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Home My WebLink AboutProduct Approval Florida Building Code OnF,,7-1\ Page 1 of 3 -aa ,G'.ac c�.�-rt._ :h-�wr .:,1� .?r..�r�.tia ^d� ['F`¢ �.; f-ek.-�{�C -`>M!i;Ii�.► f _ ..-,— L .�� .. „� es'i'-,�-.�' •trs's,_LC�-.'�,. 3 'F a-"�"G.L ..,.z'.^-' ,�..�,..t T P.�..4s�`'� _.-. � - - ram. � ,•...+t r"�`}fl�SA�MdJ +��'��c`q,-�^ti`a a�r 3•-i[`�� • l.. � r� i��`'t E rJ F-.- c`.`I�F.✓��f' ��`�� r 1`�i�`�t� ��.-�i.�C-S lit.»,.'-'' l�-�w'• S _s3?��..."'b �.. .. da) y r zks'i •a ca 4 3 1 z Ti'*s [ �vq {vim;J� '-'7+3,-('�� R..>�r3."�c-•}+ �Y�' .:7�'._r__:.-..i�f- _J.FS'�H�a�"�•' t:t9�3c+c'C•zsl*' SCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts i Pubilmtions Faic Staff SCIS SRe Map { Unks = Search i0t1Ci3 Product Approval _. USER:Pubkc User Product Approval Menu>Product or Application Search>Application List>Application Detail �.,.�."`��""�r:g �� F114645-R2 �a` 2-_,^ yam "i Application Type Revision Code Version 2014 Application Status Approved Comments Archived ._ Product Manufacturer Metal Sales Manufacturing Corporation Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville;KY 40202 (812)218-7342 dsterrner@metaisales.us.com Authorized Signature David Stermer dstermer@metalsales.us.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 Llcensed Florida Professional Engineer . Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Bala Sockalingam Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL14645 R2 COf Certificatefndependence.odf Referenced Standard and Year(of Standard) Standard Year FM 4470 1992 TAS 125 2003 UL 1897 1998 UL 1897 20D4 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Lkensed Professional Engineer or Architect FL14645 P.2 Enuiv TestEauhalentC2010 UL.Pdf 5ections from the Code http://www.flondabuilding.orgipr/pr�-appjtl laspx?parain---wGEVXQwtDqsw8ZVNfe8A... 10/21/2016 Florida Building Code On Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/141201S Date Pending FBC Approval 04/18/2015 Date Approved 06/23/2015 Summary of Products FL* Model,Number or Name Description 14645.1 2.5'Corrugated Min.26 ga.,21.33'wide coverage through fastened roof panel over min. 19/32'thick plywood deck. Limits of Use Installation Instructions Approved for use In HVHZ:No FL14645 R2 II EvaluationReOortC2010 1.odf Approved for use outside HVHZ:Yes Verified By:Bala Scdkalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+NIA/-86.0 Evaluation Reports Other.,Uplift load of 82.3 psf at fastener spacing of 36"o.c.and 86.0 FL14645 R2 AE EvdluationReoortC2010 i.odf psf at fastener spacing of 12"o.c. 1 Created by Independent Third Party:Yes 14645.2 SV-Crimp Min.26 ga.,24 wide through fastened roof panel over min.19/32"thick plywood deck with fasteners through panel Oat Limits of Use' Installation Instructions Approved for use In HVHZ:No FL14645 R2 11 EvaluationReoortC2010 2.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant;N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-149.6 Evaluation Reports Other:Uplift load of 84.5 psf at fastener spacing of 24"o.c.,131.3 psf FL14645 R2 AE EvaluationReoortC2010 2.0f at fastener sparing of 18'o.c.and 149.6 psf at fastener spacing of 12" Created by Independent Third Party:Yes O.C. 14645.3 SV-Crimp Min.26 ga.,24"wide through fastened roof panel over min.19/32'thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 If Evaluati00ReoortC2010 3.odf Approved for use outside HVHZ:Yes Verified By:Bala SodkaGngam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-196.75 Evaluation Reports Other.Uplift load of 41.6 psf at fastener spacing of 36'o.c.,74.8 psf at MA4645 R2 AE EvaluationReoortC2010 3.odf fastener spacing of 16'o.c,and 196.75 psf at fastener spacing of 8"o.c.lCreated by Independent Third Party:Yes 14645.4 SV-Crlmp Mtn.26 ga.,24'wide through fastened roof panel over min.15/32'thick Plywood deck or 7/16"thick OSB with fasteners through panel rib. Limits of Use Installation Instructions Approved for use In IJVHZ:No FL14645 R2 II EvaluationkeoortC2010 4.odf Approved for use outside HVHZ:Yes Verified By:Bala Sorkalingam PE 62240 Impact Resistant-N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-172.5 Evaluation Reports Other:Uplift toad of 30.0 psf at fastener spacing of 36'o.c.and 172.5 FL14645 R2 AE EvaluationReoortC2010 4.odf psf at fastener spacing or 6'o.c. Created by Independent Third Party:Yes 14645.5 Aluminum Classic Rib Nom.0.032"thick,36'wide,aluminum through fastened roof panel over min.15/32'thick plywood deck or 7/16'thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 it EvatuationReportC2010 5.0f Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-120 Evaluation Reports Other:Uplift load of 30 psf at fastener spacing of 36'o.c.and 120 psf FL14645 R2 AE EvaluationReoortC2010 5.odf at fastener spacing of 6"o.c. Created by Independent Third Party:Yes 14645.6 Aluminum Vertical Seam Nom.0.032'thick,16"wide,aluminum standing seam roof panel over min.15/32"thick plywood deck or 7/16'thick OSB. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14649 R2 II EvaluationReoortC2010 6.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+NIA/-97.05 Evaluation Reports Other:Uplift load of 41.55 psf at clip spacing of 36,o.c.,71.0 psf at dip FL14645 R2 AE EvatuationReoortC2010 6.01' spacing of 12"o.c.and 97.05 psf at dip spacing of 12'o.c.with sidelap Created by Independent Third Party:Yes adhesive. 14645.7 Aluminum Vertical Seam Nom.0.032"thick,16"wide,aluminum standing seam roof panel over min.19/32"thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 II EvaluationReoortC2010 7.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockafingam PE 62240 Impact Resistant:N/A Created by Independent Third Party Yes Design Pressure:+N/A/-162.0 Evaluation Reports Other.Uplift load of 41.SS psf at dip spacing of 36"o.c.,100.2 psf at: FL14645 R2 AS EvaluationReoortC2010 7 odf clip spacing of 12'o.c.and 162.0 psf at dip spacing of 12"o.c.with Created by Independent Third Party:Yes supportstrap. 14645.8 Classic Rib Min.26 ga.,36'wide through fastened roof panel over min.19/32"thick Plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 11 EvaluationRe0ortC2010 8 odf Approved for use outside HVHZ:Yes Verified By:Bala SockeGngam PE 62240 Impart Resistant:N/A Created by Independent Third Party:Yes Design Pressures+N/A/--133.9 Evatuation Reports Other.Uplift load of 74.8 psf at fastener spacing of 36'o.c.,92.3 psf at FL14645 R2 AE EvaluationReoortC2010 8.odf fastener spacing of 24"ox.and 133.9 psf at fastener spacing of 18'o c. Created by Independent Third Party:Yes 14645.9 Cassic Rib in.29 ga.,36'wide through fastened roof panel over min.7116"thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 II EvaluationReoortC2010 9.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 10/21/2016 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA.5V CRIMP PANEL' FLORIDA BUILDING CODE 5Tu EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.3-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3r1 Street,Suite 200 Louisville,KY 40202 Telephone: (502)855-4300 Fag: (502)8554290 Prepared By.- Bala Sockalingam,Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave.;Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details(1 Page) -BOCK.A1-1,VJZt No 62240 Report No. C2010-3 , STATE OF �+ Date:3.27.15 :�0 - OR N O AL t ♦♦`♦ 3.3� ,2Ot� i FL 14645.3-R2 C2010-3 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24"wide coverage with(5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or 48 x 2" long wood screws @ 6"o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt.For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 41.6 psf ct fastener spacing of 36" o.c. (Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length.to penetrate through the deck a minimum of 3/8". At panel ends @ 6"o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current FL 14645.3-R2, C2010-3 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No.T181-05,Reporting Date 7/21/05 (Tests#1 &2) Project No.T240-09,Reporting Date 9122/09 Architectural Testing,Inc.—West Palm Beach, FL (Formerly Hurricane Test Laboratory,LLC) Project No.0103-0712-09,Reporting Date 9/1/09 omwr m ac er: o2 az PLM. a ene NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 1 (REQUIRED ONLY FOR REQUIRED FOR PANEL 3 (OPTIONAL) (PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY. 2-5 EXISTING UNDERLAYMENT PANEL FASTENER PER ALLOWABLE (OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET. 8d x 2.5" LONG RING SHANK NAIL OR #8 x 2' LONG WOOD SCREWS SPACED 0 6"O.C. IN THE FIELD & MIN. 2X_ WOOD RAFTER/JOIST/ 4" O.C. AT PLYWOOD EDGES TRUSS AT MAX. 24' O.C. Q( g TYPICAL PANEL INSTALLATION X-SECTION N \ OR OR � �!�o #9-16 OR #10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE NEW UNDERLAYMENT WITH SELF SEALING WASHER AT u� 4 MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE �� NEW CONSTRUCTION)REQUIRED ONLY R SPACING( (PSF) M�o EXISTING SHINGLES to 5V-CRIMP 9 (OPTIONAL) MIN 26 GA. 36 41.6 cnn� a 16 74.8 to 0 8 196.75 EXISTING LINDERLAYMENT (OPTIONAL) PLYWOOD32"THICK (MIN.) GENERAL q DETAIL 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE v FLORIDA BUILDING CODE (FBC), I z N 2. ROOF PANELS SHALL BE MIN. 26 GA. (t - 0.0169"). EFFECTIVE COVERING #9-16 OR #10-14 WOODSCREWS WIDTH OF PANEL = 24". � T 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS WITH SELF SEALING WASHER AT �n \1 NEW UNDERLAYMENT SPECIFIED ON THIS DRAWING. (REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS C, NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS go ARE GREATER THAN THE ALLOWABLE WIND LOADS.SPECIFIED ON THIS DRAWING. EXISTING SHINGLES 5V-CRIMP B. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA (OPTIONAL) MIN 26 GA. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING UNDERLAYMENT PLYWOOD (OPTIONAL) 19/32"THICK (MIN.) 2010-3 DETA I L 2 SHEET NO' 1 of 1.