Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Onl' , Page 1 of 2 N, R� I ti - NOV 10 2015 r o i �Olitj3l�2�ftTTl2tlt� BCIS Home Log In 1 User Registration Hot opi s U"mit Surcharge i Stats&Facts i Publications FBC Staff ; BCIS Site Map I Links I Search Busines - Professi Product Approval USER:Public User Regulation //►' �� Product Auuroval Menu>Product or Application Search>Aootication List>Application Detail I y 1 FL# FL17679-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Drexel Metals,Inc. Address/Phone/Email 204 Railroad Drive Ivyland,PA 18974 (502)303-1511 jshumate@drexmet.com 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 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 Validation Checklist- Hardcopy Received Certificate of Independence FL17679 RI COI 2014 FEC Evaluation Report DRX15002.1 HVHZ- FINAL.odf 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 rZF... 1.1/10/2015 Florida Building Code Online Page 2 of 2 i 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 DPcrap't- 17679.1 Drexel Metal Roofing Systems g DMC 150SS,DMC 1755,DMC 200S,DMC 5V Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17679 R1 II 2014 FBC Evaluation Report DRX15002.1 Approved for use outside HVHZ:No HVHZ-FINAL.pdf 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.odf 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 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: n09 M sccurit ntF1, C.,— http://www.flofidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsj rZF... 11/10/2015 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa,FL 33647 T.=c SE. ' ICESq L.LC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer:: DREXEL METALS, INC. lssuedAugust 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 Entlit 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) 0287-03'11-07 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 B 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-002702-01 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) DMC-014-02-01 TAS 125 2003 PRI Construction Materials Technologies(TST5878) DMC-016.02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) DMC-030-02-01 ,TAS 100 1995 PRI Construction Materials Technologies(TST5878) HTL-0119.02-01 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 61G20-3. The manufacturer shall notify CREEK Technical'Seryicesi LLC of anyproduct 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 attributesthat are not .specifically addressed herein. DREXEL•METALS,INC. Metal Roofing(HVHZ) TECs LAICAL,SERVICES,LLC PRODUCT DESCRIPTION [ 7ZlProfile �'ir�` ap�l (�itaxl6�ir,coverage I Description I-No`ri=strutttii6l,snap lock standing seam roof panel with integral perorated nail strip - - -- Material: ; Min.24 ga.TRINARO or CERAM-A-STAR@)coated ASTM A792 AZ50,.or ASTM.A653 G90;Fy min.50 ksi; Shall conform with FBC Section 1507.4.3 18" DMC 150SS ; Profile:. 1 '1.5 in.mechanical seam;Max. 16 in.coverage Description: 1 Non-structural-mechanical lock standing seam roof panel Material: Min.0.032 in.TRINARO or CERAM-A-STAR@)coated ASTM 8209 aluminum;.F„= min. 16 ksi; Shall conform with FBC Section 1507.4.3 ; Min.24 ga.TRINARO orCERAM A STAR@ coated ASTM A792 AZ50,or ASTM A653 G90;FY=min.50 ksi; Shall conform with.FBC Section 1507.4.3 1 I z n 6 I 12 1� t 16" I DMC 175S ? Profile: 1.75 in.snap.lock seam; Max. 18 in. coverage Description: Non-structural,snap lock standing seam roof panel _. :. -— -:_.�_T__�__ __.._._...... --- Y----- I Material: ; Min 0.040-inch TRINAR@)ocCERAM-A-STARO coated ASTM B209.aluminum F =min.20 ksi); Shall conform with FBC Section 1507.4.3___ _ Min.24 ga:TRINARO or CERAM-A-STARO coated ASTM A792 AZ50,or 1 ASTM A653 G90ASTM A792 or ASTM A653;FY=.min.50 ksi; Shall conform with FBC Section 1507.4.3 1 I4 I J� I E I E ts„ DRX15002.1 FL17679-R1 Page 2 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 norimply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. DREXEL METALS,INC. CREEKMetal Roofing(HVHZ) TECH""CAI;..SERVICES,LLC DMC 200S i Profile:—___ i 2 in. mechanical seam;Max. 16 in.coverage i Description:`� Non-structural,mechanical lock standing seam roof panel Material: Min 0.040 in,TRINARO or CERAM A STAR®coated ASTM B209 aluminum.; Fy= I mm 20 ksi, Shall conform with FBC Section 1507 4 3 Min.24 ga.TRINAR®orCERAM-A-STAR®coated ASTM.A792 AZ50,or j ASTM A653 G90ASTM A792 or ASTM A653;Fy=.min.50 ksi; Shall conform with i FBC Section 1507.4.3 i 13" Sn T 2" 2" i DMC 5V Profile: ; 112 in, ribs;24 in.coverage____ I Description: Non-structural,through fastened roof panel Material: i Min.26 ga.TRINAR®or CERAM-A-STAR®coated ASTM A792 or ASTM A653 s G90 ;Fy=min.50 ksi; Shall conform with FBC Section 1507.4.3 24,, I I (V i LIMITATIONS 1. Fre classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment shall be.designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3. Roof slope shall be 2:12 or greater. 4. Reroofing shall be in accordance with Section 1521. 5. Installation of the evaluated products shall comply with this report, RAS133, and the manufacturer's. published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 6. All products listed:in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. DRX15002.1 FL17679-R1 Page 3 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. DREXEL METALS,INC. CREEKr. Metal Roofing(HVHZ) TECHNICAL SERVICER, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5t'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. %`�� RY,R; P -- 201.5.08,12 No 74021 = ({ • 17:29:46 s -04'00' STATE OF :0 �o� '•-C O R t p ��e` Zachary R. Priest-P.E. Florida t O N Al- O gan zation NoRegistrat.A on E9 4102.1 CERTIFICATION OF INDEPENDENCE CREEK Technical Services;LLC does not have,nor will it acquire,a financial interest in any company,manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,.or controlled by"any company manufacturing or distributing:products under this evaluation. Zachary R. Priest;P.E.does not have,.nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. 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 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) TEcHmxcAL SERVICES,LLC Component ' Producf::° Installation,Detail = 22 ga.SS in-seam clip 1 2g' DMC 200S Clip T O 0 o � 3„ 18 ga.base;22 ga.butterfly in-seam clip;4:5 in.length DMC 200S Butterfly Clip 18 ga.,base;22 ga.butterfly in-seam clip;120 in.length;top slider 12.in.o.c. DMC200SContinuous �W _ �- -= � Butterfly Clip .-' Sealants Bostik 70-05A Shall be applied in continuous beads along the seam Bostik Chem-Calk 915 Fastenin "Details Nomenclature Attachment DM NS-PANEL--i . 'kDAItEIGIVS f dard 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 anyproduct 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) TEcHmcA§—SER=—Es,LLC Fastenin Details Nomenclature Attachment' Fes. BOST(K 70,05A (2..:3/1.6" BEADS) DMC 0_ ErTtran �' p - 'ar+-ww DMC 150SS PANEL,\ DMC 150SS CONTINUOUS BUTTERFLY CLIP '\ (2)#10-13PHW �\ UNDERLAYMENT DMC 15OSS Continuous SUBSTRATE Butterfly DMC 15OSS PANEL DMIC 15OSS BUTTERFLY CLIP (2)#10-13PHW��� UNDERLAYMENT ' DMC 150SS Butterfly SUBSTRATE- 1 DMC 15OSS PANEL 24 GA DMC 150SS FIXED CLIP (2)#10-13 PHW UNDERLAYMENT DMC 150SS Fixed-90 SUBSTRATE—} l 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 are riot specifically addressed herein. DREXEL METALS,INC. CREEK Metal Roofing(HVHZ) TEcHNi1CAL SER`ViCICS,.LL.0 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 table(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 (o.c.)spacing given is the maximum allowable attachment spacing for the rated system. 5. Underlayment shall be installed in accordance with FBC requirements. The minimum underlayment shall be ASTM D 226,Type 11 installed as described in RAS 115 Section 4. 6. Steel Deckshall be designed by others in accordance with FBC requirements and shall be minimum 22 ga(F.y=min.33 ksi)Wide Rib Deck(Type WR) conforming to ANSI/SDI-RD1.0&FBC. In no case shall 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 19132-inch thick APA Span-Rated plywood sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the:minimum plywoodsheathing 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 Nunjbers and:Definitions � IS_Wt#--'`"-'�3�viG�400b1�r�7oo��ck�(##a3ewsar-Existin" 150SS-W# DMC 150SS.over Wood Deck New or Existin 75S-S# DMC 175S over Steel Deck New or Existing) 175S-W# DMC 175S over Wood Deck new or Existing) 200S-S# DMC 200S over.Steel Deck(New or Existing) 2005-W# OMC 200S over Wood Deck New or Existing) 5V-W DMC 5V over Wood Deck New or Existing) DRX15002A 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 Jor 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, LLQ Appendix B Approved Systems for DMC 100NS over Wood Deck(New or Existing) System, MDP Deck"'' . Fire.Barrier Underl"ayment Roof,Pnel` Panel;Attachment No, � a. -4� 7 Min.15/32 OPTIONAL As required per 24 ga.DMC 100NS DMC 10ONS Standard attachment with fasteners ,fir Qi31S-W f CDX plywood Versashield Solo FBC Max.16-inch wide spaced 10.5 in.o.c. Y` ' ^5'" 9Min.15/32 OPTIONAL As required per 24 ga.DMC 100NS DMC 100NS Standard attachment with fasteners CDX plywood Versashield Solo FBC Max.16-inch wide spaced 5.25 in.o.c. Min.15/32 OPTIONAL As required per 24 ga,DMC 100NS DMC 10ONS Enhanced attachment with fasteners 10ONS-W3 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 5.25 in.o.c. -135 Approved Systems for DMC 150SS over`Wood Deck(New or Existing) System Deck Fire Barrier" Underlayment Roof Panel Panel Attachment MDP No. (Pso 032"All DMC 15OSS Min.15/32 OPTIONAL As required per 0. DMC 150SS Standard(Al)attachment with clips 150SS-W1 Ma CDX plywood Versashield Solo FBC x.16 inch wide 180°seam spaced 16 in,o.c. -90 DMC 150SS Min.15/32 OPTIONAL As required per 24 ga. DMC 15OSS Fixed-90 attachment with clips 150SS-W2 CDX plywood Versashield Solo FBC Max.16-inch.wide spaced 16 in.o.c. -90 90°seam DMC 15055 Min.15/32 OPTIONAL As required per 24 ga. DMC 15OSS Butterfly attachment with clips 150SS-W3 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 16 in.O.G. -99.25 180°seam 24 ga.DMC 150SS Min.15/32 OPTIONAL As required per DMC 150SS Continuous Butterfly attachment with 150SS-W4 CDX plywood Versashield Solo FBC Max.1 1 BO°seam.wide fasteners spaced 12 in.o.c. -114.25 Min.15/32 OPTIONAL As required per 24 ga.DMC 15OSS DMC150SS Fixed Enhanced-90 attachment with clips 150SS-W5 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 12 in.o.c. -150 Min.90°seam DRX15002.1 FL17679-R1 Page 2 of 5 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. CREEK Metal Roofing(HVHZ) '1-ECHNICAL.SERVICES, LLC Appendix B Approved Systems for DMC 150SS over Wood Deck(New or Existing) System MDP ment' Deck" Fire Barrier Underlaymenf Roof Panel, Panel Attachment' , (psf). No DMC 150SSa. Min.15132 OPTIONAL As required per 24 gDMC 150SS Fixed Enhanced- 180 attachment with clips 150SS=W6 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 8 in.o.c. -1.65 Min. 180°seam 032"AI DMC 150SS Min.15/32 OPTIONAL As required per 0. DMC 150SS Enhanced(Al)attachment with clips 150SS-W7 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 8 in,o.c. -180 180°seam Approved,Systems for DMC 175S over Steel Deck New or,Existing Deck' Fire Barrier Insulation U el ..System nderlayment Roof Pan' Panel Attachment MDP- No: (Psf) Min.1 in.Approved Min.22 ga. 0.040"AI DMC 175S DMC 175S#14 Standard attachment with 175S-S1 As required polyisocyanurate As required per FBC -88 Type B Steel insulation board Max.17.5-inch wide clips spaced 18 in.o.c. Min.1 in.Approved Min.22 ga. 0.040"AI DMC 175S DMC 175S#14 Standard attachment with 175S-S2 As required polyisocyanurate As required per FBC -129.25 Type B Steel insulation board Max.17.5-inch wide clips spaced 12 in.O.G. Approved Systems,for DMC 175S over,Wood Deck.(New or Existing) SystemDeck Fire Barrier. Underlayment Roof Panel Panel Attachment MDPNo: (P f) 175S-WI Min.15/32 OPTIONAL As required per 24 ga.DMC 175S DMC 175S#10 Standard attachment with-clips -84.25 CDX plywood Versashield Solo FBC Max.18-inch wide spaced 16 in.o.c. Min.15/32 OPTIONAL As required per 0.040"AI DMC 175S DMC 175S#10 Standard attachment with clips 175S-W2 CDX plywood Versashield Solo FBC Max. 17.5-inch wide spaced 18 in.o.c. -106.75 Min.15132 OPTIONAL As required per 24 ga.DMC 175S DMC 1755#10 Standard attachment with clips 175S W3 CDX plywood Versashield Solo FBC Max. 18-inch wide spaced 8 in.o.c. -121.75 DRX15002.1 FL17679-R1 Page 3 of 5 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 Appendix B Approved.Systems for DMC 200S,over Steel-Deck New or Ex ting) System; MDP . No: Deck,, Fire BarrieF i lnsulat on . Undet ayrnent Roof Panel Pane!Attachment Min. 1 in.Approved 24 ga.DMC 200S Min.22 ga. DMC 2005 Butterfly(Steel)attachment 200S-S1 As required polyisocyanurate As required per FBC Max. 16-inch wide -88 Type B Steel insulation board 180°seam with clips spaced 24 in.o.c. Min.22 ga. 24 ga.DMC 200S DMC 200S Butterfly.(Steel)attachment 200S-S2 Type B Steel As required None As required per FBC Max. 16-inch wide with clips spaced 24 in.c.c. -91.75 180°seam Min. 1 in.Approved 24 ga.DMC 200S Min.22 ga. DMC.2005 Continuous Butterfly(Steel) 200S-S3 As required polyisocyanu rate As required per FBC Max. 16-inch wide -121.75 Type B Steel insulation board 180°seam attachment with clips spaced 12 in.o.c. 24 ga.DMC 200S 200S-S4 Min.22 ga. As required None As required per FBC Max. 16-inch wide DMC Continuous Butterfly(Steel) -151.75 Type B Steel 180°seam attachment ent with clips spaced 12 in.o.c. Approved Systems.for DMC 2005 over Wood Deck(New-or Existing) System Deck'.. Fire Barrier Underlayment Roof-Panel Panel Attachment MDP No. (psf) Min.19/32 OPTIONAL As.required per 0Max.1. DMC,200S DMC 200S_Fixed attachment with clips 200S-W1 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 16 in.o.c. -105 180°seam 0.040"All DMC200S Min.19/32 OPTIONAL As required per DMC 200S Fixed Enhanced attachment with clips 200S-W2 CDX plywood Versashield Solo FBC Max.180*0seam inch wide spaced 8 in.o.c. -180 ° DRX15002.1 FL17679-R1 Page 4 of 5 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 SERVICER, LLC Appendix B Approved Systems for DMC 5V over Wood Deck(New.or Existing) Systetrr: Deck . 1=ire Barrier` Underlayment Roof Panel' Panel Attachment MDP (Psf), 5V-W1 Min.15/32 OPTIONAL As required per 26 ga,DMC 5V DMC 5V Standard attachment with clips -60 CDX plywood Versashield Solo FBC Max.24-inch wide spaced 16 in.o.c. 5V-W2 Min.15132 OPTIONAL As required per 26 ga, DMC 5,V DAC 5V Standard attachment with clips .121.75 CDX plywood Versashield Solo FBC Max.24-inch wide spaced 8 in.o.c. DRX15602.1 FL17679-R1 Page 5 of 5 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 Appendix C Gable/Hip Roofs in'Exposure C in Miami-Dade&Broward Coun Roof.slo es between 2:12 and 6.1:12 Basic Wind Mean Roof' m h peed Building Type Zone Risk Cat i Risk Cat I Risk Cat II Risk Cat II Risk Cat III IV Risk Cat 111 IV eight 9,86 156 165 170'- H = 20 -30.9 -34.6 -36.7 -38.9 -41.1 -43.9 25 -32.3 -36.1 -38.3 -40.6 -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 -41.5 -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 -50.2 -56.2 -59.6 -63.2 -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 -100.6 -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 -104.1 -116.5 1 -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. CREEK DREXEL METALS,INC. Metal Roofing(HVHZ) TEcHNICF.L.SERVICE.S, LLC Appendix B Approved Systems for DMC 100NS over Wood Deck(New or Existing) System.. `-"Deck << Fire Barrier Underlayment Roof Panel Pandl Attachment MDP" <: No: (Psf) Ag n -. OPTIONAL As required per 24 ga.DMC 100NS DMC 100NS Standard attachment with fasteners .g7.5 S?1�-1 - 'CDX—pplywood ersashield Solo FBC Max.16-inch wide spaced 10.5 in.o.c. Min.15/32 OPTIONAL As required per 24 ga.DMC 100NS DMC 100NS Standard attachment with fasteners 100NS-W2 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 5.25 in.o.c. -120 Min.15/32 OPTIONAL As required per 24 ga.DMC 10ONS DMC 100NS Enhanced attachment with fasteners 100NS-W3 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 5.25 in.o.c. -135 Approved Systems`for'DIVIC 150SS over Wood Deck(New or-'Existing)'.' System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP No. 032"AI DMC 15OSS Min.15/32 OPTIONAL As required per 0. DMC 150SS Standard(Al)attachment with clips 150SS-W1 CDX plywood Versashield Solo FBG Max.16-inch wide spaced 16 in.o.c. -90 180°seam Min.1 24 ga.DMC 150SS .5/32 OPTIONAL As required per DMC 150SS Fixed-90 attachment with clips 150SS-W2 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 1.6 in.o.c. -90 90°seam Min.15/32 OPTIONAL As.required per 24 ga.DMC 150SS DMC 150SS Butterfly attachment with clips 150SS-W3 CDX plywood Versashield Solo FBC Max.16-inch wide spaced 16 in.o.c. -99.25 180°seam Min.1 24 ga.DMC 150SS5132 OPTIONAL As required per DMC 15OSS Continuous Butterfly attachment with 150SS-W4 CDX plywood Versashield Solo FBC Max.164nch wide fasteners spaced 12 in.o.c. -114.25 180°seam Min.15/32 OPTIONAL As required per 24 ga.DMC 15OSS DMC 150SS Fixed Enhanced-90 attachment with clips 150SS-W5 .Max16-inch wide -150 CDX plywood Versashield Solo FBC spaced 12 in.o.c. Min.90°seam DRX15002.1 FL17679-R1 Page 2 of 5 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) Tr--CHNirAL SERVICES, LLC Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and cladding in accordance with Section 1620 of the FBC and ASCE 7-10 under the following provisions: 1. For Hip roofs between 2:12 and 5.6:12,Zone 3 shall be treated as Zone 2. 2. Wind speeds for risk category I, 11, III,and IV buildings shall be as defined in Section 1620 of the FBC. 3. Exposure C and D shall be as defined in section 1620.of the FBC. 4. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1:12 5. All calculations are based on an effective wind area of 10-ft2 or less. 6. Topographic factors such as escarpments or hills have been excluded from the analysis 7. Overhangs have been excluded from the analysis. 8. Wind directionality factor,Kd=0.85 9. Design wind loads are calculated using Pard=0.6P„ir. 10. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional 11. Zones 1,2, and 3 shall be defined as shown below. Dimension"a"shall be 10%0 of the least horizontal dimension or(0.4 x Mean Roof Height),whichever is smaller,but not less than either 4%of the least horizontal dimension or aft Gable Hip \ _ a _ 3 Z 131 3 2 a 2 1 2 2 1 2 50 3 2 3, a 3 2 a lal laIal lal lal lal DRX15002.1 FL17679-R1 Page 1 of 3 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. MCREEKMetal Roofing(HVHZ) TECHNICAL SERVICES,.LLC' Appendix C ;., GablelHi "Roiifs:in"`Exposure-C,in'Miarn Dade&Broward County Roof slopes-between 2.12`and Mean Roof; Basic Wind S eed(mph),` Bwlding Type Zone Height(ft) Risk Cattl = Risk-Cat I Risk Cat II -. Risk Cat II: Risk Cat III IV Risk Cat 111 117 f; 165 1'70 175_ 180' °' 186 , 156 20 -30.9 -34.6 -36.7 -38.9 -41.1 -43.9 25 -32.3 -36.1 -38.3 -40.6 -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 30 -86.6 -96.8 -102.8 -108.9 -115.3 -123.1 3 40 -91.9 -102.8 -109.1 -115.6 -122.3 -130.6 50 -96.3 -107.7 -114.3 -921:2 -128.2 -136.9 60 -99.8 -111.7 -118.5 -125.6 -132.9 -141.9 20 -41.5 -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 -50.2 -56.2 -59.6 -63:2 -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 20 790.1 -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 METALS,INC. CREEKMetal Roofing(HVHZ) TECHNICAL-SERVICES, LLC Appendix C GabWHi' Roofs in°Exposure D in Miami-Dade&Broward County(Roof slopesbetween 2'.12 and 6.1.12 Basic WI . d eed - '. Mean R :, , n m h Bgulldin 7 Zone oof:. Risk-.CatI .Risk Cat I Risk Cat II Risk Cat II Risk Cat III IV � Risk Cat III IV YPe � .. . �Height(ft) _ ,156° 165; ` 1'70. 175. 1$0:� "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 -61.2 -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 -B7.2 -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 -77.2 -86.4 -91.7 -97.2 -102.8 -109.8 25 -80.1 -89.6 -95.1 -100.8 -106.6 -113.8 Partially 2 30 -82.9 -92.8 -98.5 -104.4 -110.4 -117.9 Enclosed 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 A04.8 -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 RECEIVE-0 NOV 10 1015 A CIO COPY Florida Departmentof BCIS Home I Log In { User Registration Hot Topics ; Submit Surcharge I Stats&Facts Publications I FBC Staff ; BCIS Site Map ? Links { Search Busines Professi nal OUSER:Product Approval Public User Regulation IItP!f+!!!f3}I""�#1lIA!lRNT1 Product Approval Menu>Product or Aoolica ion Search>Application list>Application Detail FL# FL16906-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C] Product Manufacturer TRI-BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville,IN 46410 (201)842-2449 david.ruiz@tribuiltmateriaisgroup.com Authorized Signature David Ruiz david.rulz@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 iu 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 Rj Validation Checklist- Hardcopy Received Certiflcate of Independence FLi6906 RI COI TBF114001.1 2014 FPA TRI-BUILT Self Adherina HT Underlayment- FINAL.Ddf 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.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 11/10/2015 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 R1 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.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 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: W _cCFeck sccuritv,m imucr: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 11/10/2015 Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TF—cHNICAL. SERvicEs' LLC (813)480-3421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: TRI-BUILT Materials Group Issued April 15, 2015 9050 Louisiana Street Merrillville, IN 46410 (800)516-1485 www.tribuiltmaterialsgroup.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: 507.7.3, 1507.7.3.2, 1507.8.8, 1507.9.9•Properties: Physical properties REFERENCES En!L 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. 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. Iftitin.. SPR ..... p4 2015.04.1 00 " No 74021 = 5 09:46:12 -04'00' .�'. STATE OF :O •. A, Zachary R. Priest, P.E. O R I P' ��� Florida Registration No.74021 NA` �, Organization No.ANE9641 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.