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HomeMy WebLinkAboutProduct Approval "Florida Building Code Online Page 1 of 2 fit., kf Edda Depaltmentof BCIS Home Log In I User Registration i Hot Topics'j Submit Surcharge ; Stats&Facts Publications { FBC Staff t BCIS Site Map { Dnks ! Search I Busines ( RUSER:Professi nal ` Product Approval Public User Regulation RCS fes: Product Approval Menu>Product or Application Search>Application Lis >Application Detail FL# FL17679-RS FEB 2 4 2016 e.ar- Application Type Revision PE P,fAITfiRC Code Version 2014 St. Lucie COUrit'/ ,-I Application Status Approved Comments Archived ❑ Product Manufacturer Drexel Metals,Inc. Address/Phone/Email 204 Railroad Drive Ivyland,PA 18974 (502)303-1511 js hu mate@ dre xmet.cam Authorized Signature Jason Shumate jshumate@drexmet.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G7 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden J Validation Checklist-Hardcopy Received Certificate of Independence FL17679 R1 COI 2014 FBC Evaluation Report DRX15002.1 HVHZ- FINAL.pdf Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAs 110 2000 TAS 125 2003 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsj rZFR... 2/10/2016 'Florida Building Code Online Page 2 of 2 e Product Approval Method Method 1 Option D Date Submitted 08/13/2015 Date Validated 08/13/2015 Date Pending FBC Approval 08/17/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 17679.1 Drexel Metal Roofing Systems DMC 100NS,DMC 150SS,DMC 175S,DMC 200S,DMC SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17679 R1 11 2014 FBC Evaluation Report DRX15002.1 Approved for use outside HVHZ: No HVHZ- FINAL.Ddf Impact Resistant:N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-180 Created by Independent Third Party:Yes Other:See evaluation report for limits of use Evaluation Reports FL17679 R1 AE 2014 FBC Evaluation Report DRX15002.1 HVHZ- FINAL.pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: �z M eCfz`ch M Securitym LTIklu http://www.floridabuilding.org/pr/prapp dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR... 2/10/2016 Certificate of Authorization No. 29824 C RE` E"K 17520 Edinburgh Dr Tampa,FL 33647 TECHNICAL, SERVICES, LL (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE ST"EDITION(2014) Manufacturer. DREXEL METALS, INC. Issued August 12, 2015 1234 Gardiner Lane Louisville, KY 40213 (502)716-7143 www.drexmet.com Manufacturing: Drexel Metals Association.of Regional Manufacturers(DM-ARM) Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1 Properties: Wind Resistance REFERENCES Ent! Report No. Standard Year Architectural Testing(TST1558) 56840.02-122-18 TAS 100 1995 Architectural Testing(TST1558) 56842.02-122-18 TAS 100 1995 Architectural Testing(TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing(TST1558) 58641.02-122-44 TAS 100 1995 Hurricane Test Laboratory(TST1527) 0287-0209-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0287-0308-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0287-0311-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0287-0312=07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0287-0313-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0287-0512-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0287-0706-07 TAS 125 2003 PRI Construction Materials Technologies(TST5878) AKZC-001-02-01/05 ASTM-13 117 2002 PRI Construction Materials Technologies(TST5878) AKZC-001-02-01/05 TAS 110 2000 PRI Construction Materials Technologies(TST5878) AKZC-003-02-01/02 ASTM B 117 2002 PRI Construction Materials Technologies(TST5878) AKZC-003-02-01/02 TAS 110 2000 PRI Construction Materials Technologies(TST5878) AKZC-003-02-03/04 ASTM G 26 1996 PRI Construction Materials Technologies(TST5878) AKZC-003-02-03/04 TAS 110 2000 PRI Construction Materials Technologies(TST5878) DMC-002-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) DMC-004-02-01 TAS 125 2003 PRI Construction Materials Technologies(TST5878) DMC-005-02-01 TAS 125 2003 PRI Construction Materials Technologies(TST5878) DMC-006-02-01 TAS 125 2003 PRI Construction Materials Technologies(TST5878) DMC-007-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) DMC-008-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) DMC-009-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) DMG014-02-01 TAS 125 2003 PRI Construction Materials Technologies(TST5878) DMG016-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) DMC-030-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) HTL-013-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) HTL-014-02-01 TAS 100 1995 DRX15002.1 FL17679-R1 Page 1 of 4 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. DREXEL METALS„INC. CREEKMetal Roofing(HVHZ) -TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION DMC 100NS Profile; 1 1 in.snap lock seam;Ma_x.16 in.coverage Description: I Non-structural,snap lock standing seam roof panel with integral perorated nail i strip Material: ' Min.24 ga.TRINAR@ or CERAM-A-STARO coated ASTM A792 AZ50,or ASTM A653 G90;FY min-50 ksi; Shall conform with FBC Section 1507.4.3 I t t i DMC 15OSS Profile; 1.5 in.mechanical seam;Max. 16 in.coverage Description: Non-structural,mechanical lock standing seam roof panel Material:ial f Min.0.032 in.TRINAR®or CERAM-A-STAR@ coated ASTM 8209 aluminum; FY= i rein. 16 ksi; Shall conform with FBC Section 1507.4.3_ _ Min,24 ga.TRINAR@ or-CERAM-A-STAR@ coated ASTM A792 AZ50,or ASTM A653 G90;FX=min.50 ksi; Shall conform with FBC Section 1507:4.3 i 1u 3n '! 2 6 8 _L 1 ' 19' 1 �_T 16" —, i DMC 175S I Profile: _ 1.75 in.snap lock seam; Max. 18 in.coverage. Description: Non-structural,snap lock standing seam roof panel Material: i Min.0.040-inch TRINARO or CERAM-A-STARO coated ASTM B209 aluminum(Fy =_min.20.ksi); Shall conform with FBC Section 1507.4.3_ Min.24 ga.TRINAR®or CERAM-A-STARO coated ASTM A792 AZ50,or ASTM A653 G90ASTM A792 or ASTM A653;FY-=min.50 ksi; Shall'conform with FBC Section 1507.4.3 1 li3n ! i 1 S" DRX15002.1 FL17679-R1 Page 2 of 4 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. MCREEKDREXEL METALS,INC. Metal Roofing(HVHZ) 0 REGI=LAICAL SERVIC;Es,LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'"Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. `,,��t�i►t a►►t►°°i �\GENSR'•p'�'�°'- 2015.08.12 Q-..• *•. cS� �. '1i. .. >, 10 17:29:46 No 740.21 -04'00' '. STATE OF 4U O;J% p R`p P- � Zachary R. Priest, P.E. �NA�� ��`, Organization NoFlorida !ANEon g6 4021 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. APPENDICES 1) APPENDIX A—Installation(8 pages) 2) APPENDIX B—Approved Roof Systems(5 pages) 3) APPENDIX C—Design Wind Loads(3 pages) DRX15002.1 FL17679-R1 Page 4 of 4 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. DREXEL METALS,INC. CREEKMetal Roofing(HVHZ) TECHNICAL SERVICES, LLC Component Product; Installation Detail 22 ga.SS in-seam clip 28� DMC 200S Clip 1„ T1 Q 0 o 0 / 3' Y 18 ga.base;22 ga.butterfly in-seam clip;4.5 in.length DMC 200S Butterfly Clip e�2 18 ga.base;22 ga.butterfly in-seam clip;120 in.length;top slider 12 in.o.c. DMC 200S Continuous Butterfly Clip i Sealants Bostik 70-05A Shall be applied in continuous beads along the seam Sostik Chem-Calk 915 Fastenin 'Details Nomenclature Attachment DMC 100NS Standard DRX15002.1 FL17679-R1 Page 3 of 8 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. DREXEL,METALS,INC. CREEKMetal Roofing(HVHZ) TECHNICAL SERVICES,LLC Fastenin Details Nomendature Attachment' BOSTIK..7sgQ.-gg(05 (2 - 3h 6" BEADS) 13 - DMC 100NS Enhanced DMC 150SS PANEL--------\ DMC 1508S CONTINUOUS BUTTERFLY CLIP--------\�` (2)#10-13 PHW- UNDERLAYMENT DMC 15OSS Continuous SUBSTRATE Butterfly Y DMC 15OSS PANEL DMC 150SS BUTTERFLY CLIP (2)#10-13 PHW UNDERLAYMENT DMC 15OSS Butterfly SUBSTRATE _r— DMC 15OSS PANEL 24 GA DMC 15OSS FIXED CLIP (2).#10-13 PHW UNDERLAYMENT DMC 15OSS Fixed-90 SUBSTRATErr } r DRX15002.1 FL17679-R1 Page 4 of 8 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 a re not specifically addressed herein. DREXEL METALS,INC. CREEKMetal Rooting(HVHZ) TrCHNICAL SERv10F_S, LLC Appendix B APPROVED ROOF SYSTEMS The following notes shall be observed when using the assembly tables below. 1. Maximum Design.Pressures(MDP)were calculated using a 2:1 margin of safety per FBC Section 1523.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the fable(s)below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on-center(o.c.)spacing given is the maximum allowable attachment spacing for the rated system. 5. Undedayment shall be installed in accordance with FBC:requirements. The minimum underlayment shall be ASTM D 226,Type II installed as described in RAS 115 Section 4: 6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga(Fy=min.33 ksi)Wide Rib Deck(Type WR) conforming to ANSUSDI-RD1.0&FBC. In no caseshall the panels be installed on less than two continuous.spans,which are spaced a maximum 5-ft o.c. At minimum,the deck shall'be attached with one(1)#12 x 1.5-inch HWH self-drilling screws at the bottom of each flute(maximum.6-inch o.c.along the support). At minimum,the deck side laps shall be fastened a maximum 6-inch o.c:with#12 x 1.5-inch HWH self-drilling screws. 7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum. 1.9132-inch thick APA Span-Rated plywood Sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood sheathing or wood plank thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment'be less than 8d ring shank nails spaced 6-inch o.c. Roof,S stem Mum6ers anc!Qeflnitions: 100NS-W4 DMC 100NS over Wood Deck New or Existing) 15QS&W# DMC 150SS over Wood Deck New on Existing) 175S-S# DMC 175S over Steel Deck New or Existing) 175S-W#- DMC 175S over Wood Deck new or Existing) ZQQ-S--S# DMC 200S over Steel Deck(New or Existing) 2005-W# DMC 200S over Wood Deck New or Existing) 5N---W-# I DMC 5V over Wood Deck New or Existing) DRX15002.1 FL17679-R1 Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 61620-3. The manufacturer shall notify CREEK Technical Services;LLC of any product changes or quality assurance changes throughout the duration.for whichthis 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. DREXEL METALS,INC. MCREEKMetal Roofing(HVHZ) TI=CHNICAL SERVICES, LLC Appendix C "'. Gable/Hi "Roofs'in•Exposu'ke C in Miami=Dade&Broward County Roof.slo es Between 2:12_and 6.9;92 `: . . Basic Wind S eed m h Buildin T e Zone Mean Roof; Risk Cat l Risk Cat I 'Risk Cat II : -:Risk Cat ttc Risk Cat III,IV„ Risk Cat 111,IV, 9 yP Height{ft)w ;165. 170 175 20 -30.9 =34.6 -36.7 -38.9 -41.1 -43.9 25 -32.3 -36.1 -38.3 -46.6 -42.9 -45.9 1 30 -33.6 -37.6 -39.9 -42.3 44.8 -47.8 40 -35.7 -39.9 -42.4 -44.9 -47.5 -50.7 50 -37.4 -41.8 -44.4 -47.1 -49.8 -53.2 60 -38.8 -43.4 -46.1 -48.8 -51.6 -55.1 20 -53.8 -60.1 -63.8 -67.7 -71.6 -76.4 25 -56.2 -62.8 -66.7 -70.7 -74.8 -79.8 Enclosed 2 30 -58.5 -65.5 -69.5 -73.7 -77.9 -83.2 40 -62.1 -69.5 -73.8 -78.2 -82.7 -88.3 50 -65.1 -72.8 -77.3 -81.9 -86.7 -92.6 60 -67.5 -75.5 -80.2 -84.9 -89.9 -96.0 20 -79.5 -88.9 -94.4 -100.0 -105.8 -113.0 25 -83.0 -92.9 -98.6 -104.5 -110.5 -118.0 3 30 -86.6 -96.8 -102.8 -108.9 -115.3 -123.1 40 -91.9 -102.8 -109.1 -115.6 -122.3 -130.6 50 -96.3 -107.7 -114.3 -121.2 -128.2 -136.9 60 -99.8 -111.7 -118.5 -125.6 -132.9 -141.9 20 -41.6 -46.4 -49.2 -52.2 -55.2 -58.9 25 -43.3 -48.5 -51.4 -54.5 -57.7 -61.6 1 30 -45.2 -50.5 -53.6 -56.8 -60.1 -64.2 40 -47.9 -53.6 -56.9 -60.3 -63.8 -68.1 50 -56.2 -56.2 -59.6 -632 -66.9 -71.4 60 -52.1 -58.2 -61.8 -65.5 -69.3 -74.0 20 -64.3 -72.0 -76.4 -81.0 -85.7 -91.5 25 -67.2 -75.2 -79.8 -84.6 -89.5 -95.5 Partially 30 -70.1 -78.4 -83.2 -88.2 -93.3 -99.6 Enclosed 2 40 -74.4 -83.2 -88.3 -93.6 -99.0 -105.7 50 -77.9 -87.2 -92.5 -98.1 -103.8 -110.8 60 -80.8 -90.4 -95.9 -101.7 -107.6 -114.8 20 -90.1 -100.8 -107.0 -113.4 -119.9 -128.1 25 -94.1 -105.3 -111.7 -118.4 -125.3 -133.8 3 30 -98.1 -109.7 -116.5 -123.4 -130.6 -139.4 40 -1.04,1 -116.5 -123.6 -131.0 -138.6 -148.0 50 -109.1 -122.1 -129.6 -137.3 -145.2 -155.1 60 -113,1 -126.5 -134.3 -142.3 -150.6 -160.8 DRX15002.1 FL17679-R1 Page 2 of 3 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. DREXEL METALSJNC, OCREEKMetal Roofing(HVHZ) TECHNICAL SERVICES, LLC Appendix C Gable/Hi Roofs in Ex osure D in Miami-Dade 8 Bioward Coun Roof'slo es between 2:12:and 6:1:12 - Mean Roof Basic Wind SPeed m h Bwlding Type ,; Zone Risk Cat I Risk.Cat I Risk Cat II ;; Risk Cat LI ;Risk Cat III IU Risk Cat tlI IU Height(ft) 156 -165 170 175 R' ;180 186 20 -37.1 -41:5 -44.0 -46.6 -49.3 -52.7 25 -38.4 -43.0 -45.6 -48.4 -51.2 -54.6 1 30 -39.8 -44.5 47.3 -50.1 -53.0 -56.6 40 -41.9 -46.8 -49.7 -52.7 -55.7 -59.5 50 -43.6 -48.8 -51.8 -54.8 -58.0 -62.0 60 45.0 -50.3 -53.4 -56.6 -59.9 -63.9 20 -64.5 -72.2 -76.6 -B1.:2 -85.9 -91.7 25 -66.9 -74.8 -79.5 -84:2 -89.1 -95.1 Enclosed 2 30 -69.3 -77.5 -82.3 -87.2 -92.3 -98.5 40 -72.9 -81.5 -86.5 -91.7 -97.0 -103.6 50 -75.9 -84.9 -90.1 -95.5 -101.0 -107.8 60 -78.3 -87.5 -92.9 -98.5 -104.2 -111.2 20 -95.4 -106.7 -113.3 -120:1 -127.0 -135.6 25 -98.9 -110.7 -117.5 -124.5 -131.7 -140.6 3 30 -102,5 -114.6 -121.7 -128.9 -136.4 -145.7 40 -107.8 -120.6 -128.0 -135.6 -143.5 -153.2 50 -112.2 -125.5 -133.2 -141:2 -149.4 -159.5 60 -115.7 -129:5 -137.4 -145.6 -154.1 -164:5 20 -49.8 -55.7 -59.1 -62.6 -66.3 -70.7 25 -51.6 -57.7 -61.3 -64.9 -68.7 -73.4 1 30 -53.4 -59.8 -63.5 -67.3 -71.2 -76.0 40 -56.2 -62.9 -66.8 -70.7 -74.8 -79.9 50 -58.5 -65.5 -69:5 -73.6 -77.9 -83.2 60 -60.4 -67.5 -71.7 -76.0 -80.4 -85.8 20 47.2 -86.4 -91.7 -97:2 -102.8 =109.8 25 -80.1 -89.6 -95.1 -100.8 -106.6 -113.8 Partially 30 -82.9 -92.8 -98.5 -104.4 -110.4 -117.9 Enclosed 2 40 -87.2 -97.6 -103.6 -109.8 -116.1 -124.0 50 -90.8 -101.6 -107.8 -114.3 -120.9 -129.1 60 -93.7 -104.8 -111.2 -117:9 -124.7 -133.1 20 -108.1 -120.9 -128.4 -136.0 -143.9 -153.7 25 -112.1 -125.4 -133.1 -141.1 -149.2 -159.4 3 30 -116.1 -129.9 -137.9 -146.1 -154.6 -165.1 40 -122.1 -136.6 -145.0 -153.7 -162.6 -173.6 50 -127,1 -142.2 -151.0 -160.0 -169.2 -180.7 60 -131.1 -146.7 -155.7 -165.0 -174.6 -186.4 DRX15002.1 FL17679-R1 Page 3 of 3 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. Florida Building Code Online Page 1 of 2 FlWa DeparnEntof BCIS Home i Log In 1 User Registration u Hot Topics q Submit Surcharge Stats&Facts i Publications { FBC Staff 1 BCI5 Site Map j Links Search i l t9 i" Busines l/ -� � l•�. �� Professi i nal 3- USER:Publics User Product roval Regulation FEB ? 4 2016 Product Approval Menu>Product or Application Search>Application Lis[>Application Detail PER MF T1ING FL# FL16906-R1 St. Lucie County, FL Application Type Revision Code Version 2014 Application Status Approved Comments Archived Ej Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 (201)842-2449 david.ruiz@tribuiltmater'iaisgroup.com Authorized Signature David Ruiz david.ruiz@tribuiltmaterlaisgroup.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 12/31/2020 Validated By Locke Bowden W Validation Checklist-Hardcopy Received Certificate of Independence FL16906 R1 COI TBIJ 14001.1 2014 FPA TRI-BUILT Self Adhering HT Underlavment- FINAL.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2009 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.oriz/nr/pr� app dti.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/23/2016 ti Florida Building Code Online Page 2 of 2 Date Submitted 04/19/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/22/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 16906.1 TRI-BUILT Self Adhering HT ASTM D 1970 underlayment Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL16906 RI II TBM14001.1 2014 FPA TRI-BUILT Self Approved for use outside HVHZ:Yes Adhering HT Underlayment-FINAL.pdf Impact Resistant:N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL16906 R1 AE TBM14001.1 2014 FPA TRI-BUILT Self Adhering HT Underlayment-FINAL.pdF Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Conyright 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails 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 address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: E0 ® ECt.eck M SCCIITICV:•i i(3'{ilt.Y http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/23/2016 4 Certificate of Authorization No. 29824 17520 Edinburgh DriveCREEK Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: TRI-BUILT Materials Group Issued Apri115, 2015 9050 Louisiana Street Merrillville, IN 46410 (800)516-1485 www.tri bui ltmaterialsciroup.com Manufacturing Location: Petrolia, Ontario, Canada Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.5.3, 1507.5.3.2, 1507.7.3, 1507.7.3.2, 1507.8.8, 1507.9.9 Properties: Physical properties REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(TST6049) HGC-140-02-01 ASTM D 1970 2009 PRODUCT DESCRIPTION AND APPLICATION TRI-BUILT Self TRI-BUILT Self Adhering HT Underlayment is a self-adhered, ASTM D 1970 Adhering HT underlayment reinforced with a polyethylene film surface for use on steep slope roofs. Underlayment Roof Deck: The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed in accordance with FBC requirements. Roof decks shall have no more than 1/8"gap at abutting joints. Min.slope: In accordance with FBC requirements Attachment method: The underlayment shall be attached by adhering directly to the roof deck with minimum 2.75" side laps and minimum 2.75" end laps. All side laps seams shall be installed to shed water from the deck Priming of the roof deck shall be optional. Min.application temperature: 40°F. Contact the manufacturer when installing at temperatures below 40°F. Allowable roof coverings: Roof coverings shall be mechanically fastened through to the roof deck. Attachment of asphalt shingles, wood shakes and shingles, slate shingles, metal roof panels and shingles shall be permitted. TBM14001.1 FL16906-R1 Page 1 of 2 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. v CREEK TRI-BUILT MATERIALS GROUP TRI-BUILT Self Adhering HT Underlayment TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product shall comply with this report,the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 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) The underlayment may be used as described in other current FBC product approval documents. 7) Roof coverings shall not be adhered directly to the underlayment. 8) The underlayment shall not be installed over existing roof coverings. 9) The underlayment shall be exposed on the roof deck for a maximum duration of 30 days. 10) 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 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. ,N.�GxPaY R. '0�,� 2015.04.1 ... . G E NSF. No 74021 - 5 09.46.12 * = -04'00' -P% STATE OF .'41J :�0 ,c N,4/� Zachary R. Priest, P.E. O R O P , Florida Registration No.74021 #11,;ONA Organization No.ANE9641 4111 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 TBM14001.1 FL16906-R1 Page 2 of 2 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.