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Home My WebLink AboutProduct Approval r t I A Florida Building Codc n` 1 of 1 ., AP rE"�m Z+..a_ e'.x, srtu 'ONCE, LED FASTENERS OR ATTACNl�F�TS "ti.Protlud Approval, 1 Ir1 i�^D C�%.s�i J✓~I L:t j. :L ;usEw A�E�w•THE R�E{SPON^S1181UTY OF THE r ' (1 ADDIILA}IOn De9ai1 l f1�u�7 r t 1 =� �..-.. ..,..�._.. FL rr 114645-R2 Application Tyua Revision PLANS g' d �y t�l�► Code vers,on 2034 THESE SUBJECT AND 'ALL PROPOSED CORRECTIONS A pol"Catior.Status Approved ', ARE SUBJECT TO ANY lo6fRY'tECTll`�NS COtTfrnnnts REQUIRED BY FIELD INSPECTORS THAT Archive 1v�i LV�Y� ,E13 L'� �:I �'96I7 Q® •:i Procuct cnufacurer tetai Sails'4anufacturin%�,.;.7i�aatl•�c*:-.. and*ras[Pr,oRe/Ema,i 545 South 31-0 street,Suite 200 I owl-Alle,KY 4020' (832)216.7?%,2 cistermcr+�rnetatsales.u3.eom Autnor,xed S+::nature David Stermer dsrerrnen�Anr?[alsales.us.tom -eaimcaa Representative ST.LLTC_. C4LitiT�_v RI] nn.+v T�7�TI"�ICN ACdres5lphone/Email RFVTEV'F n FOR C 1WLIANCE itEirli�E%E . II� ^ -.. Quality Assurance Representative DATE �) il'Al Andress/Phoneicma;l PLAINS A'�tD PERMIT RUST BE KEPT 5N- JOD Ca>,a_tgery F.ccfinc OR NO INSPECTION WILL BE IrUrj& Subcate{dory Metal Rco(wg Compliance t-tethoo Evaluation Report frem a Florida aeQrStered A.rchitett or a Licensed Florida Professional Engineer E:'aivaticn Report.-tiardcopy Receivea Florida Engineer or Arch,tecr Name who developed Etivla Sockalingam the Evaluation Report Florida License PE-622AO Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date :2131!2�20 Vandated by Yoose'Law,F.E. Validation Chect.!ist-Hardcopy Receweo Certificate of lnoependence ., i n,;,-•, .. Referenced Standard and year(of Standard) St snt9>!�, Ygat F^1 4470 1992 'As 125 2003 Ul.1697 1998 UL 1397 1 UL 580 1994 U[.580 2006 Egwvalerue of P-oduct St3ndardc_ Certified 6y Florida Licensed Professional Engineer Or Arviaect s r. Sections iron the Cede https:;`www,tloridabuildinz.org,pr pr app dtl_asl)w`_'param—vCjEVX(.)%vtDgs«SZVNIeSA... :2122016 Florida Building Code Online • Page 2 of 4 • Product Approval Method Method 1 Option D Date Submitted 03/31/2015 Date Validated 04/14/2015, 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 Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86.0 Evaluation Reports Other: Uplift load of 82.3 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReoortC2010 l.pdf and 86.0 psf at fastener spacing of 12"o.c. Created by Independent Third Party:Yes 14645.2 5V-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 R2 II EvaluationReportC2010 2.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/-149.6 Evaluation Reports Other: Uplift load of 84.5 psf at fastener spacing of 24" FL14645 R2 AE EvaluationReportC2010 2.pdf o.c., 131.3 psf at fastener spacing of 18"o.c.and 149.6 psf Created by Independent Third Party: Yes at 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 FL14645 R2 II EvaluationReoortC2010 3.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/-196.75 Evaluation Reports Other: Uplift load of 41.6 psf at fastener spacing of 36" FL14645 R2 AE EvaluationReportC2010 3.pdf o.c.,74.8 psf at fastener spacing of 16" o.c.and 196.75 psf Created by Independent Third Party: Yes at fastener spacing of 8"o.c. 14645.4 5V-Crimp Min. 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 HVHZ: No FL14645 R2 II EvaluationReportC2010 4.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/-172.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReportC2010 4.pdf 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 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 II EvaluationReportC2010 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 Other: Uplift load of 30 psf at fastener spacing of 36"o.c. FL14645 R2 AE EvaluationReportC2010 5.pdf and 120 psf 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 FL14645 R2 II EvaluationReportC2010 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 3/14/2017 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5`11 (EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.3-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Far: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., Y.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(I Page) IA., No 62240 Yr w Report No. C2010-3 A^° ' .• STATE OF u. Date: 3.27.15 0 - Al, • • FL 14645.3-R2 C2010-3 3.27.15 Page 2 of 3 Maiiufacturer: Metal Sales Manufacturing Corporation Product.Name: 5 V-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 1,18 x 2" long wood screws a. 6" o.c. (Minimum) in the plywood field and u,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 430 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 @ 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: 49-16 or 410-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through die deck a minimum of 3/8". At panel ends a,6" o.c. across panel width At intermediate rt, 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 .5.27.15 Page 3 of 3 approved roofing materials directory or ASTM E 108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineeiing mid Testing Inc_ Project No. T181-05,,Reporting Date 7/21/05 (Tests#I & 2) Project No. T240-09,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 �N �a � os a!n/ie NEW UNDERLAYMENT— FASTENER AT PANEL FLAT 5V-CRIMP EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL 1 (OPTIONAL) r (PANEL OVERLAP) N(REQUIRED REQUIRED NEW ENDS FOR PANEL: b u 4 v w u EXISTING UNDERLAYMENT MINIMUMATTACHMENT: P` ANEL FASTENER PER ALLOWAELE (OPTIONAL) 8d x 2.5 LONG RING SHANK NAIL PRESSURE TABLE ON THIS SHEEP. OR #8 x 2' LONG WOOD SCREWS IN. SPACED 0 6" O.C. IN THE FIELD k TRUSSAT MAX. 24" O.C.2X_ WODD RAFTER/JOIST/ 4" O.C. AT PLYWOOD.EOGES. 9 T . TYPICAL PANEL INSTALLATION X—SECTION 0 cl �o 1�3Q o N9-16 OR_#10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE 'v M WITH SELF SEALING WASHER AT Y NEW UNDERLAYMENT MAXIMUM SPACING OF 36' O.C. FASTENER PRESSURE (REWIRED ONLY FOR J NEW CONSTRUCTION) I�1 SP(I!)G (PSF) EXISi1FIG SHINGLESSV-CRIMP (OPTIONAL) r MIN 26 GA. 36 41,6 00 an i 3 16 74.8 ) S 8 196.75 ul EXISTING UNDERLAYMENT n d o (OPTIONAL) as PLYWOOD (MIN.) GENERAL NOTES: ag a -w DETAIL 1 k'i. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE v FLORIDA BUILDING CODE (FBC). I N� 2, ROOF PANELS SHALL BE MIN. 26 GA (t - 0.0169'). EFFECTIVE COVERING u�1 #9-16 OR 110-14 WOODSCREWS WIDTH OF PANEL = 24".3. THE ROOF PANELS SHALL DE INSTALLED OVER SHEATHING & STRUCTURE AS M1 NEW UNDERLAYMENT WITH SELF SEALING WASHER AT SPECIFIED ON THIS DRAWING. - (REQUIRED ONLY TOR MAXIMUM SPACING OF 36" O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS NEW CONSTRUCTIOk) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REWIRED DESIGN WIND LOADS g ARE.GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAVANG. EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS.MUST BE IN ACCORDANCE WITH THIS DRAWING k THE FLORIDA (OPTIONAL) FAIN 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 RESPONSIBIUTY OF OTHERS. r EXISTING UNDERLAWF ENT t (OPTIONAL) PLYWOOD 140, r.v. DETAIL 2 19/32• THICK (IAIH.) 2010-3. SMFE�MJ. i