The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPRVAL METAL ROOFINGt BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map Links ; Search E bolida f Product Approval P ....USER: Public User i>roduct Approval Menu > Product or Application Search > Application List > Application Detail I ( FL # FL17678-R3 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 0 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 12/31/2018 Validated By Locke Bowden I ED Validation Checklist - Hardcopy Received Certificate of Independence FL17678 R3 COI DRX15001.3 2014 FBC Evaluation Report NonHVHZ - FINAL. f Referenced Standard and Year (of Standard) Standard Year TAS 125 2003 UL580 2006 UL1897 2004 Equivalence of Product Standards Certified By Sections from the Code File CoO i Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/16/2017 06/16/2017 06/20/2017 08/08/2017 09/15/2017 FL # Model, Number or Name Description 17678.1 Drexel Metal Roofing Systems DMC 100NS, DMC 150SL, DMC 150SS, DMC 175S, DMC 200S, DMC 450, DMC.5V & DMC Corrugated Limits of Use Installation Instructions Approved for use in HVHZ: No FL17678 R3 II DRX150013 2014 FBC Evaluation Report Non HVHZ-FINAL.odf Approved for use outside HVHZ: Yes 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 FI 77E$, .5—AlE,_t RXI 0,01.3,„?0].4 FE3C Evalta,�linn_Re orb NonHVHZ-FINAL.odf Created by Independent Third Party: Yes Back Noxt Contact Us :: 2601 Blair Stone Road, 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: ECk£Y Credit Card Safe Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: DREXEL METALS, INC. Issued June 16, 2017 1234 Gardiner Lane Louisville, KY40213 (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: 1504.3.2 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Architectural Testing (TST1558) 56840.02-122-18 TAS 100 1995 Architectural Testing (TST1558) 58389.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58459.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing (TST1558) 82776.01-109-44 UL:580 2006 Architectural Testing (TST1558) 82776.01-109-44 UL 1897 2004 Architectural Testing (TST1558) 82784.01-109-44 UL 580 2006 Architectural Testing (TST1558) 82784.01-109-44 UL 1897 2004 Architectural Testing (TST1558) 83296.01-109-44 UL 580 2006 Architectural Testing (TST1558) 83296.01-109-44 UL 1897 2004 Force Engineering & Testing (TST5328) 178-0054T-12 UL 580 2006 Force Engineering & Testing (TST5328) 178-0054T-12 UL 1897 2004 Force Engineering & Testing (TST5328) 178-0055T-12 UL 580 2006 Force Engineering & Testing (TST5328) 178-0055T-12 UL 1897 2004 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) 0287-0313-07 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) VLS-005-02-01 ASTM B 117 2011 PRI Construction Materials Technologies (TST5878) VLS-005-02-01 TAS 110 2000 PRI Construction Materials Technologies (TST5878) VLS-004-02-01 ASTM G 155 2005a PRI Construction Materials Technologies (TST5878) VLS-004-02-01 TAS 110 2000 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 I 2003 PRI Construction Materials Technologies (TST5878) DMC-016-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1 UL 1897 2004 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1 UL 580 2006 PRI, Construction Materials Technologies (TST5878) DMC-018-02-01 UL 1897 2004 PRI Construction Materials Technologies (TST5878) DMC-018-02-01 UL 580 2006 PRI Construction Materials Technologies (TST5878) DMC-024-02-01 UL 1897 2004 PRI Construction Materials Technologies (TST5878) DMC-024-02-01 UL 580 2006 DRX15001.3 FL17678-R3 Page 1 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 TECHNICAL SERVICES, LLC FaiL Report No. Standard Year PRI Construction Materials Technologies (TST5878) DMC-033-02-01:1 UL 1897 2004 PRI Construction Materials Technologies (TST5878) DMC-033-02-01.1 UL 580 2006 PRI Construction Materials Technologies (TST5878) DMC-037-02-01 UL 1897 2004 PRI Construction Materials Technologies (TST5878) DMC-037-02-01 UL 580 2006 PRI Construction Materials Technologies (TST5878) DMC-037-02-02 UL 1897 2004 PRI Construction Materials Technologies (TST5878) DMC-037-02-02 UL 580 2006 PRI Construction Materials Technologies (TST5878) DMC-038-02-01 UL 1897 2004 PRI Construction Materials Technologies (TST5878 D - UL 580 2006 PRODUCT DESCR1Pfi N DMC 1 IINS i Profile:. ' 1 in. snap lock seam; Max. 16 in. coverage Is Description: I Non-structural, snap lock standing seam roof panel with integral perorated nail Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fv = min. 50 ksi; Shall conform with FBC Section 1507.4.3 is" I DMC 150SL I Profile: 1 1.5 in. snap lock seam; Max. 16 in. coverage ----------------- -..................... ,... - - --- _...-- ....... I Description: ' Non-structural, snap lock standing seam roof panel L............ _.._............ ..........._............ ._,.... _...----.........__................--........._.._...........__.._........._.._......_...---...._....--.......... ............. ... .......... .._............ ... ....... ....._............... -............. -.......... --........... ._.._... __.._..._._. Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 DMC 150SS I Profile: 11.5 in. mechanical seam; Max. 16• in. coverage Description: Non-structural, mechanical lock standing seam roof panel :....:.......... ---.......................................................... ----._...---........... --.... ...... .---.........__............- ..... ...._._ .. — ..._.. - —-._.._.......... _.._-._.._._ Material: Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy — min. 16 ksi; Shall ! conform with FBC Section 1507.4.3 Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or j ! ASTM A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 —{ A„ 31, I r 2 8, 8 12' 1' 7 16" DRX15001.3 FL17678-R3 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 TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5ch Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. VX 'R"p'��i Ri G.E N No 74021 STATE OF •:�4 •,�S'`S"O N A� ��• CERTIFICATION OF INDEPENDENCE 2017.06.16 11:03:00 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 (11 pages) 2) APPENDIX B —Approved Roof Systems (7 pages) 3) APPENDIX C — Design Wind Loads(4 pages) DRX15001.3 FL17678-R3 Page 5 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. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A INSTALLATION Note - Refer to the APPROVED ROOF SYSTEMS section of this repot for specific installation details of a selected system. Unless otherwise s eOifie �the followipg installation details shall be met for the named products: Component Product 0stallatr9n Detail #9-15 HWH wood screw with sealing washer #10-14 HWH wood screw with sealing washer Shall penet • to through the sheathing a minimum 3/8 in. Must be corrosion #10-15 HWH wood resistant in ccordance with FBC section 1507.4.4. Fasteners screws with dual threads and sealing washer #10-13 PH wood screw #10-16 DP3 PH self - drilling screw Sh penetrate through the top rib of the steel deck a minimum 314 in. Must be #14-13 DPI PH self- c rosion resistant in accordance with FBC section 1507.4.4. drilling screw Bearing Plates 18 ga. Bearing Plate�� e . 24 ga. in -seam clip DMC 150SL Clip Clips 24 ga. SS in -seam clip L 24 ga. DMC 150SS Clip 3n T 18n 8 o -T 0 1 / 211 4 DRX15001.3 FL17678-R3 1 ofill 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. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Producf Installation Detail - 18 ga. base; 22 ga. butterfly in -seam clip; 120 in. length; top slider 12 in. o.c. DMC 200S Continuous Butterfly Clip Clips (Cont'd) 24 ga. in -seam clip DMC 450 Clip a � 24 ga. SS in -seam clip DMC 450SS Clip Sealants Bostik 70-05A Shall be applied in continuous beads along the seam Bostik Chem -Calk 915 Fastening Details rNnmanrlatura -I I Aff—t, i—f DMC 100NS DRX15001.3 FL17678-R3 Page 4 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. CREEK TECHNICAL SERVICES, LLC APPROVED ROOF SYSTEMS DREXEL METALS, INC. Metal Roofing APPENDIX B 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 1504.9. 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 on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 go (Fy = min.33 ksi) Wide Rib Deck (Type WR) conforming to ANSI/SDI-RD1.0 & FBC. 6. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 15132-inch thick APA Span -Rated plywood sheathing at maximum 24-inch span. Roof System Numbers and Definitions 100NS-WA DMC 10ONS over Wood Deck New or Existing) 150SL-W# DMC 150SL over Wood Deck (New or Existing) 150SS-S# DMC 150SS over Steel Deck New or Existing) 150SS-W# DMC 15OSS over Wood Deck New or Existing) 175S-S# DMC 175S over Steel Deck New or Existing) 175S-W# DMC 175S over Wood Deck new or Existing) 20DS-S# DMC 200S over Steel Deck New or Existing) 200S-W# DMC 200S over Wood Deck New or Existing) 450-W# DMC 450 over Wood Deck New or Existing)' SV-W# DMC 5V over Wood Deck New or Existing) COR-W# I DMC Corrugated over Wood Deck New or Existing) Approved Systems forDMC 100NS.over Wood Deck (Now or Existing) System No. :Deck ` Fire Barrier Underlayment Roof Panel Panel Attachment MDP (Psi. 10ONS-W1 Min. 15/32 OPTIONAL As required per 24 ga. DMC 100NS DMC f00NS Standard attachment wi h fasteners 97 5 CDX plywood Versashield Solo FBC Max. 16-inch wide spaced 10.5 in. O.G. 10ONS-W2 Min. 15/32 OPTIONAL As required per 24 ga. DMC 10ONS DMC 10ONS Standard attachment wi h fasteners -120 I CDX plywood Versashield Solo FBC Max. 16-inch wide spaced 5.25 in, o.c. 100NS-W3 Min. 15132 OPTIONAL As required per 24 ga. DMC 10ONS DMC 10ONS Enhanced attachment wi fasteners -135 CDX plywood Versashield Solo FBC Max. 16-inch wide spaced 5.25 in. o.c. DRX15001.3 FL17678-R3 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 uct than 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 TECHNICAL SERVICES, LLC DESIGN WIND LOADS DREXEL METALS, INC. Metal Roofing APPENDIX C The following tables provide design wind loads for components and cladding in accordance with Section 1609 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, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 3. Exposure B, C, and D shall be as defined in section 1609 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-ft' or less. 6. Topographic factors such as escarpments or hills have been excluded from the analysis 7. Overhangs have been excluded from the analysis. B. Wind directionality factor, Kd = 0.85 9. V ll is shown in the tables below. Design wind loads are calculated using Vasd = VWI40.6 per 1609.3.1. 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% 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 3ft Gable Hip a� 3 2 3 3 2 3 a 3 2 2 1 2 2 1 2 2 1 2 2 1 2 3 2 3 3 2 3 a 0 2 lal total a lal la DRX15001.3 FL17678-R3 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. M =m od m o o �W W N + W N + 3 (JI O m m+++ W 0) W W N N N O O N N W N N N O t0 t0 t0 . N fD . (.m m m p m m A A A J m m A A A ND W co i N Jl 00 W tJ m m m m IJ v J V W (Jl (ll N S. fJ fJ (J W N N N N N N (Jl S W W W N N N N !0 m N OW iD iD iD W -• M tO tD tD O p m m m p f N m O O O W W : T m OI OI Ol + (T (11 m m (T S m m m W A .Ia O O .I+. W O+ W N O m N N m m N Ol m O Ul V A f0 fO (0 ill W W A A A iD O m V V V Vt OA O a N, J w �I v 0 O gl Of O� N m (l� t>t W 0 S m m (J m m W W N N N t0 t0 N OI t0 O OI O� m N f!I (ll J V (>t J O W m m !b N N N W W Ll IJ N A W m m A AI rJ Al Al W V O J J J O V+ N tV 00 Oo m V �l V O1 m 61 til (T CT 1. W W fil W fJ V V V m m N (T w it ut O iA O W W -1 �I W W -I O V N N N+ (O m W W W fD Ol O N ut ut W O v A A A O t0 J p m Ol fS 0W iJ 0 T to M W W 0M W O W m 0 0 0 A tD m 0 0 0 -! N A W W W �n q m +O 6 6 O m m Oo v m T (n Cn 6, 44 N m 4J W W W IJ IJ W N N N m A (O ill fD (O A A ID 0I A to A+ W Of O! W (J Do fD N 01 f0 W W A A W O W J W W W fD f0 -1 -1 tD A W -+ OI 0� ;G. W W O V r v m O O Vt m (!I 0 0 W W pp . N. m m N 1. 4. p m N N N N fp N N N V A O Ol pm m V A N N N �o W tO W W W W 0+ w m m m -+ �I m 0W O O CJ A w W W m b. a �l J J m O �l G O O N N O O O tD Oo V J Lf fJf + O+ 6 6 fD fD 41 v m m Of AI O N W m W W tD tD W O tD "' m O tO m A A N N A m AJ (O A tO m m m 'P m J �I V W V m W N N 0 0 N W+ 0 W a0 IJ J (T N Ut m O) m FO O 3 W W N 6 lb Oo Oo m m& Ol t0 m W N id O m O1 tJ IJ Ol tO IJ tO m rD N iJ N N W W N A+ W A V W m W (J 0 0 W W 0 A V O+++ m 4J m tr W Ql (1f tD A N T m m V �1 m �1 V t0 UI N J f0 lD t0 t0 rr (T N O O CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX C -Gabf fii 'Roofs In Ex o osare oof sfo e bot+.voen'2:12'and"6:1:12 ' Building Pe Zone Mean" - Roof - -_ Het ht ft Basic Wind S eed m h 120 130 140�1170 180 190 ; 200, . 20 -18.3 -21.4 -24.9 -28.6 -32.5 -36.7 -41.1 -45.8 -50.8 25 -19.1 -22.4 -26.0 -29.8 -33.9 -38.3 -42.9 -47.9 -53.0 30 -19.9 -23.4 -27.1 -31.1 -35.4 -39:'O -44.8 -49.9 -55.3 1 40 -21.1 -24.8 -28.7 -33.0 -37.5 -42.4 -47.5 -52.9 -58.7 50 -22.1 -26.0 -30.1 -34.6 -39.4 44:4 -49.8 -55.5 -61.5 60 -22.9 -26.9 -31.2 1 -35.9 -40.8 46.1 -51.6 -57.5 -63.7 20 -31.8 -37.3 -43.3 -49.7 -56.6 -63.8 -71.6 -79.8 -88.4 25 -33.2 -39.0 -45.2 -51.9 -59.1 -66.7 -74.8 -83.3 -92.3 Enclosed 30 -34.6 40.7 47.2 -54.1 -61.6 -69.5 -77.9 -86.8 -96.2 2 40 -36.8 -43.1 -50.0 -57.4 -65.4 -73.8 -82.7 -92.2 -102.1 50 -38.5 45.2 -52.4 -60.2 -68.5 -77.3 -86.7 -96.6 -107.0 60 -39.9 -46.9 -54.4 -62.4 -71.0 -80.2 -89.9 -100.1 -111.0 20 47.0 -55.2 -64.0 -73.5 -83.6 -94.4 -105.8 -117.9 -130.7 25 -49.1 -57.7 -66.9 -76.8 -87.3 -98.6 -110.5 1 -123.2 -136.5 3 30 -51.2 -60.1 -69.7 -80.0 -91.1 -102.8 -115.3 -128.4 -142.3 40 -54.4 -63.8 -74.0 -84.9 -96.6 -109.1 -122.3 -136.3 -151.0 50 -57.0 -66.9 -77.5 -89.0 -101.3 -114.3 -128.2 -142.8 -158.3 60 -59.1 -69.3 -80.4 -92.3 -105.0 -118.5 -132.9 -148.1 -164.1 20 -24.5 -28.8 -33.4 -38.3 -43.6 -49.2 -55.2 -61.5 -68.2 25 -25.6 -30.1 -34.9 40.0 45.6 -51.4 -57.7 -64.2 -71.2 1 30 -26.7 -31.4 -36.4 41.7 -47.5 -53.6 -60.1 -67.0 -74.2 40 -28.4 -33.3N41.9 6 -44.3 -50.4 -56.9 -63.8 -71.1 -78.8 50 -29.7 -34.95 -46.4 -52.8 -59.6 -66.9 -74.5 -82.5 60 -30.8 -36.2 -48.1 -54.8 -61.8 -69.3 -77.2-85.620 -38.1 -44.78 -59.5 -67.7 -76.4 -85.7 -95.4 -105.8 25 -39.8 -46.7 -62.1 -70.7 -79.8 -89.5 -99.7 -110.5 Partially 240 30 -41.5 -48.7 -64.8 -73.7 -83.2 -93.3 -103.9 -115.2 Enclosed -44.0 -51.69 -68.7 -78.2 -88.3 -99.0 -110.3 -122.2 50 -46.1 -54.18 -72.0 -82.0 -92.5 1 -103.8 -115.6 -128.1 60 47.8 -56.1 -65.1 -74.7 -85.0 -95.9 -107.6 -119.8 -132.8 20 -53.3 -62.6 -72.6 -83.3 -94.8 -107.0 -119.9 -133.6 -148.1 25 -55.7 -65.3 -75.8 -87.0 -99.0 -111.7 -125.3 -139.6 -154.6 3 30 -58.0 -68.1 -79.0 -90.7 -103.2 -116.5 -130.6 -145.5 -161.2 40 -61.6 -72.3 -83.8 -96.2 -109.5 -123.6 -138.6 -154.4 -171.1 50 -64.6 -75.8 -87.9 -100.9 -114.8 -129.6 -145.2 -161.8 -179.3 60 -66.9 -78.5 -91.1 -104.6 -119.0 -134.3 -150.6 -167.8 -185.9 DRX15001.3 FL17678-R3 3of4 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. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX C GablelHi Roofs In Exposure D Raof sto a betsveea2:12 and 6.1:�12 Building Type Zone << Mean ` NeR ht ft Basic Wind Speed m h . 1 12o ,, 130 140 150 180 ., g 170 180 - 190 - ....... 200 _c.,. 20 -21.9 -25.7 -29.9 -34.3 -39.0 -44.0 -49.3 -55.0 -60.9 25 -22.7 -26.7 -31.0 -35.5 -40.4 -45.6 -51.2 -57.0 -63.2 30 -23.6 -27.6 -32.1 -36.8 -41.9 -47.3 -53.0 -59.1 -65.4 1 40 -24.8 -29.1 -33.7 -38.7 -44.0 -49.7 -55.7 -62.1 -68.8 50 -25.8 -30.3 -35.1 -40.3 -45.9 -51.8 -58.0 -64.6 -71.6 60 -26.6 -31.2 -36.2 -41.6 -47.3 -53.4 -59.9 -66.7 -73.9 20 -38.2 -44.8 -52.0 -59.7 -67.9 -76.6 -B5.9 -95.7 -106.0 25 -39.6 -46.5 -53.9 -61.9 -70.4 -79.5 -89.1 -99.2 -110.0 30 -41.0 -48.1 -55.8 -64.1 -72.9 -82.3 -92.3 -102.8 -113.9 Enclosed 2 40 -43.1 -50.6 -58.7 -67.4 -76.7 -86.5 -97.0 -108.1 -119.8 50 -44.9 -52.7 -61.1 -70.1 -79.8 -90.1 -101.0 -112.5 -124.7 60 -46.3 -54.3 -63.0 -72.4 -82.3 -92.9 -104.2 -116.1 -128.6 20 -56.5 1 -66.3 -76.8 -88.2 -100.4 -113.3 -127.0 -141.5 -156.8 25 -58.5 1 -68.7 -79.7 -91.5 -104.1 -117.5 -131.7 -146.8 -162.6 30 -60.6 -71.2 -82.5 -94.7 -107.8 -121.7 -136.4 -152.0 -168.4 3 40 -63.8 -74.8 -66.8 -99.6 -113.4 -128.0 -143.5 -159.9 -177.1 50 -66.4 -77.9 -90.4 -103.7 -118.0 -133.2 -149.4 -166.4 -184.4 60 -68.5 -80.4 -93.2 -107.0 -121.7 -137.4 -154.1 -171.7 -190.2 20 -29.4 -34.6 40.1 -46.0 -52.3 -59.1 -66.3 -73.8 -81.8 25 -30.5 -35.8 41.6 47.7 -54.3 -61.3 -68.7 -76.5 -84.8 1 30 -31.6 -37.1 43.0 49.4 1 -56.2 -63.5 -71.2 -79.3 -87.8 40 -33.3 -39.0 45.3 -52.0 -59.1 -66.8 -74.8 -83.4 -92.4 50 -34.6 -40.6 47.1 -54.1 -61.6 -69.5 -77.9 -86.8 -96.2 60 -35.7 -41.9 -48.6 -55.8 -63.5 -71.7 -80.4 -89.5 .-99.2 20 45.7 -53.6 -62.2 -71.4 -81.2 -91.7 -102.8 -114.5 -126.9 25 47.4 -55.6 -64.5 -74.0 -84.2 -95.1 -106.6 -118.8 -131.6 Partially 2 30 -49.1 -57.6 -66.8 -76.7 -87.2 -98.5 -110.4 -123.0 -136.3 Enclosed 40 -51.6 -60.6 -70.2 1 -80.6 -91.8 -103.6 -116.1 -129.4 -143.4 50 -53.7 -63.1 -73.1 1 -83.9 -95.5 -107.8 -120.9 -134.7 -149.2 60 -55.4 -65.0 -75.4 -86.6 -98.5 -111.2 -124.7 -138.9 -153.9 20 -64.0 -75.1 -87.1 -99.9 -113.7 -128.4 -143.9 -160.3 -177.7 25 -66.3 -77.8 -90.3 -103.6 -117.9 -133.1 -149.2 -166.3 -184.3 3 30 -68.7 -80.6 -93.5 -107.3 -122.1 -137.9 -154.6 -172.2 -190.8 40 -72.3 -84.8 -98.3 -112.9 -128.5 -145.0 -162.6 -181.1 -200.7 50 -75.2 -88.3 -102.4 -117.5 -133.7 -151.0 -169.2 -188.6 -208.9 60 -77.6 -91.1 -105.6 -121.2 -137.9 -155.7 -174.6 -194.5 -215.5 DRX15001.3 FL17678-R3 4of4 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.