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HomeMy WebLinkAboutFL Drexel 1 SNAP LOCK 26GA ECONOr BCIS Home Log In User Registration Hot Topics Submit Surcharge State & F" PublicaMons Contact Us SCIS Site Map Unks Search USM: Public User W._xa ApprovedFL FL30304 Application Type New Code Version 2017 Application Status „ 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/Emall 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 the Zachary R. Priest Evaluation Report Florida License PE -74021 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 validated By Locke Bowden P.E. b` Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL30304 RO COI DRX19002 2017 FBC Evaluation Reggrt NonHVHZ Metal Raofin9-02MLWK YAK ASTM B 117 2016 ASTM G 155 2005 TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Sections from the Code Product Approval Method Method 1 Option D Date submitted 08/15/2019 Date Validated 08/28/2019 Date Pending FBC Approval 08/29/2019 Date Approved 10/15/2019 summary or rroauctai FL # Model, Number or Name Description _ 30304.1 HVHZ Metal Roofing Non-structural metal roof panels for use inside the HVHZ Limits of Use Installation Instructions rt 02017 fBC Evaluation ReggrjyHZ Approved for use to HVHZ: Yes Approved for use outside HVHZ: No EL3004 RO DRX 90i� Metal Roofing082719.1&df Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: +0/-161 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports E 3 0304 go AE DRXi900 Ot7 FBC valuaton Report HVHZ -- -___ a _ _ �_ Menai Roofna9$2719. �f __.-------�— -� . rea a Ird Party: Yes 30304.2 non-HVHZ Metal Roofing Non-structural metal of panels for u tside the HVHZ Limits of Use Installation Instructions Fl 3n3Q4 P.0 II DRv19002 X0_1.7 FBS Evaluat R4it Approved for use to HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A NItnHVHZ Mehl Roofino 0827 9 pelf Verified By: Zachary R. Priest PE -74021 Design pressure: +.0/-161 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports3p4 go AE DRX19002 2017 FBC FvAl i on Rjep= NonHVHZ Metal Roofing Og27arAf 11-11, Created by Independent Third es MEM Contact Lre n 26- i Stair Ston- Stood Tal willis aL 328SS ane• 150.487-1924 The State of Florida is an AA/EEO employer. Q2W9hL=7:n13 State of Florida.:: EdyBSI: S3At9M= :: Acccmlblhtv S atament :: AQW111 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. Instaad, contact the office by phone or by traditional mail. If you have any questions, please contact 050.487.1395. *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 smalls provided may be used for official communication with the licensee. However email addresses are public record. Ifyou do not wish to supply a personal address, please provide the Department with an small address which can be made available to the public, To determine If you are a licensee under Chapter 455, F.S., please click ii9rs.. Pradv, t Approval Amepts: M-�® Credit Card Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Dr °z y Tampa, FL 33647 ' TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 67 EDITION (2017) Manufacturer: DREXEL METALS, INC. Issued August 27, 2019 1234 Gardiner Lane Louisville, KY 40213 (502)716-7143 www.drexmet.com Manufacturing: Port St. Lucie, FL Quality Assurance: Architectural Testing, Inc. (QUA1844) SCOPE Category: Roofing C6413.02-450-18 TAS 125 2003 Subcategory: Metal Roofing D6207-01-450-18 TAS 125 2003 Code Sections: 1504.3 C6413.01-450-18 TAS 125 2003 Properties: Wind Resistance 72-019TOT-07 UL 580 2006 REFERENCES UL 1897 2012 fility Report No. Standard Year Architectural Testing, Inc (an Intertek Company) (TST1527) F8542.01-450-44 UL 580 2006 Force Engineering & Testing (TST5328) 72 -0313T -06A -C UL 1897 2012 Architectural Testing, Inc (an Intertek Company) (TST1527) G1899.01-450-18 UL 580 2006 Hurricane Test Laboratory (TST1527) 0412-1203.07 UL 1897 2012 Architectural Testing, Inc (an Intertek Company) (TST1527) F0755.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) F9156.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) F9156.02-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) 0412-1012-06 TAS 125 2003 Architectural Testing (TST1558) C6413.02-450-18 TAS 125 2003 Architectural Testing (TST1558) D6207-01-450-18 TAS 125 2003 Architectural Testing (TST1558) C6413.01-450-18 TAS 125 2003 Force Engineering & Testing (TST5328) 72-019TOT-07 UL 580 2006 UL 1897 2012 Force Engineering & Testing (TST5328) 72 -0314T -06A -C UL 580 2006 UL 1897 2012 Force Engineering & Testing (TST5328) 72 -0313T -06A -C UL 580 2006 UL 1897 2012 Hurricane Test Laboratory (TST1527) 0412-1203.07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0412-1017-05 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0412-01012-06 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0412-0305-07 TAS 125 2003 DRX19002 FL30304 Page 1 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. z,# CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION DREXEL METALS, INC. Metal Roofing I Profile: 1.5 -inch mechanical seam; Max.20-inch coverage Mechanical Descnpt�on. INon-structural, mm. 180 mechanical lock standing sea -­ -- __......._._...._.......__........_............._.__.... m roof panel; Material•........�..._._[....Min.�1.6.oz/ft`..ASTM B370..........._PP_.........._........__............_..............,......__...._......_................_....._._.........._..................._.........._._...................................... Lock ___._._._._. copper; Shall conform with FBC Section 1507.4.3 s;........_..._...._....,.....__..................._,__..-..._..._......._.._._...._....... ...... ..............._.........__....._..__._...............,......__.........................._....._.......-,_..............._.....__.•._.._.............,.. ............_.. i Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min. 50 ksi); Shall conform with FBC Section 1507.4.3 ............................. _......................._................................................................. _.._......,............................................ . ' Min. 0.032 -inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall iI conform with FBC Section 1507.4.3 16 20" 1.5" Nail Strip iProfile: 1.5 -inch snap lock seam; Max.15.5-inch coverage .._ .......... _............................: Descri .tion: Non-structural, snap lock standing seam roof panel; slotted nail strip; p 1..... i........Material:.. ... M....._...................................._...,_....................._.....__.........,............._....____....._..,.....................................__...__..._............ ..........................._.._....._..........................._................-........... .......... Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = I min. 50 ksi); Shall conform with FBC Section 1507.4.3 PBR and ......Profile:._............................_L..._3/-inch....rib.i....Max.....36-inch cove,rage................. ... .... ._........ ................. . .......................... Econ Line Description: Non-structural, through fastened roof panel PBR................................................._..................................._......................_....................._..._...........-...........-............_._......................._.................._._.................._.............................................._.......................__...-,..._..._- i Material: Min. 26ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 (Fy = min. 40 I ksi); Shall conform with FBC Section 1507.4.3 3115 Cr 90, DRX19002 FL30304 Page 2 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. CREEK ,LLC DREXEL METALS, INC. Metal Roofing Econo Line 1" Profile:._.......... z 1 -inch sn..........._.......ckseam; Max.16-inch coverage.-...__ .................................. .........-.............._-... Clipless 1 Description: Non-structural, s lock standing seam roof panel; slotted nail strip; -.......-.............._........._..........._.......,......_........._....__..............__....,...,..._..............,...,........._.............................,..............._.........._......_......................,..,....... ._.............._..-.....,....,.... .... ..... ......... ........ ..... I Material: ;Min. 26 ga. Fluropon oated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min. 40 ksi); Shall con fo with FBC Section 1507.4.3 :_......_._..........-...................._.._.............._......._._..._....__..._...................._.....__............_.._......_..._._..._._........_._...........................__....__...................._,..............._....._......._._......................-....._...................... Min. 0.032 -inch Fluropon® oated ASTM B209 aluminum (Fy = min. 24 ksi); Shall conform with FBC Section 1 07.4.3 1" .... _ . - ..._.... ... ...... ........... .. ........... Stri "ons Optional (Flat Shown) Jacksonville Pro lf`le: — 1 1.5 -inch snap lock seam; Max. 19 -inch coverage f-.........._...............-.......................................!.........-__..........._.........,........,................_........._._.-.......... -................................................... .._-•__..,............................_..........,........,....... ...... ....,....... ... ... ..... ....... .............. ............... .... ,......... ..,.___.......,...........-............................... Beach Series Description: Non-structural, snap lock standing seam roof panel; slotted nail strip; 1.5" Clipless ...... ... ...._..... . ........ .... ...... Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min.50 ksi); Shall conform with FBC Section 1507.4.3 Min. 0.032 -inch ...Fluropon..............._..._........._..........,.........._........._......_............._.,...._......_,....._.........................................,.......,................._.................................................................. ® coated ASTM B209 aluminum (Fy = min. 21 ksi); Shall conform with FBC Section 1507.4.3 , is"- 18" Coverage i Flo, WC3 p R*1,*1 ��3�I�nr�15n't8�'sir.�Ribshv�'at;�l Miami Series Profile: 1.75 -inch snap_ lock seam; Max. 18 -inch coverage 1.75 Snap Description:1........._...._......._...........-..._......._..............,. .....-........_..................._...._........... .....,._............_...._.._........._.........._...................._.........._.._..................................... .....................L..,................................................................................._._p......................V..........................._.. lockSTseam roof panel; Lock Material: M n. 24 ga. Flu opon® coated A standing seam A792AZ50,.....r..A......,_......-......................................................................-...................................... min. 50 ksi);...-Shall conform................................_........._.........._.................._......-..................................4.3 TM A653 G90 steel (Fy = ............__.._......_......_....._.. . Min, 0.032-inch form FBC Section coated STM 6209 aluminum(Fy =min. 24 ksi); Shall ............................._......................._.............................. ........................._..........................................._..._.,__...,...............__..__........................_............__._................._................._.........................,.....,.................................. i � 1 Palm Beach I Profile: 1.5 -inch mechanical seam; Max.20-inch coverage .............. ......._.... ............_..._...... ... ._.......... ............... .... ................ ...... Series 1.5 Descriptio_ n t Non-structural, min. 90° mechanical lock standing seam roof panel; Mechanical Seam Material: Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy = min. 50 ksi); Shall conform with FBC Section 1507.4.3 r-._.............._....._.................................._.................._......_..__......................._....._,..._.__..._._.... .........._--__._....._............... ........._......................................_........_....... .... ._................ ....... ....... .... _...... .... i i Min. 0.032 -inch Fluropon® coated ASTM B209 aluminum (Fy = min. 24 ksi); Shall conform with FBC Section 1507.4.3 ......._...._....-......................................................._...........,.............,.........._.............-........................_............_............,.......,.................._.........._....._.............,.... 12"- 20" Widths Available 1 ,Flat V" CV Relief sh1D` ini r DRX19002 FL30304 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. CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing Key West Profile: Y2 -inch ribs; Max. 24 -inch coverage . ....... . .... .. . .. . ......... . . . ....... . . .. . ............... ...... .... ......... -.1 .... . .... . .... . . . .... . .... . . . ............ . ... ...... . ................... ... ........ . ..... . ........ . ..... . ........ ... . ....... . .. ... . ......... Series 5-V Description: Non-structural, through fastened roof panel ----------- - .­ ... . ....... . .... . ... .............. .. . .. ............. ......... . .... . ............... . ..... ... . . . . . ......... . . . ................ . ...... Crimp Material: Min. 26 ga. Fluropon@ coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy min. 50 ksi); Shall conform with FBC Section 1507.4.3 . ........... ... ........ ........ . . . ............. . ... ....... .... . .. ....... . ......... .... ......................................... . . . ...... ...... . . . ................. ........................ ............ . ....... ... . .......... ........... Z4" tul@xm'"n t*4 Cover-* Stuart Line Profile: 1 -Inch snap lock seam; Max.16-Inch coverage Series 1" Nail .. . ......... ........ .. .. . ........... ................................ . .... . . ......... . ....... .. .................... . ... ..... . ......... ........ Description: Non-structural, snap lock standing seam roof panel; slotted nail strip; ... ... ... ... .. ... ... .. .. ... .. .... .. ..... .. .......... .. . ......... . . . .......... .... . ...... -_­ ............ ..... .................. .... .. . . ..... Strip Material: Min. 24 ga. Fluropon@ coated ASTM A792 AZ50, or ASTM A653 G90 steel (Fy in. 50 ksi); Shall conform with FBC Section 1507.4.3 ..... ......... - ........... . . . . .......... - .. . ..... . .. . ...... . .... . . . .......... . ... ....... ......... .............. . . . . ....... ... ... ... . . . . . .... . ....... . ............ . ..................................... tk h5 DRX1 9002 FL30304 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. o � � CL co m v m (,nv C: 0 D� N m m �00 fl% C:Q N N -0 0 o Er <. 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