaft shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Hentage@ 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 witty ASTM D 3462. Tuscaloosa) Hefltage@ Premium 127 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, HeritageO VintageO 17-1/2"x 49',ASTM D 3161,Class F and ASTM D 7158,Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying With AS TM D 346Z Heritage@ Woodgate 13-1/4" 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 complying with ASTM D 346:2. Herltage@ Woodgate 12' x 36-3/8', ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced vAth mineral granules complying with ASTM D 3462. Shingles shall be used in the non-WHZ 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- iBP15001A 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 UCTS MCRE DING PR EK Asphalt Shingles TECHNICAL.SERVICES, LLC WSTALLAMN Elite Glass-Seal@ Basic Wind Speed(V,,j): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vz,,,j): Max.15a mph Tuscaloosa) Deck(HVHZY In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seat new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction- HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBG requirements; Solidly sheathed min. 15132 in- plywood or wood plank for new construction;Mn.7116 in.OSS existing construction. Undertayment, In accordance with FBC requirements. Win.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'63 Nail Pattern" detailed below. installation (Non-HVHZ): Installed with 5-1184nch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either'4 Nall Pattern"or"6 Nail Patterri'detailed below, NAILS Nalfirig .... .. 6-74l" Aroa lff] IL I-- M Rte Figure 1. Elite Glass-Seal&Glass-Seat 4 Nail Pattern(Non-HVHZ only) NAILS 6-7/8 Area BUft Edge Figure 2, Elite Glass-Seat&Glass-Seal 6 Nail Pattern TBP16001A 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 not express nor imply warranty,installation,recommended use,or other product attributes that a re not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVIcEs, LLC Heritage@ Basic Wind Speed(V,it): 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. 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. 15132 in. plywood or wood plank for Heritage@ Woodgate new construction.,Win.7/16 in.OSB existing construction. (Dallas&Frederick) Undedayment 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 5-518 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 5-518 in, exposure in accordance with FBC requirements uirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. - FASTENERS NAIL ZONE COMMON 0/8OND F {fig E F-XPOSI Figure 3. Heritage®, HeritageO Premium,and HerftageO Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) -- NAIL ZONE FASTENER$ COMMON /BOND 7— SURE 5-5/811 Figure 4. Heritage®&HeritageO Premium 6 Nail Pattem TBP15001A 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. This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein, TAlVKO BUILDING PRODUCTS CREEKAsphaff Shingle. TECHNICAL SERVICES,LLC NAIL XOAIEI COMMON SOND Aa CEXPOSURE5518' Figure S. HeritageO Woodgate 6 Nail Pattern T!' 12-112" Common Bond J/ FASTENERS ; ry � qJ ( 6R � Figure 6. Heritage@, Heritage@>Premiu , &Heritage Woodgate Alternate 6 hail,Pattern PAINT LINE NAIL.ZONE EDGE OF COMMON BOND EXPOSURE ACCEPTABLE t{� FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF -------____-- -- COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Alan Zone Mali patterns from Figures 3,4,and 6 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 64G20-3. 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 Heritage@ Premium Basic Wind Speed(Vujt): Max. 194 mph (Frederick) Basic Wind Speed(V..d): 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.7116 in.OSB existing construction. Underfayment: 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"4 Nail Pattern"or`6 Nail Pattern"detailed below- NAIL ZONEI PASTE NERS MONBOND FEXPOSURE gas I IF I 121E 11" �—I-, Figure S. HeritageO Premium (Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE1 FASTENERS COMMON BOND /2 PO FT VSURE -V j*—V Figure 9. Heritage@ Premium(Frederick) 6 Nail Pattern TBP1 5001 A FL18355-R4 Page 6 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 Asphaft Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed(Vint): Max. 194 mob (Frederick) Basic Wind Speed(V.sd)- Max. 150 mph Dock(Non-HVHZ): In accordance with FBC requirement,-,, Solidly sheathed min. 15/32 in, plywood or wood plank for new construction;Mtn.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 (Non-HVHZ)-. Installed witth 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 ZOWJ NERS COMMON BOND % T EX;PDqSURE V Figure 10. Heritage@ Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAILZONE/ COMMON BOND FA STENEFISiv v T r L �EXPOSURE s'! Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP150011.4 FL18355-R4 Page 7 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. mom TAMKO BUILDING PRODUCTS Asphalt Shingles CREEK. TECHNICAL SERVICES,LLC Heritage@ Vintage® Basic Wind Speed(V,,jt): 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. 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 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. Fz Notch FaMnefs Figure 12. Heritage®Vintage® 5 Nail Pattern(non-HVHZ only) Expcaum 40, NotCh 61 Faaffl= Nov vlzarw 17-Iff Figure 13. Heritage@ Vintage 6 Nail Pattern TSPI5001.4 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. ��oom0maP�o��ehm8�m NCREEK TEoemwCAL SFERmCES,LLC Hip&Ridge Basic Wind Speed(V,,ft): Max. 194mph (Frederick&Joplin) Basic Wind Speed(V°,d): Max.15Dmph Dook(HVHZ): !n accordance with FBCrequirements; Solidly sheathed min. 18Q2in. plywood or wood plank for new construction; Min. 15/32 in, plywood existing construction, Dook(Non-MVHZ): |n accordance with F8Crequirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new unnstmotion�Min.7/1G in.{)3B existing construction. UnUodmyment: In accordance with F8Crequirements. Min.slope: 2:12 and in accordance with FBCrequirements. |notn||ebun: Installed with 5-1/8 inch exposure in accordance with the F8Cand manufacturer's published installation instructions. The direction of the exposed end nhoH be away from the prevailing wind. Direction of prevailing wind posure here— Start Figure here 5-110~exposure 4` �� x�� Figure 2 Figure 3 114 Figorm14~ Hip& Ridge(Frederick&Joplin) TePI50014 FL18355fR4 Page 9m11 �� 800�GP�o�� Asphalt Shingles TF-cmmImmL SE:mv/cES, LLC VintageOH|p&Ridge Basic Wind Spoed(V"it): Max. 184mph (Phillipsburg) Basic Wind Speed(V�,,d): Max. 150mph Dwuk(MVMZ): |n accordance with F8Crequirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; K4|n. 1502 in. plywood existing construction. Deuk(Nun'HVHZ): Vn accordance with F8Crequirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min-7/18 in.OS8 existing construction. Undndeymnnt: in accordance with F8Crequirements. Min.slope: 2:12 and|n accordance with F8Crequirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end ehu|| be away from the prevailing wind. Direction of prevalfing wind Start 5" exposure ___ I Fn] Start Figure here ur' expomunm Fastener Fastener Figure ^"-` Figure Figure 15. Vimtage@ Hip&Ridge(Phillipsburg) Tap15001.4 Ft-19355-n4 Page 10or11 TAMKO BUILDING PRODUCTS CREEKAsphalt 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 FSC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVFIZ_ 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 underlayrnent application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the taps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FSC, 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 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6'"Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. R. s 201 309.25 ' No 74021 '1h �" 31 ® 1 STATE OF �W 04'00' 441'` A, P,�� :Y Zachary R.Priest,P.E. Q RiV,. %'•, Florida Registration No.74021 s rrf'rj0 N i+' ��' Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a Financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. 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. END OF REPORT TBP15001.4 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.