The URL can be used to link to this page

Home My WebLink AboutProduct Approval SCIS Home 1 Login .� User Registration t• Hot Topics t Submit Surcharge ( Stats.BFacts i Publications. ( FBC Staff + BCIS Site Mapt i� Links # Searcht d"Wwamdda Product Approvals � � � -„ USER:Public User S.'' �� Fq 12- 0� Product Anorovai Menu>Product or Application Search>Application Lis l>Application Detail FL# FL14645-R3 d� Application Type Revision �4. Code Version 2017 Application Status Approved Comments Archived [I) Product Manufacturer Metal Sales Manufacturing Corporation ylip, COPY Address/Phone/Email 545 South 3rd Street,Suite 200 Louisville,KY.40202 '(502)855-4300 dstermer@metaisales:us.com Authorized Signature David Stermer nSNJ � R dstermer@metaisales.us.com f� L. GOOF. ATY �� ` l Technical Representative .T j 9•�Gje Address/Phone/Email m GOut ®G!� C 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,Bala Sockalingam Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/27/2026 Validated By Yoosef Lavi,P.E. o6 Validation Checklist-Hardcopy Received Certificate of Independence FL14645 R3 C01 Certi icaterndeoendence•Ddf Referenced Standard and Year(of'Standard) Standard Year FM 4470 2012 TAS 125 2003 UL 1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option 0 Date Submitted 09/09/2017 Date Validated 09/14/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Descriptiow 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 R3 it EvaluationRenortC2182 1 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/-86: Evaluation Reports Other:Uplift load of 82.3'psf at fastener spacing of 36"o.c. FL14645 R3 AEEvaluationReDortC2182 1.odf and 86.0 psf at fastener spacing of 12"o.c. 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 flat. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R3 II Vigil ua lonR oortC2182 2:12df 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., FL14645 R3 AE EvaluationReportC2182 2.odf 131.3 psf at fastenerspacing of 18"o.c.and 149.6 psf at Created by Independent Third Party:Yes fastener spacing of 12"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 FL14648 R3 i(_ yaluationRepor G�182 3 odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240- Impact 2240Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-196.75 Evaluation Reports S Other:Uplift load of 41.6 psf at fastener spacing of 36"o.c., FL14645 R3 AE EvaluationRenortC2182 odf 74.8 psf at fastener spacing of 16"o.c.and 196.735 psf at Created by Independent Third Party Yes fastener spacing of 8"o.c. 14645.4 SV-Crimp M.im 26 ga.,24"Wide through fastened roof panel over min 15/32'thick plywood deck or 7116'thick OSB with fasteners through panel rib. Limits of Use ~� Installation Instructions Approved for use in HVHZ:No FL144645 R3 II EvaluationRe op rtC2182 4,odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistantd N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-172.5 Evaluation Reports Other:Uplift load of 30.0 psf at fastener spacing of 36"o.c. FLI 645 R3 AE EvalgationRenortC2182 4-Ddf and 172.5 psf at fastener spacing of 6"o.c. Created.by Independent.Third Party:Yes 14645.5 Aluminum.Classic Rib Nom. 0.032"thick,36"wide,aluminum through fastened roof i panel.over min. 15/32"thick plywood deck or 1/16"thick OSB. { Limits of Use installation Instructions Approved for use In HVHZ:No FL14645 R3 1T EvaluationRenortC2182 5.pdf 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 I Otherr Uplift load of 30 psf at fastener spacing of 36"o.c.and FL14645 R3 AE; Ev_aji ationRenortC2182 S.,odf t 120 psf at fastener spacing of 6"o.c. ; Created by Independent Third Party:Yes 24645.6 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 t Approved for use In HVHZ:No FL14645 R3 II EvaluationReportC21 82 6 odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62,240 Impact Resistant:'N/A Created by Independent Third Party:Yes Design Pressured+N/A/-97.05 Evaluation Reports. Other:Uplift load of 41.6 psf at clip spacing of.36"o.c.,71.0 [I iA# 4E VALUATIONREPORT OF IV1lC'�AL sSALES NANUFACTURING GORPORAT IUB °2G GA 5V CRIIF PANEL' F ' ,s;.,.; �.;i• .i s,x._ _ori # � - l7LORIDA BUILDING C+C DE 6TH EDITION(20l 7) E �FLORIDA PROT1i3CT APPROVAl1 k FLy 14645:3-R3 _.. rAE { ROORNC bi NtTAL ROOFING t t £ Prepared or,; r E f a Metal sales I4la�nufacturmg Corporation 545 South 3rd Stye4 :Suite-200 `€ KY 40242, € ° 'h€ , Telephone ( 02)855-4300 (502)855200 c t i l A f4.€ s3�3iS1 a t k 3 j f s y n 3 s y a a i r pared B # > Bala`Soekalingam,l'h D,R•E '�� Florida Professional Eiigine r ' � e ��2�4a: Lansing Ave.,'Suite,+C E ��t a a E Tnlsa,O 74106 � ,NE 4 €T"elephone � (91 492 5992 sg x g r _ fr - ; - £ _ - .4 This`reporr"consists tot, Evaluation Report(31 ages including cover) ii'tiiuirt s 1;4 ttt x� # § s£vInstallahon Details(1 Paged � Sp.CK.4tt i�'► �4 �aV .. -{ - t }iL9. )j k. t3R € k x# iv; 'wM1 g _. •.J..it ab oo S STA�' CrF ; „ 0. { �, Nci �$2 3 �0 ' ,� ,� a�"R A . � :� Repor�E C2 •.• �' �'a' Y,41, FL 14645.3-R3 C2 i 82-3 9.9.17. Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crump 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" plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5"long ring shank nails or-#8 x 2" long wood screws @ 6" o.c. (Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017.. New Underlayment: Minimum underlayment as per FBC 2017 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 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 41.6 psf @ fastener spacing of 36"lo.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: #946 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 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for eachproject in accordance with FBC 2017 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 FL 14645.3-R3 '- 'C2182-3 9.9.17 Page 3 of 3 Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 andcurrent 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 7/2.1/05(Tests#1-&2) Project No.T240-0.9,Reporting Date.9/22/09 Architectural Testing,Inc.—West Palm Beach,FL (Formerly Hurricane Test Laboratory,LLC) Project No. 0103-0712-09,Reporting Date 9/l/09 . DxuN N: aficKW m: iA DS Jl75l15 EXISTING SHINGLES NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP SEE DETAIL 2 SEE DETAIL 1 REQUIRED ONLY FOR REQUIRED FOR PANEL 3 (OPTIONAL - - / -1/' -(PANEL OVERLAP) NEW CONSTRUCTION) ENDS ONLY. EXISTING UNDERLAYMENTP� M1EL FASTENER PER ALLOWABLE (OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET 8d x 2.5° TONG 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 2 TRUSS AT.MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION a o U N Z �"O N�M #LI6 OR }10-14 WOODSCREWS v NEW UNDERLAYMENT WITH SELF SEALING WASHER AT ALLOWABLE UPLIFT PRESSURE ,� �� I (REQUIRED ONLY FOR MAXIMUM SPACING OF 36' O.C. FASTENER PRESSURE 0�n NEW CONSTRUCTION) �; SP(IN)ACING (PSF) =9 a 5V-CRIMP 530 EXISTING (OPTIONAL)SHINGLES MIN 26 GA 36 41.6 16 74.8 v`r 8 196:75 d a . a c o EXISTING UNDERLAYMENT (OPTIONAL) PLYWOOD •19/32" THICK (MIN.) GENERAL'NOTESc a ani DETAIL 1 1 FLORIDA ARCHITECTURAL ROCOF ODEANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE o 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169'); EFFECTIVE COVERINGd„ #9-16 OR (}10-14 WOQDSCREWS WIDTH OF PANEL = 24'. WITH SELF SEALING WASHER AT 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE A5 ` NEW UNDERLAYMENT MAXIMUM SPACING OF 36' O.C. SPECIFIED ON THIS DRAWING. (REQUIRED ONLY FOR 4. REQUIRED DESIGN WINO LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS - r - NEW CONSTRUCTION) TyPANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED'DESIGN WIND LOADS g g 5 ARE GREATER THAN THE ALLOWABLE WINO LOADS SPECIFIED ON THIS DRAWING: EXISTING SHINGLES 5V--CRIMP 5. 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/JGIS75/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS, 4 b EXISTING UNDERLAYMENT PLYWOOD (OPTIONAL) 19/32"THICK (MIN.) 2182-3 DETAIL 2 -+iCETNa 1 1