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Home My WebLink AboutEVALUATION REPORT-- TRIN IlYERD EVALUATION REPORT I n1-OUILI iviatenals Group, LLC PO-Box.70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, LLC. SCANNED Certificate of Authorization #9503 BY 353 CHRISTIAN STREET, UNIT #13 St. Lucie County OXFORD, CT 06478 (203)262-9245 Evaluation Report A42960.10.12-116 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 6 h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the 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 documentation 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 I ERD 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 the)ob site atthe request of the Building Official. This Evaluation Report consists of pages 1 through 6. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 ThehuimgasezlappearingxasamAorlaed by R"bert Niem4ien, 09/25/303). dan Thbdaesnoturveazan eleamnimllysipied anvnent CERTIFICATION OF INDEPENDENCE: 1. Trinity]ERD does not have, nor does it Intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl 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. 5. This is a building code evaluation. Neither Trinityl 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. ,,! I RINITY ERD ROOFING COMPONENT EVALUATION: 1. 2. 3. 4. S. SCOPE: Product Category: Roofing 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 IP 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 1504.3.1 1504.3.1 1504.6 1507.2.4 / 1507.1.1,1507.2.9.2 1567.3.3 REFERENCES: Entity. ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) ERD (TST6049) UL, LLC. (QUA9625) UL, U.C. (QUA9625) Property Wind Resistance Wind Uplift Accelerated Weathering Physical Properties Physical Properties Examination Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Accelerated Weathering Wind Resistance Quality Control Quality Control Standard FM 4474 UL 1897 ASTM G155 ASTM D1970 FRSA/TRI April 2012.(04-12) Reference S40540.02.13-1 S40540.11.13 S40540.03.14 S44870.04.14-2 S44870.04.14-3 S44870.64.14-1 S44870.04.14-4 S43530.02.14-1-R1 S43530.05.14 S40540.10.14 SC7645.02.15 SC8520.04.15 SC14045.05.17-R1 Multiple -Listing R16814 Service Confirmation Year 2011 2012 2005 2015 2012 Date 02/19/2013 11/19/2013 03/26/2014 04/02/2014 04/02/2014 04/10/2014 04/10/2014 05/14/2014 05/28/2014 10/31/2014 02/13/2015 05/27/2015 06/07/2017 12/10/2015 Exp.07/18/2020 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. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity[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 in 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, U.C. Evaluation Report A42960.10.12-116 CeW,Mte ofAuOwrira0an 09503 6'"EDi noN(2017j FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlayments: (800) S161485 Revision 6: 09/25/2017 Page 2 of 6 "\JTRINI-ryl ERD 5.4 TRI-BUILT Roof Underlayments may be 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 5.5 Allowable Roof Covers: _-TABLE 3::_ROOF COVER- ,OPTIONS - - Underlayment Ym Asphalt Shingles Nail -On Tile am -On — e - Foam -On Til — - Metal Wood Shakes Slate &Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built 5/A HT TU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Buiifsmootti T,§7-4? 'Uiiderlayrtle0tD tY�--S No No Cy�_j yes CYe'j, 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / unrierlavmanr -.... ,...... --........ ., TABLE' IA: ALLOWABLETILE ADHESIVE jr NDERLAYMENT.COMBINATION51 Adhesive Florida Product Approval Underlayments ICP Adhesives Polyset® AH-160 FL6332 Tri-Built 5/A HT TU Underlayment Dow TileBond"' FL22525 Tri-Built S/A HT TU Underlayment 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 5/A Underlayment applied to: Plywood; ASTM D41 primed plywood; 058; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 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 final 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: Tri-Built Sand-R SA shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ➢ Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board: For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturers Product Approval. For installations under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system inaccordance 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. Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6 Certificate afAuthorization a9503 0 EOMON (2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/ZS/2017 Page 3 of 6 v I RINIIY ERD 5.6.3 Bond to Mechanically Attached Base Laver: Tri-Built Sand -Ft SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: D 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.GA - 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 Pressure 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=-450osf: 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-BuiltS/A HT TU Underlayment, self -adhered. #2 Maximum Design Pressure=-675 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-BuiltS/A HTTUUnderlayment,self-adhered. #3 Maximum Design Pressure =-1500osf: Deck: Min. 15/32-inch APA-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=-600psf: 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-BuiltS/A HT TU Underlayment, self -adhered. Exterlor Research and Design, U.C. Evaluation Report A42960.10.12-R6 Certificate of Authorization k95a3 6'EDITION (2017)FBC NON-HVHZ EVALUATION FL16D48-R6 TRI-BUILT Roof Underlayments; (800) 5164485 Revision 6: 09/25/2017 Page 4 of 6 3 _ \ I RINITY 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 3A. 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' carrythe limitations set forth in - Section 2..2.10.1 of FM tow 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 TUUnderlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations ITAS 103 per FRSAIrRI April 2012 (04 12)) When loading roof tiles on the underlayment 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: TILE SUPPAGELIMRATIDNS FOR DIREEFDECKTILE'INSTAUAT10NS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 6:12 Lugged Max. 10-tile stack 5:12 Max. 10-tile stack (bottom 2-tile stack shallbe inverted, followed by 8 tiles high 6:12 on slope, as shown below) Tri-Built S/A HTTU Underlayment Lugged y Exterior Research and Design, U c. Evaluation Report A42960.10.12-116 Certificate of Authorization H9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL26D48-R6 TRI-BUILT Roof Undedayments, (800) S26-1485 Revision 6:09/ZS/2017 Page 5 of 6 �1 I RII�IITYERD 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 check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Tri-Built Sand -Ft SA.Shinele Underlavment Tri-Built S/A HT TU Underlavment or Tri Built Smooth HT S/A - --Jnderfayment� 6.3.1 Shall he 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 -'rile applications 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 from 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 ofthe 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 eachdirection. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri-Built S/A HT TU Underlavment 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. For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that fall outside the scope of FRSA/TRI April 2012(04-12). Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. See Table 2 herein,, and TRI-BUILT Materials Group, LLC published requirements for tile staging. 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: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. Evaluation Report A42960.10.12-R6 Cef ffhate of A uthorization #9503 6' EDmON(2017) FBC NON-HVHZ EVALUATION FL16048-RG TRI-BUILT Roof Underiayments; (800) 516-1485 Revision 6: 09/25/2017 Page 6 of 6 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORA��TaI�N� '26 GA. 5V-CRIMP PANEL' {BY St. LudeCounty FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT_ APPROVAL Ff 145.4-R 463 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3`d Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 855-4290 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: (918) 493-3568 This report consists of Evaluation Report (3 Pages including cover) 0111euu1r111J Installation Details (1 Page) �% SOCKAtj �f Load Span Table (1 Page) .`P�P��G ... SF ..I. 0; o No 62240 is : • •: � e :Cr= -P �9 . STATE OF : �/: Report No. C2182-4 �.O % C. P;;=Wg` Date: 9.9.17 .,��cs.,C O R to• 0,,�` �J FL 14645A-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-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 pain edsteel-(ASTM A753): - - 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" Tong 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 greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" o.b. Fastener Pattern: Type: 99-16 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 loadsshall 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 FL 14645.4-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 directory or ASTM E108/UL790 report from an accredited laboratory ,For fire ratings of this product. Supporting Documents: UL580 & 1897 Test Reports PRI Construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 PANEL OVERLAP - 5V-CRIMP FASTENER AT PANEL FLAT H e SEE DETAIL 2 / SEE DETAIL 1 REDUIRED FOR PANEL ENDS ONLY. P� pNEL FASTENER PER UPLIFT MINIMUM ATTACHMENT: LOAD TABLE 8d x 2S" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR #8 M 2" LONG WOOD SCREWS ¢ AS PER MANUFACTURER'S INSTALLATION SPACED ® 6" O.C. IN THE FIELD GUIDELINES g AT EDGES MIN, 2X_ WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. n TYPICAL PANEL INSTALLATION X-SECTION z Co a Ngo M fFyp K9-18 OR 110-14 WOODSCREWS 0 n�N WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C, 0 5V-CRIMP MIN 26 GA 40 N 3a� i u S d N R4 NOTES: GENERAL 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNEDIN ACCORDANCE WITH THE c n Jed" UNOERLAYMENf FLORIDA BULGING CODE (FBC). 2. ROOF PANELS SHALL BE MIN: 26 GA. (t = 0:019�. EFFECTIVE COVERING a m y4:j DETAIL OSB 7/16" THICK HUIRL) OR iY PL WOOD 15/32 HICK (MIN.) WIDTH OF .PANEL - 24'. 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING 6 STRUCNRE AS Y z Gh SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT., THIS DESIGN WIND LOADS n PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED p$ V /9 -1fi OR 710-14 WOODSCRLWS WITN SELF SEALING WASHER AT 5. ARE GREATER THAN THE DESIGN UPLIFT PRESSURESSPECIFIED ON THIS DRAWING. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING &THE FLORIDAFLORIDABUILDING OCCURS BETWEEN THE MINIMUM 3m " MAXIMUM SPACING OF J6" O.C. CODE, IF A DIFFERENCE REQUIREMENTS OF THIS DRAWING d: THE CODE, THE CODE SHALL CONTROL 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS 5V-CRIMP REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. MIN 26 GA UNDERLAYMENT� \--OSS 7/16" THICK (MIN.) OR I�vui e DETAIL 2 PLYWOOD 15/32 THICK (MIN.) �� av 1 METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (psf) Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 _ 9 _ _ 120.0_ -- 72.0 15 18 60.0 _ 21 51.4 24 45.0 27 40.0 _ 30 36.0 _ 33 32.7 _ 36 30.0 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 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 %% 11116111I111f SOCKq�1 ro \ r E N SF C 'o" • No 62240 STATE OF -%U w � ieits O R i D•••�� `,� 61 . g \-7 Bala Sockalingam, Ph.D., P.E. FL 62240