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Home My WebLink AboutREVISION 8-9-18i OFFICE USE ONLY: o t - 01 DATE FILED. PERMIT # 1612-0433 REVISION FEE: RECEIPT # 1 y 1 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING PE A-SION PROJECT INFORMATION LOCATION/SITE ADDRESS: 1702 BEHRENS RD, Fort Pierce FL DETAILED DESCRIPTION OF PROJECT REVISIONS: Changing from modified bitumen system to 5v metal with 301b felt underlayment CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1327208 BUSINESS NAME: Sunrise City CHDO Inc. QUALIFIERS NAME: Roderick Waller ADDRESS: 130 S Indian River Drive CITY: Fort Pierce STATE: FL PHONE (DAYTIME): 772-201-2850 OWNER/BUILDER INFORMATION: NAME: Livingston Clark ADDRESS: 1702 Behrens Rd CITY: Fort Pierce PHONE (DAYTIME: STATE: FL ARCHITECT/ENGINEER INFORMATION: ST. LUCIE CO CERT. #: ZIP: 34950 FAX: 772-907-0420 17:V:1i ZIP: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: RECEIVED SLCCC: 9123109 Revised 06130117 AUG 09 2018 Permitting Department St. Lucie County, FL 6/3/2018 Florida Building Code Online - ��- ,a� a a sx c +✓ .n,.. lit _ BCIS Home ;'Log In User Registration i Hot Topics Submit Surcharge Stats &Facts ; Publications ' FBC St ifiai� CIS Sitg..Map �.,1_Inks„ Search j Florida # a afl, Product Approval "3 USER: Public User LxriTt�i>x:< S7 Product Approval Menu > Product or Application Search > Application List > Application Detail ' 77 (�s 5Ys ✓� a FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL2346-R7 Revision 2017 Approved Approved E IZ"i'l Ei Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 (205)553-1734 Ext115 Steven@WarriorRoofing.net Steven Crew Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 (205)553-1734 Ext1024 Steven@WarriorRooflng.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 (205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Roofing Underlayments Test Report at ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COIL CE REVIEWED BY DATE PLANS AND PER I MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2021 Jesus Gonzalez, P.E. 23' Validation Checklist - Hardcopy Received FL2346 R7 COI PRI CMT Cert of Independence.rLdf Standard Year ASTM D226 2009 ASTM D4869 2016 Approved Testing Lab FL2346 R7 Equiv FBC 2017 Standards Eguiva ency_pdf hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtOc8bnSknRps9x%2fSloLpOST46ODBB%2baF4%3d 1/2 6/3/2018 Product Approval Method Florida Building Code Online -, Method 1 Option B Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Prnrluetc 01/17/2018 01/17/2018 01/17/2018 04/10/2018 .. a; I: I a FL #' I' f46del,`Number or Name Description 2346.1 #15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for.,use in HVHZ: Yes Approved for use HVHZ: Yes FL2346 R7 II Installation Instructions.pdf Verified By: outside ImpactrReststant N/A', PRI Construction Materials Technologies, LLC Test Reports ' Destgn:Pressur.'e::N}A r .I FL2346 R7 TR 15A Test Repor ,pdf Other: Primary roof covering should be installed immediately FL2346 R7 TR 30A Test Report.pdf after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R7 II InstallationInstructions.pdf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R7 TR 15w Test Report.pdf Other: Primary roof covering should be installed immediately FL2346 R7 TR 30w Test Repor ..pdf after felt. Roofing felt is not intended to be an unprotected weathering surface. Hack Next ri I t• " • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. C=i yljght 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 mall fo this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section i; i <; "•, T C,455.275I1),'Fiorida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have I%.. � one., The emails•provided maybe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal _.•J i .:i address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: in E- 20 'dCard' securitym ETRIC:S https://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtOcBbnSknRps9x%2fSIoLpOST460DBB%2baF4%3d 2/2 Y y 1L WARRIOR® ROOFING MANUFACTURING P.O. BOX 40*5 • TUSCALOOSA, AL 35404 • PHONE (205) 5534734 • FAX (205) 5534755 I 193 LEROY ANDERSON ROAD • MONROE, GA 30M • PHONE (770) 207-0695 • FAX (770) 207-0775 ,t 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PH 4) 3 1gx% C& a u N Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll.the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next.course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten. the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in'a valley, be certain to start at. the bottom and overlap; each.. subsequent . length a minimum of two inches as you move up the valley to stre�pttratea; . shedding. 4.. .ti .wYi'y«P, .i:,t•' ��'i — niaii7..o.t. �?��r- fin.. .. •,,...� - ::; a ..�.n-..a �. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after :felt, installation: ".NOTE: LOCAL BUILDINO CODES'MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. 5' I �tF+�r�' F112i BCIS Home Log In ! User Registration Hot Topic Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Flo(i �a 14Product Approval .USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20484-R1 Application Type Revision Code Version 2017 Application Status Approved IV if Comments Archived ti 3 Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.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 Licensed Florida Professional Engineer 13 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. !i Validation Checklist - Hardcopy Received Certificate of Independence FL20484 R1 COI CertificateIndependence. odf Referenced Standard and Year (of Standard) Standard FM 4470 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 2012 2003 2012 2006 4 r � Product Approval Method Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/01/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 20484.1 5V Min 26 ga., 24" wide through fastened panel over 15/32" thick plywood Limits of Use :_ Approved for,usd in HVHZ- No 'Approvedt'for'use,outside;HVHZ: Yes Installation Instructions FL20484 R1 II EvaluationReportC2175 1.Ddf Verified By: Bala Sockalingam, P.E. 62240 Impact 12esistant:'N%A' Created by Independent Third Party: Yes `Design Pressure: +N/A/-169 Evaluation Reports Other: Uplift load of 71.0 psf @ fastener spacing of 24" o.c. & FL20484 R1 AE EvaluationRegortC2175 S.pdf 169.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.2 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 7/16" thick OSB & 15/32" & thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II EvaluationReportC2175 2.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A I Created by Independent Third Party: Yes Design Pressure: +N/A/-116 Other: Maximum uplift load of 116.0 psf @ seam fastener Evaluation Reports FL20484 R1 AE EvaluationReportC2175 2.Ddf spacing of 4-5/8" o.c. along seam into min. 15/32" thick APA rated plywood with retainer strap. Created by Independent Third Party: Yes 20484.3 Aluminum Advantage-Lok II Max 16.375" wide, nom 0.032" thick (min.) aluminum concealed fastener 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 FL20484 R3 II EvaluationReportC2175 3.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A ' Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 22.5 psf at fastener spacing of 18.5" o.c. FL20484 R3 AE EvaluationReportC2175 3.pdf and 86.0 psf at fastener spacing of 4.63" o.c. in 15/32" Created by Independent Third Party: Yes plywood or 7/16" OSB. Uplift load of 93.5 psf at fastener spacing of 4.63" o.c. with structural sealant in 15/32" plywood. 20484.4 Aluminum SL150 Max 16" wide, nom 0.032" thick (min.) aluminum snap -lock standing seam metal panel over min 15/32" thick plywood deck or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 Rl II EvaluationReportC2175 4.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-86 Evaluation Reports Other: Uplift load of 45.0 psf at clip spacing of 24" o.c. and FL20484 R1 AE EvaluationReportC2175 4.pdf 78.5 psf at clip spacing of 6" o.c. in 15/32" plywood or 7/16" Created by Independent Third Party: Yes OSB. Uplift load of 86.0 psf'at clip spacing of 6" o.c. with structural sealant in 15/32" plywood. 20484.5 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood or 7/16" thick OSB Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II EvaluationReportC2175 5.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Uplift load of 56.0 psf @ fastener spacing of 24" o.c. & FL20484 RI AE EvaluationReoortC2175 5.odf 124.0 psf @ fastener spacing of 6" o.c. Created by Independent Third Party: Yes 20484.6 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 RI II EvaluationReoortC2175 6.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A;.° Evaluation Repo�r Other: Uplift load of 56 psf for Fastening System 1. Uplift load I FL20484 RS AE EvaluationReoortC2175 6.Ddf of 88.5 psf for Fastening System 2. Created by Independent Third Party: Yes 20484.7 M1_350 Max 16.5" wide, min 24 ga. steel standing seam panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReDOrtC2175 7.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-124 Evaluation Reports Other: Maximum uplift load of 124 psf @ clip spacing of 6" FL20484 R1 AE EvaluationReDOrtC2175 7.Ddf D.C. with 180 seam, self -adhering membrane and fixed clip. Created by Independent Third Party: Yes 20484.8 PBR or R Panel Min 26 ga., 36" wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReDOrtC2175 8.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161.5 Evaluation Reports Other: Uplift load of 30.0 psf at fastener spacing of 48" D.C. FL20484 RI AE EvaluationReoortC2175 8.Ddf and 161.5 psf at fastener spacing of 6" D.C. Created by Independent Third Party: Yes 20484.9 SL175 Max 18" wide, min 24 ga., snap -lock standing seam metal panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL20484 R1 II EvaluationReDOrtC2175 9.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam, P.E. 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-93.5 Evaluation Reports Other: Uplift load of 39.8 psf @ clip spacing of 36" o.c. and FL20484 R1 AE EvaluationReoortC2175 9.pdf 78.6 psf @ clip spacing of 8" o.c with felt. Uplift load of 93.5 Created by Independent Third Party: Yes psf @ clip spacing of 12" o.c. with self -adhering membrane. Back Next 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 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 emails 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 here . Product Approval Accepts: Credit0 Safe S2CUI'1C}'hiETRICS' Kh1v EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TI3 EDITION (2017) FLORIDA PRODUCT APPROVAL FL 20484.1-R1 ROOFING METAL ROOFING Prepared For: Union .Corrugating Company 701 S. King St. Fayetteville, NC 29301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer ##62240 12:16 N Lansing Ave.,,S'uite`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 (I Page) Report No; C21754 -Date: 8.23.2017 m��taecaeea.a.�o� ed��,eG �p,U N Gq o cos ...., �() " S E y �•v 622� .,•¢ tl! PLO y FL 20484.1-R1 - C2175-1 8.23.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Wn RIE Vi Product Name: SV Panel l Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick APA rated plywood or min. 1/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new 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 Design Uplift Pressure: 71.0 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) 169.0 psf @ fastener spacing of 6" o.c. Panel Attachment: #10-15 x 2" long wood screw with washer At interior @ max 12" o.c. across panel width through panel rib At panel ends @ max 6" o.c. across panel width through panel flat and rib 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 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 computed using rational analysis prepared by a Florida Professional Engineer or based on Union load span table. This evaluation report is FL 20494.1-RI C2175-1 8.23.2017 Page 3 of 3 -n('A applicable in High Velocity Hurricane Zone. Refer to current NOA -"for-) use of this product 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 directory or ASTM E108/UL790 report from an accredited laboratory for -fire ratings of this product. Supporting Documents: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. TI 97-16, Reporting Date 5/12/16 PANEL OVERLAP NEW UNDERLAYMENT PANEL FASTENER ROOF PANEL SEE DETAIL 2 SEE DETAIL 1 SPACING PER ALLOWABLE B E UPLIFT LOAD TABLE n n ii ¢Fpp� EXISTING UNDERIAYMEM SHINGLES PLYWOOD EXISTING SDECK ATTACHMENT AND 15/32" THICK (MIN.) (OPTIONAL) (OPTIONAL) SUPPORTS MUST BE DESIGNED AND INSTALLED BY OTHERS MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION U �n m Z �N� #10-15 X 2" LONG WOOD F NZN SCREW WITH WASHER cgi I z MIN 26 GA. PANEL u vi�o NEW UNDERLAYMENT i nrn EXISTING SHINGLES Y (OPTIONAL) W d EXISTING UNDERLAYMENT PLYWOOD (OPTIONAL) 15/32" THICK (MIN.) c R n �8$ d DETAIL 1 GENERAL NOTES: 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE qN 33 #10-15 X 2" LONG WOOD FLORIDA BUILDING CODE (FBC). m e SCREW WITH WASHER 2. ROOF PANELS SHALL BE MINIMUM 26 GA EFFECTIVE COVERING WIDTH OF - PANEL = 24". g 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS 82 MIN 26 GA. PANEL SPECIFIED ON THIS DRAWING. NEW UNDERLAYMENT 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 WIND LOAD TABLE. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA _ _ _ BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM EXISTING SHINGLES REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL (OPTIONAL) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING UNDERIAYMEM PLYWOOD (OPTIONAL) DETAIL 2 15/32" THICK (MIN.) C2175-1 1 � 1 -.UNION CORRUGATING COMPAIN, 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing Allowable Uplift "I along Panel Length Load (in) (Psf) ovbrig&width: 24" 6 169.0 ... ..... .. .. ........ . .. . . ..... ..... . .. .... . ...... 8 158.1 Panel Fasteners 10 147.2 #10- 15 hex head screws with 12 136.3 sealed washer .. . ........ 14 121.7 . . ... . .................... . . 16 106.5 Panel fasteners spaced at 12" . . . . . ..... ... . . ... . . 18 . . ..... .... 94.7 o.c. across panel width ...... .. .. .... . .. . ..... .......... - .... . . . ........... . . ............ . . . . . ...... . ...... . 20 . . .. . ..... .. ....... . .... ... . ........ ... . . 85.2 through ribs. 77.5 ..... ..... . 22 24 71.0 1 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels inustb6 installed as per Evaluation Report Fl, 20484.1 and Union current installation procedure. yPL1NQqj""r# ro CC M: 40 gc LLJ 0 L 0 4N 1216 N,Lansj4g Ave, Suite C Tuisa,.Ok.74,106 918 492 5,992 Bala Sockalingarn, Ph.D:, R.E. I FL 62240