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Home My WebLink AboutProduct Approval (2) iProduct Report Manufactur- Ext- reme, - • • 2160 SW Poma Drive Palm City, FL 34990 ( 772) 872-8034 Product Approval Compliant with Florida Building Code 2017 (6`h ed.) Compliant with Florida Product Approval Rule #61G20-3 Compliant : Keystone Certifications Product: 5 V Crimp 26GA Metal Roofing Panel Corrosion Resistant FBC Sec. 1507.4.3 Yield strength:40ksi Steel Attached to min. 15/32" plywood or Wood Deck w/ min. Attached 24" 0.42 specific gravity with screws.24" Coverage Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1506, 1507 Fastener for Method 1 Attachment#9-15 x 1"Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16"thru wood decking Fastener for Method 2 Attachment#9-15 x V Hex Head w/EPDM Bonded Steel Washer to penetrate 3/16"thru 15/32"min. plywood deck or 5/8"into wood plank Underlayment: To be compliant with FBC Sec.1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. Install Details: Table A Allowable Loads METHOD 1 METHOD 2 FASTENER PLACEMENT DESIGN PRESSURE* -85 PSF -114.25 PSF METHOD 1 IN RIB PEAKS ROW SPACING 12"D.C. 121,O.C. METHOD 21N PANEL FLATS FASTENER SPACING 12" D.C. 12"D.C. *SEE INSTALL DRAWINGS FASTENER SIZE: #9 #9 *ALLOWABLE DESIGN PRESSURE MARGIN OF 2 T01 Reference Data: HURRICANE TEST LAB#TST ID: 1527 TAS 125-03 Test#0223-0307-01;METHOD 1 - (UL 1897-041) TAS-125-03 Test#0223-0517-06,METHOD 2 EQUIVALENCY UL 1897-04 IS EQUIVALENT TO UL 1897-12 TEST STANDARD * DESIGN PRESSURE SAFETY MARIGIN 2:1 Certificate of Independence: Locke Bowden,P.E.does not have,not will acquire a financial interest in any company manufacturing or distributin products under this evaluation. �ti��e I11 rrr f th Locke Bowden,P.E.is not owned,operated,or controlled by_an company,manufacturer,or distribuNggf-ailta9.4it•t�iiS report. �r-"uall� Jc ` rG MAY 2 c`J05a$ )2'1. : ST. Luc' S i,1.i E 0F '.4�= PL INCE OR ''CODECOM _ B®CC Compliance Statement: These products herein evaluated have demonstrated compliance with the Florida Building Code 2017 6th ed.,with referenced documents submitted. Limitations: 1. Underlayment to be compliance with current Florida Building Code 2017 6th ed-,Section 1507.1.1 2. Products are compliant for State of Florida.product approval per Rule 61G20-3 3. Compliance Method: 1-D 4. Fire classification is not part of this acceptance.Shear diaphragm values are outside this report. 5. All support framing compliant w/Florida Building Code 2017,Chapters 22 for Steel,23 for Wood and 16 for Structural Loading.Design of support and attachment to the framing is outside the scope of this evaluation. 6. Rule 61G20-3 allows for engineering analysis by registered/licensed others for"project specific approval"by local authorities,authorized by the code,and is the responsibility of others. 7. This report does not imply warranty,installation,recommended product use outside of this report. FFasteners- 4�9-15 Hex-Head Screws With SV-CriffV Roof Panel EPDI11 Bonded Steel Ih'ashers 1l� :r,: ;r r .its• :'W ,,. iite : , �, a,u. i _i; �. to . 3Lri�-a:�S:>illl��;l,,.h�ac'�:11=9i:1!W.�uS,:u��,l:��.'v>:'3fl�c<:c'>Lii.� :atl:':Le:�.l;;•yil:<�•t'• w1 r. � '�I Deck: -15!37'or greater Plywood,or -Wood plank Fasteners- *-15 Hex-Head Screws With 5V Crimp`° Roof Panel EPDM Bonded Steel Washers .C�I�;I ',L';'�U.tr JL �ylit. rr.z�a�ty�::u t n,r. �i1•`-1'' ilil:•�;ia,-=.�' � iu ;4�,:y ti;' '• ih.�� Ja ZZ Ja n a li r ��1��llr...l��i�ilo•x1t;.T�,�yS�E;li;;�IL''>•;1ti�=:;tira�lt;"."��-.��✓.�:i).! rtiu:�tlu::'d11:;:�1.l4� Lc l�f,?``�Ilk�j��jf Deck: -15132"or greater Plywood,or -Wood plank Oroduct ReportFabricators, 2160 SW Poma Drive Palm City, FL 34990 772)872-8034 Florida Product • Ii Compliant with Florida Building Code 2017 (6th ed.) Compliant with Florida Product Approval Rule #61G20-3 Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min. 15/32"plywood or Wood Deck w/min.0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Fastener 2 (Method.2,3,&4 Attachment):#10 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min.thru deck or 5/8" embedment into wood plank. (*or sufficient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. .dee Fastener attachment specirieations above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DESIGN PRESSURE_* -86 PSF -93.5 PSF -101 PSF -228 PSF ROW SPACING 16"o.c. 16"o.c. 8"O.C. 6"o.c. FASTENERSPACING (ALONG Panel width) 12"o.c. 12"o.c. 12"o.c. 12"o.c. FASTENER SIZE #9 #10 #10 #10 Reference Data: ARCHITECTURAL TESTING, INC.TST ID#:1527 UL 580-06& 1897-041 Test Report 1M893.01-450-18 05/02/24 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCT(--UL 1897-04 is equivalent to test standard UL 1897-1 *Design pressure margin of safety 2.1 Locke Bowden,P.E.does not have,not will acquire a financial in i o�' F•eQ 40m1*gfacturing or distributing products under this evaluation. %' Locke Bowden,P.E.isnot owned,operated,or controlled by a&comparftilprnlibii7 Mures,or distributing products under this report. ; .? .4 Sit TE f �',�it•.�CQf�10��'1�4� :I. NAL i .� c; t r t , s� r d .y� X FL17O22.1 5V Crimp (26GA Steel), 24" Wide Roof Panel -Details Limitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6th ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBG 2017 6th ed., Chapter 22 for Steel, Chapter-23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty, installation, recommended product use outside of this report. Fasteners- #9 x 1-112'Min.ar #10 x 1-112'Min.perTab/a A'for Row 5-V Qirrip Roof Panel Spacing and Design Pressures Hex Washer Head Wood Screws 10 �v � •U ti 1 Deck 15132"or greater Plywood,or Wood plank 24- 1�' 318" fJPT10PL1t.S'rRIATIOFki Panel Profile Nominal 12" Nominal 12" o.c. O.C. Fasten 9 X -1/2"Min. or #10 x 1-1/2"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c.across the Panel Wdth Panel Refer to Table"A"for Spacing Along Panel Overlap Length Deck-15/32"or greater Plywood,or -Wood plank NCBUCK Sp=clalti.,l Structural Eng1neering CBUCK,Inc.Certificate of Authorization#8064 Evaluation Report rGGrZyVcii "Ultra HT Wind & Water Sea ITM" MAY 21 2020 Roof Underlayment ST. Lucie County, Permitting: Manufacturer: MFM Building Products Corp. 525 Orange Street Coshocton, Ohio 43612 (740) 622-2645 - for Florida Product Approval # FL 11842.3 R4 Florida Building Code 6th Edition (2017) Method: 1 - d Category: Roofing Sub - Category: Underlayment Product: "Ultra HT Wind &Water Seall " .Description: Self-Adhered Underlayment Facsimile of digital copy signed by Prepared by: James L.Buckner,P.E. Electronically signed and sealed documents shall James L. Buckner, P.E.,SECB comply with the provisions of FAC Rule 61G15-23. Florida Professional En ineer#31242 ""',11 Florida Evaluation ANE ID: 1916 SUC��L ��.•'��CENSF'•..F��: Project Manager: Diana Galloway ;*:: •: Report No. 17-131-UHT-ER _ Nos1za2 _ (Revises 15-115-UHT-ER,FL11842.5 R3) UJ Z Date: 07/09/17 'n STATE OF ORI Contents: Evaluation Report Pages 1—5 2017.08.28 14:49:18-04'00' CBUCK,Inc.dba CBUCK Engineering Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net Business:1374 Community Dr.,Jupiter,FL 33458-Corp/Mailing:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062