The URL can be used to link to this page

Home My WebLink AboutEVALUATION REPORTTPJjVON ERD EVALUATION TRI-BUILT Materials Group, LLC PO Box 70 Rutherford, NJ 07070 (800)516-1485 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 ation 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 a Edition (2017) Florida Build jtg Cadg ED sections noted herein. ��1111..HHIIVV�IVV DESCRIPTION: TRI-BUILT Roof Underlaymente BY St. Lucie County 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 job 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 Tice halm0e..I appearingwasauNorued b7 Robert Nieminen, P.Ean09/2S/2017. Th@daes nasserveasan e4amn"vallysigned dm .n CERTIFICA n ON 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. Trinity[ 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. S. 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 forthat purpose. �\ITRINITYIERD ROOFING COMPONENT EVALUATION: 1. 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 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. 2. STANDARDS: Section Property :Standard Year 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift UL1897 2012 1504.6 Accelerated Weathering ASTM G155 2065 1507.2.4/ 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/rRI April 2012 (04-12) 2012 3. REFERENCES: Entity Examination 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 540540.03.14 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-Usting R16814 12/10/2015 UL, U.C..(QUA9625) Quality Control 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 D3970. 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(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 FBCHVHZ 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 AiIZ960.10.12-R6 Certificate of Authorization 49S03 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL16048-R6 TRI-BUILT Roof Underlayments; 1800) 516-1485 Revision 6:09/25/2017 Page 2 of 6 - 1 RINITY ERD SA 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 1, ROOF COVER:OPTIONS - -- ....-. Underlayment Asphalt P Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Slate &Shingles Tri-Built Sand-R SA Shingle Underlayment Yes No No No Yes Yes Tri-Built S/A HTTU Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes lTri BUi1t'SM00t11_HF.S/A` - Luirderlaj�eennt::� iYes„+` No No yesa Yes l.Yes 5.5.1 "Foam -On Tile" is limited touseofthe fnllnuvineAn.;r,e,vafnen,!1,.-:..,._ _ .. ,,l—ul JQyn=mwmmnanons. `T_ABLE.IA:ALLOWABLE TILE ADHESIVE/UNDE_R_IAYMEN2 C_O_MB_INATION51 Adhesive Florida Product Approval _ I Underlayments ICP Adhesives Polysete AH-160 FL6332 Tri-BU)h S/A HT TU Underlayment Dow TileBond"' FL22525 I 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 S/A Underlayment applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete. While not required over plywood, OSB orSouthenl Yellow Fine 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 in accordance with FM 4474, Appendix D orTAS 114, Appendix!. Refer to Tile Manufacturers or Adhesive manufacturers Florida Product Approval for overturning Moment Resistance Performance. Exterior Re se.rch and Design, TM Evaluation Report A42960.10.12-R6 Certificate of Authorization X9503 6 EDITION(2017) FBC NON-HVHZ EVALUATION FL16048-R6 TRI•BUILT Roof Underlayments, (800) 516-1485 Revision 6: 09/25/2017 Page 3 of 6 1 5.6.3 Hood to Mechanically Attached Base Laver: %,l I RINIIY ERD Tri-Buift:Sand-R SA Shingle Underlayment, Tri-Built- S/A -HT TU Underlayment or Tri-Builtimooth-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). 5.6.4 Vyind 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 areused 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 l 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 osf: 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 HTTUUnderlayment, self -adhered. #2 Maximum Design Pressure =-675osf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: Soprema Elastocol 600c Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered. #3 Maximum Design Pressure=-1500 osf: 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 =-600 osf: 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. 1517i5.1) 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 HTTUUnderlayment, self -adhered. Exterior Research and Design, U.C. TM Evaluation Report A42960.10.12-R6 Certificate of Authorization N9503 6 EDITION(2017)FBC NON-HVHZ EVALUATION F1.16048-116 TRI-BUILT Roof Underlaymentsj (800) 526-1485 Revision 6: 09/25/2017 Page 4 of 6 �TRINITY ERA 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 (04-22),.Appendix A, Table IA. 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 2.2.10.1of 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-BuiltS/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations ITAS 103 per FRSA/TRI 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. t. "TABLE 2".TILESUPPAGE LIMRATIONS FOR DIRECT-DECNTILEINSTALLATIoNs - Underlayment Tile Profile StagingMaximum Method Slope Flat Mm 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) , I` Tri-Built S/A HT TU Underlayment Lugged ! :'� ti" iiiiiiiiiiii/ E Exterior Research and Design, U.C. EvaluationReport A42960.10.12-R6 Certi(lcate ofAuthoriration#9503 EDITION (2017)FBC NON-HVHZ EVALUATION FL76048-R6 TRI-BUILT Roof Underlayments: (800) 516-1485 Revision 6: 09/Z5/2017 Page 5 of 6 6. INSTALLATION: \4 TIUNrri ERD 6.1 TRI-BUILT Roof-Underlaymentsshall 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-R SA Shingle Underlayment Tri-BuiltS/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: 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. Wheninstalling at slopes above 8:12, TRI-BUILT Materials Group, LLC. recommends back -nailing in the overlap areaatthe 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. 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. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. B. 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, U.C. Evaluation Report A42960.10.12-R6 Cenricate of Authaniration#9503 6' EDMO19(7017) FBC NON-HVHZ EVALUA-TION FL16048.R6 TRI-BUILT Roof Underlayments; 1800) 526-1485 Revision 6: 09/25/2017 Page 6 of 6 EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.4-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3ra Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502) 8554290 Prepared By: Bala Sockalingamy 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 SCANNED BY St. Lucie County This report consists of Evaluation Report (3 Pages including cover) `a1cieu 1ur1rI Installation Load Span T ables(1 Page)) ��`��P c' E N g',- -q � Report No. C2182-4 Date: 9.9.17 No 62240 9 STATE OF p'•. �. �COR%OP�N I g,R, 2o(�7 Manufacturer: Metal Sales Manufacturing Corporation FL 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 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 painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. V 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 x2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:12 or 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.c. Fastener Pattern: Type: 49-16 or 910-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance withFBC2017 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 lVl LLLY. LfLLLLLC�.J a J Y�v��. Supporting Documents: Ul & 1897 Test Reports PRI construction Materials Technologies MSMC-017-02-01, Reporting Date 9/20/13 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 anvn 5V-CRIMP FASTENER AT PANEL FIAT k SEE DETAIL 2 / SEE DETAIL 1 REQUIRED FOR PANEL 2 � PANEL OVERLAP ENDS ONLY. 6 n \ ii eI MINIMUM ATTACHMENT: PANEL FASTENER PER UPLIFT LOAD TABLE ed x 2.5' LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR 08 x 2' LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION SPACED 0 6' O.C. IN THE FIELD g GUIDELINES & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24' D.C. U N TYPICAL PANEL INSTALLATION X-SECTION LL' 7NO 89-16 OR 110-14 WOODSCREWS WOH SELF SEAUNG WASHER AT MAXIMUM SPACING OF 36' O.C. SV-CRIMP MIN 26 GA. S 1. UNDERLAY-- G q OSS 7/16' THICK (MIN,) OR 2' DETAIL 1 PLYWOOD 15/32' THICK (MIN.) 3 4. $9-16 OR 110-14 WOODSCREWS WITH SELF SFAUNG WASHER AT S. MAXIMUM SPACING OF WASHER O.C. 6. 5V-CRIMP MIN 26 GA, �5 2 OD E N 5� a � )OF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE n pp3 CODE (FBC). T1L BE. MIN: 26 GA: (1 = 0,019�.. EFFECTIVE COVERING 24'. = i SHALL BE INSTALLED. OVER SHEATHING &'STRUCTURE AS SDRAWING. WIND L. THIS SHALL BE DETERMINED FOR EACH PROJECT WIND LOADS LY NOT BE INSTALLED WHEN THE REQUIRED DESIGN Al THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. 4u' IUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA N IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM P. 'U IU'1YIIHWArv..1rvu w THE RESPONSIBILITY OF OTHERS. UNDERIAYMENT' \—OSB 7/16' THICK (MIN.) OR I vccl a» DETAIL 2 PLYWOOD 15/32' THICK (WN.) 1 Mr 1 METAL SALES MANUFACTURING CORPORATION 5V-Crimp Uplift Loads (Min. 26 ga.) Description Fastener Spacing along panel length (in) Allowable Uplift Load (psfl 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 LLt1tJ111111111j1 gOCKg41"-I a�O��.•�\GENS . G9�i�' No 62240 0_STA E_OF__:141 �soft`9 *ORIVPC�N % Ile••.....'E � 11 2c,\-7 Bala Sockalingam, Ph.D., P.E. FL 62240