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Home My WebLink AboutPRODUCT APPROVAL1/9/2018 riui iu U'DUliuii u ii,uutl .it n❑ is 1 • _ M _ f SCANNED . Professional Regulation BY st. Lucie County BCIS Home Log In • User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map i Links Search Product Approval \m USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email. Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext256 jstieby@unioncorrugating.com John Stieby jstieby@unioncorrugating.com Structural Components. Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9555 R4 COI CertificateIndeoendence.Ddf Standard Year ASTM E1592 2005 FM 4470 2012 r� https://www.florltlabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUd]7ntuFlu2jC5sp/o3d 1/3 l /y/zu _I tl Product Approval Methi rionua tsuuaing uoae vnnne ' Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved SLimmFAru of Prneiiirft 08/23/2017 08/28/2017 09/09/2017 12/12/2017 EL * Model, Number or Blame Description 9555.1 5V Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationRenortC2-172 I.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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReportC2172 I.pdf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 1I EvaluationReportC2172 2.ndf 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/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE EvaluationReportC2172 2.pdf Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReportC2172 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: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of FL9555 R4 AE EvaluationReportC2172 3,Pdf 48" o.c. Created by Independent Third Party: Yes 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationRellortC2172 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: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EvaluationReportC2172 4,pdf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReportC2172 5 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/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReRortC2172 5.pdf Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationRenortC2172 6.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: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvaluationReportC2172 6,pd 20" o.c. Created by Independent Third Party: Yes E'aCi( N+2%t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic I.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdi7ntuFlu2jC5sp/o3d. 2/3 uyau Its moncia Buuciinn coae Unllne mail to this entity. Instr ~';intact the office uy phone or i'iy traditional mail. If you have any c� `is, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statuti -ctive October 1, 2012, licensees licensed under Chapter 455, F.S. _)rovide the Department with an email address If they have one. The emalls provided msy uc used � for official communication with the licensee. However email addresses are public record. IF you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® 0-70 fL'-k Credit Card Safe https://www.flori�abuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUd17ntuFIu2jC5s%3d 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY `26 GA. MASTERRIB PANEV OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.2-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 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) Load Span Table (1 Page) Report No. C2172-2 Date: 8.20.2017 %%�tile t66E104, wY C%,�ALIN(,- 4, o�p x it C as L v� zj may. Manufacturer: Product Name: Panel Description: Union Corrugating Company MasterRib Panel 36" wide coverage with 3/4" high ribs at 9" o.c. FL 9555.2-R4 C2172-2 8.20.2017 Page 2 of 3 Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Min 16 ga., 50 ksi steel. (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 47.2 psf @ maximum support spacing of 60" o.c. (Factor of Safety = 2) Support Attachment: #12-14 x 1" long self -drilling screws with washers At end supports @ 3.5"-5.5"-3.5" o.c. across panel width At intermediate supports @ 9" o.c. across panel width Sidelap Attachment: '/4"-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Limitations: Design wind loads shall be determined for each project 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. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Union Corrugating load span table. This product is not approved for use in the 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 directory for fire ratings of this product. FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc. Project No. T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc. C1583-2, Reporting Date 7/24/08 INTERIOR SUPPORTS MIN 16 GA. STEEL — (DESIGNED BY OTHERS) END SUPPORTS MIN 16 GA. STEEL (DESIGNED BY OTHERS) MASTERRIB PANEL MIN 16 GA. STEEL — (DESIGNED BY OTHERS) P�9NEl—FASTENER------ _ --- SEE PANEL SIDELAP ® 9" O.C. DETAIL i O.C. — MASTERRIB PANEL r PANEL FASTENER 3.5"-5.5"-3.5" O.C. MASTERRIB PANEL TYPICAL PANEL INSTALLATION X—SECTION PANEL FASTENER ® 9" O.C. SIDELAP FASTENER MASTERRIB 1/4"-14 SDS WITH PANEL WASHER ® 30" O.C. PANEL FASTENER #12-14 x 1" LONG SOS WITH WASHER MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL SIDELAP SIDELAP FASTENER @ 30" O.C. MAX 60" O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW SIDELAP FASTENER ® 30" O.C. SIDELAP FASTENER ® 30" O.C. PANEL FASTENER 3.5"-5.5"-3.5" O.C. GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE DESIGN LOADS. 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 & THE CODE, THE CODE SHALL CONTROL 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 7. PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO RAKE SUPPORTS. U O U WNN z� Q SUN V, Z , Z00 Ljlo U U)�yjO Lc 1 OF 1 _ UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 26 ga. (ruin) Steel Panel over Steel Supports Span Loading Allowable Load (psi) Support Spacing (ft) Condition 'Type 1.50 1.75 2.00 2.50 3.00 3.50 1 4.00 4.50 5.00 Two Span Uplift 138.3 118.5 103.7 83.0 69.2 59.3 51.9 46.1 37.7 Three Span ill Uplift 157.2 134.7 117.9 94.3 - 78.6 ----- 67.4 58.9 52.4 - 47.2 --.----- 11 Four ro M More e ------ Uplift 151.3 129.6 -- 113.4 90.8 75.6 64.8 56.7 50.4 44.1 Spans III I otes: i Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and II and deflection. limit of L/180. Allowable loads are calculated for minimum 26 ga. panel. i 11e W111U WdU 15 LUMC11 Ub V. / U1UG5 ULU 1iV111t.IVLLG111. CW1U vrauuluy lv - uav F-1- .......•............. 1, .-..••.. - The panel allowable properties are determined from full scale ASTM E1592 tests at 5' 0" span The panel fasteners are M12-14 x 1" long self drilling screws with washers. Fastener spacing across panel width is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 30" o.c. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel. The panels may span from eave to ridge or rake to rake. Panels must be installed as per Evaluation Report FL 9555.2 and Union current installation procedure. 1216 Lansing Ave., Suite C Tulsa, OK 74106 918 4 ,2 5992 ItttIIa0Plite, • OF 90 ° h v,. l-7 limit. Bala Sockalingam, Ph.D., P.E. PE 62240 1/9/20 ,i8 Florida Building Code Online ProfessionafRegulafloil pprr 8CIS Home Log In User Registration Hot Topics Submit Surcharge Stats SL Facts Publications FBC Staff BCIS Site Map Linics Search Approval USER: Public Userr Product A4 npnii Nano > PIIWuO or Application Search > Aoolication list > Application Detail FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910) 483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck 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 Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL9555 R4 COI CertlflcateIndeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1592 2005 FM 4470 2012 Equivalence of Product Standards Certified By Sections from the Code .org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5REBEOgziUdl7ntuFlu2jC5s%3d 1/3 Product Approval Method Florida Building Code Online Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/23/2017 08/28/2017 09/09/2017 12/12/2017 FL # N1ode1, Plumber or Name Description 9555.1 SV Panel 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationRenortC2172 1,adf 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/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReoOrtC2172 1.odf Created by Independent Third Party: Yes 9555.2 1MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvalualionReoortC2172 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/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE EvaluationReoortC2172 2.odf Created by Independent Third Party: Yes 9555.3 1 MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EyaluationReoortC2172 3.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: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of FL9555 R4 AE EvaluationReoortC2172 3.{Ldf 48" o.c. Created by Independent Third Party: Yes 9555.4 1 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use InstallationInstructions Approved for use in HVHZ: No FL9555 R4 IT Eva luationReoortC2172 4.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: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EvaluatlonReoortC2172 4,ndf 48" o.c. Created by Independent Third Party: Yes 9555.5 1 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" woad supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 5.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/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R4 AE Evaluat(onReoortC2172 5.odf Created by Independent Third Party: Yes 9559.6 1 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FI 9555 R4 I1 EvaluatfonReoortQ2172 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: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvaluatlonReQortC2172 6.odf 20" o.c. Created by Independent Third Party: Yes Dock Nest Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 2/3 Florida Building Code Online mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click ere. Product Approval Accepts: = IM-EW =CtCJ M Credit Card Safe 3/3 E1%ALUATION REPORT OF UNION CORRUGATING COMPANY `29 GA. 5N' PANEL" OVER WOOD SUPPOWfS FLORIDA BUILDING COVE 6'TII EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.1-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union. Corrugating Company P. O. Bow; 229 Fayetteville, NC 28302 Telephone: (910) 483-0479 Fax: (910) 483-8897 Prepared By: Bala Socltalingarn, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OIL 74106 Telephone: (918) 492-5992 FAY: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (I Page) Report No. C2172-1 Date: 8.20.2017 b`gjgBlOBtttttt� b`gti��OGKA L d /1,rG,q�P,o oar: •� �22�0 • ® o n �o V m F F CLU s I • O • Lij Z `•ice"°• OPi '4 �tj.2a ,2G t'-2 FL 9555.1-R4 C2172-1 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 29 ga.,180 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Nom. 1" x 4" (min) lumber (Southern Yellow Pine Untreated) (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) (3 or more spans) Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Test Equivalency: The test procedure - in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure iin FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). 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 2017 Section 1609 or ASCE 7-10 using allowable stress design., The maximum support spacing listed herein shall not be exceeded. The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional Engineer. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofmg materials directory for fire ratings of this product. FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project No. T246-06, Revised Reporting Date 11/7/06 FM 4470 Test Report ENCON Technology Inc C1583-3, Reporting Date 7/24/08 12' PANEL FASTENER #9-15 OR #10-14 X 1.5" LONG WOOD SCREWS @ MAX 12" O.C. FASTENER PATTERN SUPPORT SPACING = 24" O.C. ALLOWABLE UPLIFT PRESSURE = 70.25 PSF 24' 5V Panel Profile Minimum 29 Gauge. Minimum Yield - 80 KSI NOM. 1 " X 4" (MIN) SYP UNTREATED (DESIGN BY OTHERS) m 1/2'T m a >rc% Sheet No.