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Home My WebLink AboutEVALUATION REPORTC)o \l TRINITY (ERD EVALUATION REPORT TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800) 516-1485 EXTERIOR RESEARCH & DESIGN, LLC. ��r�l Certificate of Authorization #9503 SCANNED' 9l N V 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 StLude(203) 262-9245 Evaluation Report A42960.10.12-R6 FL16048-R6 Date of Issuance:10/25/2012 Revision 6: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for (compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with thel requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance docu i entation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through16. Prepared by: ttt!t,r,,,, -- %': -. THESE PLANS AND ALL PROPOSED i ,,�� .-.•.:, ^ WORK ARE SUBJECT TO ANY CORRECTIONS y = REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO .T' ,''•�s;::� COMPLY WITH LE CODES. Robert J.M. Nieminen P.E. ai -APPLICAB ' •thJa,.��.r;.�.. The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No. 59166, Florida DCA ANE1983 I P.E. on 09/25/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: I 1. Trinity I ERD does not have, nor does it intend tot acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. ; 2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 1 5. This is a building code evaluation. Neither TrinityIERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. �� O R am f I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE ST. LUCIE COUNTY BUILDING DIVISIO CONTRACTOR OR RECORD REVIEWED FOR COMPLIA REVIE1 fTD BY DATE ' -2 PLANS AND PERMIT MUST BE ! -PT ON JOB FILE SITE OR NO INSPECTION(S) WILL BE I ADE COPY \�l TRINITY I ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing I Sub -Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials Group, LLC, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. STANDARDS: Section Property Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 (04-12) 2012 3. REFERENCES: gaiLty Examination I Reference Date ERD (TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties S40540.11.13 11/19/2013 ERD (TST6049) Physical Properties S40540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties S44870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties S43530.05.14 05/28/2014 ERD (TST6049) Physical Properties S40540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 ERD (TST6049) Wind Resistance SC14045.05.17-R1 06/07/2017 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 12/10/2015 UL, LLC. (QUA9625) Quality Contr I Service Confirmation Exp. 07/18/2020 4. PRODUCT DESCRIPTION: 4.1 Tri-Built Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; with a 36-inch sheet width; meets ASTM D1970. 4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012. 4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. S. LIMITATIONS: 5.1 This is a building code evaluation. � Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use!An FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 I 6TH EDITION (2017) FBC NON-HVHZ EVALUATION TRI-BUILT Roof Underlayments; (800) 516-1485 i i Evaluation Report A42960.10.12-R6 FL16048-R6 Revision 6: 09/25/2017 Page 2 of 6 so \rTRINITYIERD 5.4 TRI-BUILT Roof Underlayments may be I used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. i 5.5 Allowable Roof Covers: TABLE 1 ROOF'COVER OPTIONS . Underlayment Asphalt Nail -On Tile Foam -On Tile Metal Wood Shakes Slate Shingles & Shingles n �n Underlayment es No I No No Yes Yes Tri-Built S/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri-Built Smooth HT S/A Yes Nol No Yes Yes Yes Underlayment I 5.5.1 "Foam -On Tile” is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE.ADHESIV,E'/AUNDERLAYMENT COMBINATIONS _. Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332 I Tri-Built S/A HT TU Underlayment Dow TileBond'" 1`1_22525I Tri-Built S/A HT TU Underlayment I 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: I ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTMID41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC recommends priming the deck if the figal roof cover is not slated for installation within 24 hours. Note: TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self -adhering underlayment. 5.6.2 Bond -to -Insulation: i Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: i ➢ Dens Deck Prime; SECUROCK GypsuIm-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the preparetl roof covering manufacturer's Product Approval. For installations under foam -on tile systems (Tri-BuiltlS/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professipnal and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. ' Refer to Tile Manufacturer's or Adhesive Manufacturer's;Florida Product Approval for Overturning Moment Resistance Performance. I Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization N9503 C' EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof 0nderlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 0 TRINITY l ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand-R SA Shingle Underlayment,) Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04- 12). 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressu ie is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, derlayment, self -adhered. #2 Maximum Design Pressure = -67.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. j Primer: Soprema Elastocol 60,Oc Underlayment: Tri-Built S/A HT TU U'nderlayment, self -adhered. #3 Maximum Design Pressure = -150.0 psf: Deck: Min. 15/32-inch AM -rated BCX plywood (may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand roller and/or weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end -laps. #4 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.; Base Sheet: Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three, equally spaced rows in the center of the sheet. Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. Exterior Research and Design, I.I.C. i Evaluation Report A42960.10.12-116 Certificate of Authorization #9503 6T" EDITION (2617) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Rod Underlayments; (800) 516-1485 Revision 6: 09/25/2017 Page 4 of 6 I I I I TRINITY I ERD 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlay Tent in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILES LIMITAfIONS 'FOR DIRECT -DECK TILE, INSTALLATIONS Maximum Underlayment Tile Profile Staging Method I Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 10-tile stack (bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) a Tri -Built S/A HT TU' Underlayment Lugged � gyjl -,•t I } i t Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Certificate ofAuthorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) S16-148S Revision 6: 09/2S/2017 Page S of 6 a (_)0 \',,1TR1N1TYj ERD 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and chlck for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to applI ication, and prime the substrate (if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlayment,ITri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: i While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft fro Im vertical seams in the course below, sealed in accordance with TRI-BUILT Materials Group, LLC requirements. When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment, into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. l For foam -on tile applications, reference isl made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2612 (04-12). Tile shall be loaded and staged in al manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein, and iTRI-BUILT Materials Group, LLC published requirements for tile staging. i 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Gulfport, MS 9. QUALITY ASSURANCE ENTITY: I UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - i I Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-116 Certificate of Authorization N9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Untlerlayments; (800) 516-1485 Revision 6: 09/25/2017 1 Page 6 of 6 I EVALUATION REPORT OF UNION CORRUG- y ING COMPANY '26 GA. 5V PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 20484.1-R1 ROOFING METAL ROOFING PrepaI �ed*F`or: Union Corrugating Company 701 S j King St. Fayetteville, NC 28301 Telephone: 1 (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. C2175-1 Date: 8.23.2017 eeea�raeao�ao�so gyp,,-i NGoi ,q 4 S E .�� ' vG 622p,� • � CS m: w OF Z z s O. F L OF.:••��dv To P Q� Rg&8a $8, �.23,2c �rj " FL 20484.1-R1 C2175-1 8.23.2017 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 26 ga., 801 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 under Required for new Existing Underlayment: One layer of asphalt (Optional) construction only. as per FBC 2017 Section 1507.4.5.1. over one layer of #30 felt. For reroofing 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. I 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 I Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. I 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 1507.14. 1 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 rdtional analysis prepared by a Florida Professional Engineer or based 'on Union load span table. This evaluation report is i FL 20484.1-RI C2175-1 8.23.2017 Page 3 of 3 not 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 I1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of thisi product. I Supporting Documents: UL580 & UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T197-16,I Reporting Date 5/12/16 NEW UNDERPAYMENT ROOF PANEL PANEL OVERLAP SEE DETAIL 2 SEE DETAIL 1 �� u u EXISTING UNDERPAYMENT EXISTING SHINGLES I (OPTIONAL) (OPTIONAL) ' I I MIN. 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTAL #10-15 X 2" LONG WOOD SCREW WITH WASHER NEW UNDERLAYMENT MIN 26 GA PANEL 41 EXISTING SHINGLES (OPTIONAL) EXISTING UNDERLAYMENT (OPTIONAL) PLYWOOD 15/32" THICK (MIN.) DETAIL 1 #10-15 X 2" LONG WOOD SCREW WITH WASHER NEW UNDERIAYMENT MIN 26 GA. PANEL EXISTING SHINGLES (OPTIONAL) EXISTING UNDERPAYMENT (OPTIONAL) DETAIL 2 15/32"HICK (MIN.) PANEL FASTENER SPACING PER ALLOWABLE UPLIFT LOAD TABLE 'K ATTACHMENT AND PLYWOOD 'PORTS MUST BE 15/32" THICK (MIN.) IGNED AND INSTALLED OTHERS X—SLU 1 IUN g �n Z F0q F InVN z � z •m � yea I vi o z om 5 2 W d - o 3. a GENERAL NOTES: z 4b& 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THEY FLORIDA BUILDING CODE (FBC). Bo nzT 2. ROOF PANELS SHALL BE MINIMUM 26 GA. EFFECTIVE COVERING WIDTH OF A - PANEL = 24". _ - 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & 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 WIND LOAD TABLE. 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. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNION CORRUGATING COMPANY 5V Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing along Panel Length Allowable Uplift Load. (in) (psf) Coverage width: 24" _.-..........-............--... 6 _ 169.0 ............. —18— ----- --- --- --._.-.........158.1 — - Panel Fasteners 10 147.2 #10-15 hex head screws with 12 136.3 sealed washer 14 121.7 16 _ 106.5 _ 18 _ 94.7 Panel fasteners spaced at 12" o.c. across panel width 20 85.2 _-- through ribs. 24 71.0 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 20484.1 and Union current installation procedure. I 1216 N Lansing Ave., Suite C Tulsa, Ok 741.06 918 492 5992 ,ev®eosY�te�e�Ao�de ��od G�C,AL I N Gq oro 622 0 ® ca Np • CL " ;wo <) e 3 • '2- c- l �l Bala Sockalingam, Ph.D., P.E. FL 62240