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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Onlil s SCANNED BY. St Lucie County EMS Home I Cog In i User Registration Hot Topial l SubmitSurcharge . Stats & Facts �lolida ;i Product Approval (011-USER: PUb11C User Product Approval Menu > Product or Aoolication Search FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email 1 PifII 02 ZO F- 0] �O (n© rZ LL03 w01U1, 2-IQ2iZ UZ>0 V�'O �pblqucf) ar � l LLI ! ��00 i�I-I—M I�t �) ssi CO Z y I — C6l O •— Z � G Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method �ypppllcatlagDetatl FL14645-R3 Revision 2017 Approved 0 Page of I Publications FBCStaff KISSiteMap Links Search RECEIVED VIEWED MAY 0 3 �Q18 ST. Lucie Ct�f1E�.��P�9�tting Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 (502) 855-4300 dsterm a r@ metalsa I es. us. com David Stermer dstermer@metalsales.us.com Roofing Metal Roofing ation' Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name o developed Bala Sockalingam the Evaluation Report Florida License I PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract ExpiratDate 12/27/2026 Validated By Yoosef Lavi, P.E. i✓ Validation Checklist - Hardcopy Received 0 Certificate of Independence I I FC14645 R3 COI Certificateladependence odf Referenced Standard and Year (of Standard). Standard Year I FM 4470 2012 TAS 125 2003 UL 1897 2012 I UL 580 2006 Equivalence of Product Standards Certified By F from Code � Sections the ava I I i I https://www.floridabuilding.org/pr/pr app dtl,aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/09/2017 09/14/2017 09/15/2017 12/12/2017 FL # I Model, Numberor 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 F7114645 R3 II EvalustionReoortC21132 l 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/-86.0 Evaluation Reports other: Uplift load of 82.3 psf at fastener spacing of 36" ox. FL14645 R3 AE EvaluationRgportC2182 1 pdf 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. 19132" thick, plywood deck with. fasteners through panel Flat. Limits of Use. Installation Instructions Approved for use in HVHZ: No FL14645 R3 II Evaluatiorilke C2182 2.pdf Approved for use outside HVHZ: Y 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 R3 AE EvaluationReportC2182 2 odf 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. i 14645.3 5V-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, FL14645 R3 I1 EvaluationReportC2182 3.odf Approved for use in HVHZ, No Approved for use outside HVHZ: Ye Verified By: Bala'Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-196.75 other. Uplift load of 41.6 psf at faste er spacing of 36" Evaluation. Reports FL14645 R3 AE EvaluationReportC2182 3.pdf o.c., 74.8 psf at fastener spacing of '16� o.c. and 19635 psf Created by Independent Third Party: Yes at fastener spacing of 8".o.c. 14645.4 SV-Crimp 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 riff. Limits of Use Installation Instructions Approved for use.in HVHZ: No FL14645 R3 II Ev6luationReoortC2182 4.odf Approved for use outside HVHZ: YRs Verlfied,By: Bala Sockalingam PE 62240 Impact Resistant: N/A I 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 R3 AE EvaluationReportC2182 4 odf and 172.5 psf at fastener spacing of q" O.C. Created by Independent Third Party: Yes Aluminum Ellassic Rib Noma 0.032" thick, 36" wide, aluminum through fastened 14645.5 roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Installation Instructions FL14645 R3 II EvaluationReoortC2182 S.odf Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/ACreated by.Independent Third Party: Yes Design Pressure: +N/A/-120 Other: Uplift load of 30 psf at fastener spacing of 36" o.c. Evaluation Reports FL14645 R3 AE EvalgationReportC2182 5.odf and 120 psf at fastener spacing of 6"1 o.c. Created by Independent Third Party: Yes i 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 I Installation Instructions Approved for use in HVHZ: No FL14645- R3 II Eva1uationkeoortC21826-r)d HZaYes Approved for use outside HVVerified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-97.05 Evaluation Reports FL14645 R3 AE EvaluationReportC2182 6.pdf Other: Uplift load of 41.6 psf at clip -spacing of 36" o.c., 71.0.psf at clip spacing of 12" o.c. and 91.1 psf at Clip Created by Independent Third Party: Yes spacing of 12" o.c. with sidelap adhesive. https;//www.floridabuilding.org/pr/pr_app dt1.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 Florida Building Code Onli! " - Page. 3 of 4 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 'R3 II EvaluationReoortC2182 7.odf Verified y: Bala Sockalingam PE Approved for use outside HVHZ: Yes b Impact Resistant: N/A Created by Independent Third Party - Yes e Design Pressure. +N/A/-162.0 Evaluation Reports Other. Uplift load of 41.6 psf at clip sparing of 36" o.c., FL14645 R3 AE EvaluationReportC2182 7.pdf 1.00.2 psf at clip spacing of 12" o.c. and 162.0 psf at clip Created by Independent Third Party: Yes soacino of 12" o.c. with support strap. 14645.8 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/92" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 B.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/-91 Evaluation Reports Other: Uplift load of 41.5 psf at fastener spacing of 48" o.c. FL14645 R3 AE Eva luationReoortC2182 8.pdf and 91 psf at fastener spacing of 6" o.c. I Created by Independent Third Party: Yes 14645.9 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 R3 II EvaluationReyortC2182 9.pdf Approved for useoutside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-133.9 Evaluation Reports Other: Uplift load of 74.8 psf at fastener spacing of 36" FL14645 R3 AE EvaluationReportC2182 9-off o.c., 92.3 psf at fastener spacing of 24" o.c. and 133.9 psf Created by Independent Third Party: Yes at fastener spacing of 18" o.c. 14645.10 Classic Rib Mln. 29 ga., 36" wide through fastened roof panel over min. 7/16" thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReportC2182 10.od Hf Approved for use outside HVZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-135.0 Evaluation Reports Other: Uplift load of 45 psf at fastene spacing of 24" o.c. FL14 45 R3 AE Eva] ua ionR ortC 182 10. lidf and 135 psf at fastener spacing of 6" o p. Created by Independent Third Party: Yes 14645.11 Classic Rib Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ: No F1 14645 R3 II EvaluationReoortC2182 I1 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 57240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.5 Evaluation Reports Other: Uplift load of 68.4 psf at fastener spacing of 24" o.c. FL14645 R3 AE EvaluationRenortC2182 I1 ndf and 138.5 psf at fastener spacing of 12" o.c. Created by Independent Third Party: Yes 14645.12 Image II Min. 26 ga., 16" wide concealed fastened roof panel over min. 15/32" thick plywood deck or 7/16" thick OSB. Limits of Use Approved for use in HVHZ: No Installation Instructions FL14645 R3 II EyaluationReportC2182 12.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Impact Resistant: N/A Design Pressure: +N/A/-86.55 Other: Uplift load of 20.8 psf at fastener spacing of 24" Evaluation Reports FL14645 R3 AE EvaluationRgoortC2182 12.pilf o.c., 63.5 psf at fastener spacing of 6" o.c. and 86.55 psf at Created by Independent Third Party: Yes fastener spacing of 6" o.c. with sidelap adhesive. 14645.13 PBR-Panel o R-Panel Min. 26 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. Limits of Use Installation instructions Approved for use in HVHZ: No FL14645 R3 II EvaluationReoortC2182 13.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/-131.0 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" o.c. F1.14645 R3 AE EvaluationReportC2182 13.odf and 131.0 psf at fastener'spacing of 6" o.c. Created by Independent Third Party: Yes 14645.14 Pro -Panel III Min. 29 ga., 36" wide through fastened roof panel over min. 15/32" thick plywood deck. https://www.noridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 I Florida Building Code Odl Page 4 of 4 I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZb Yes. Impact Resistant: N/A Design Pressure: +N/A/-71.5 Other: Uplift load of 41.6 psf at fastener: and 71.5 psf at fastener spacing of 12" 0.c contact-U The State of Florida is an AA/EEO employer, 9-01 Under Florida law, emailaddresses are public recc electronic mail to this entity: Instead, contact the o' Section 455.275(" Florida Statutes, effective Octob they have one, The emails provided may be used /o supply a personal address, please provide the Departa Installation Instructions FL14645 R3 II EvaluatlonReoortC2182 14 odF Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports' of 24" o.c. FL14645 R3 AE Evaluat1onRePortC2182 14.odf Created by Independent Third Party: Yes Back Next ht 2007-2013 State of Florida.:: Privacy Statement :: nrrM'inn'cv Statement :: Refund Statement If.you,do. not want your e-mail address released in response to a public -records request, do not send by phone or by traditional mall. If you have any questions, please contact 850.407.1395. -Pursuant to 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If idal communication with the licensee. However email addresses are public record. If you do not wish to with an email address which an be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here. Product Approval Accepts: ® ® ® etta M Credit Card Safe hqs://www.floridabuilding-org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A... 1/12/2018 I I EVALU I TION REPORT OF METAL SALES MANUTACTURING CORPORATION 626 GA: 5V-CRIMP PANEL' i i FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL L 14645.4-R3 ROOTING METAL ROOFING Prepared For: Metal Sales (Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 Prepared By: Bala Sockalingam, Ph.D., PIE. Florida Professional Engineer #62240 1216 1 Lansing Ave., Suite C Tulsa, OK 74106 Tel phone: (918) 492-5992 FAX: (918) 493-3568 This report consists of Evaluation. Report (3 Pages including cover) ,e�a'zeeteeeor,ij Installation Details (1 Page) o ti 5O C KALjN 1,, Load Span Table (1 Page)S�•�?'q,o�� No 62240 cr o ,P - STATE OF Report No. C2182-4 %0�.,A. Date: 9.9.17 `Pses' AL`Ge.' I t 1 I I FL 14645.4-R3 j C2182-4 9:9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation i t Product Name: 5V-Crimp I Panel Description: 24" wide coverage with (5) 1/2" high ribs I Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or I Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick 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 plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:12 or g Requires applied eater in accordance with FBC 2017 Section 1507.4.2. lap sealant for roof slopes less than 3:12. Design Uplift Pressure. (Factor of Safety = 2) 30.0 psf @ fastener 172.5 psf @ spacing of 36" o.c. fastener spacing of 6" 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" and installed as per Metal Sales current installation procedure. 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 UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 1 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded.! The design pressure for reduced fastener spacing may be I directory or AST M E108/UL790 report from an accredited laboratory Dr fire ratings o€this product. Supporting Documents: ' JL5,80 & 1897 Test Reports P-RI Construction Materials Technologies MSMC-017-02, 01, Reporting Date 9/20/13 i i I 1 11 FL 146.45.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials PANEL OVERLAP 5V-CRIMP FASTENER AT PANEL FIAT SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL ENDS ONLY. u i PANEL FASTENER PER UPLIFT MINIMUM ATTACHMENT: LOAD TABLE 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR $8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED 0 6" O.C. IN THE FIELD GUIDELINES & AT EDGES MIN.. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X—SECTION #9-16 OR #10-14 WOQDSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. 5V-CRIMP MIN 26 GA. UNDERLAYMENT —J \— OSB 7/16 THICK (MIN.) OR DETAIL 1 PLYWOOD 15/32 THICK (MIN.) #9-16.OR #10-14 WOODSCREWS WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. II 5V-CRIMP F MIN 26 GA. d 0 0 U N W Z co rN N}} Q NY �w MJ en 55 it •� IVCR L 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE aFLORIDA = m BUI 2. ROOF PANELS (SHALL BE (M N, 26 GA. (t = 0 019").. EFFECTIVE COVERING a.o Wd$ WIDTH OF PANEL = 24". 3. THE ROOF PANELS SHALL. BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING.q 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND. LOADS m ARE GREATER THAN THE DESIGN UPLIFT- PRESSURES SPECIFIED ON THIS DRAWING. kin 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING &THE FLORIDA % � BUILDING .CODE. IF A. DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THECODE, 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. UNDERLAYMENT 21B2 DETAIL 2 OSB 71 THICK (MIN.) OR sneer r PLYWOOD5/32 THICK (MIN'.) OF METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Man. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (P5f Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 _ 9 120.0 _ 15 72.0 18 60.0 _ 21 .51.4 _ -�— _ 24 45.0 27 40.0 30 36.0_ __. 32.7 _ _ 30.0 33 36 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. 3. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 ��assoelaeareoe o�P gOCKgL�sse No 62240 4 Q� STATE OF' :441 b B�S O R `D p:\�o®m .pe `ae 66 Bala Sockalingam, Ph.D., P.E. FL 62240