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Home My WebLink AboutPRODUCT APPROVALForce Engineering & Testing Inc. I 19530 namblc cd Ddw Hm ble,TX 77338 Product Evaluation Report METAL BUILDING SUPPLIES, LLC. 26 Ga. PBR Roof Panel over open framing Florida Product Approval # 8954.2 R2 Florida Building Code 2010 Per Rule 9N-3 Method: I -D Category: Structural Components Subcategory: Roof Deck Compliance Method: 9N-3.005(i)(d) NON HVHZ Product Manufacturer: Metal Building Supplies, LLC. 800 E. Donegan Ave. Kissimmee, Florida 34744 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Valldator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents; Evaluation Report Pages 1-4 OflA4 4111151 SCANNcu BY St. Lucie Countv FL# 8954.2 R2 January 27, 2012 ............. I Force Engineering & Testing Inc. �I 19S30 Ramblewood Drive Homble;M 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2,1504.7. Product Description: PBR Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section 1507.4.3. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Panel Dimenslon(s): Thickness: 0.0185" min. Width: 36" Rib Height: 1-1/4" major rib at 12" O.C. Panel Rollformer: MRS Metal Roliforming Systems Panel Fastener: #12-14 x 1-1/4" HWH SD with sealing washing or approved equal at 12"-12"-12" fastener pattern. Panel side laps fastened together w/'/.-14 x 7/8" HWH SD w/ sealer washer at 20" O.C. Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6,1507.4.4 Substrate Description: Design Uplift Pressures: Min.16 Ga. Steel Framing. Must be designed in accordance w/ Florida Building Code 2010. Table "A" Maximum Design Pressure: -47.5 psf a60.0 psf Fastener Pattern: 12"-12"-12" 12"42"-12" Fastener Spacing: 5'-W O.C. VV O.C. -Design Pressure Includes a Safety Factor= 2.0. -See Load Table for additional design pressures. C E k S F �' No. 47 b STATE OF ; ar �0.00 At0RI9A ``% a opt„ .�,s . % f , �roNntrt► �t�♦ FL# 8954.2 R2 January 27, 2012 .P Porte Engineering & Testing Inc. 19S30 Ramblewood Drive Humble,TX 77338 Code Compliance: The product describedherein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2,1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: • ASTWE 1592-01 Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference. • FM 4471, Section 5.4 - Foot Traffic Resistance Test. Reference Data: 1. ASTM E 1592-01 Force Engineering & Testing, Inc. (FBC Organization 8 TST-5328) Report No. 84-024ST-08, Dated 07/24/2008 2. FM 4471-95, Section5.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization 8 TST-5328) Report No. 84.0237T-09A,Dated 07/20/2009 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No.44923) @ Force Engineering & Testing, Inc. (FBC Organization 8 ANE ID:1920) quality Assurance Entity: The manufacturer has established compliance of roof panel products In accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and In accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification Is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. V" N+C +� ,' Cerv�s7F�n'�'. No.419� STATE OP AZ 0 RI v :b�,, 111111151110 rL# 89S4.2 R2 January 27, 2012 Design Procedure: FL# 8954.2 R2 7 Force Engineering & Testing Inc. 19530 Rambleuood Drive grumble "U7338 Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Buliding Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed, above. The design professional shall select the appropriate erection details to reference In his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 forsteel, and Chapter 16 for structural loading. I C E 11 S Ne.41➢9 b . STATE OF : c �,# S"•......''�Vti�� ,,� �r+iilt�Nt,,, January 27, 2012 ,J i.,_ �...... _ JForce Engineering & Testing Inc. 19530 Remblewood DAW Humble= 77335 Product Evaluation Report METAL BUILDING SUPPLIES, LLC. 26 Go. PBR Roof Panel over open framing Florida Product Approval # 8954.2 R2 Florida Building Code 2010 Per Rule 9N-3 Method: 1—D Category: Structural Components Subcategory: Roof Deck Compliance Method:9N-3.005(i)(d) NON HVHZ Product Manufacturer: Metal Building Supplies', LLC. 8(J0 E. Donegan Ave: Kissimmee, Florida 34744 EnelneerEvaluator: Terrence E. Wolfe, P.E.844923 Florida Evaluation ANE I1):1920 — - vall' a or: _ Locke Bowden, P,E.,�FLH49704 9450 Alysbury Place Montgomery, AL 36ii7 Contents: Evaluation Report Pages 1-4 CENSI& mooNo. 449,Q . �TE OF •q 40��n. FLORI �ooEs ' • l�S �� gum FLIP 8954.2 R2 January27, 2012 tl: I Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble=-77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2,1504.7. Product Description: PBR Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2010 Section. 1507.4.3. Yield Strength: Min. 80.0 ksl - Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507A.3. Panel Dlmension(s): Thickness: 0.0185" min. Width: ; 36" Rib Height: 1-1/4" major rib at 12" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x 1-1/4" HWH SD with sealing washing or approved equal at 12"-12"-12" fastener pattern. Panel side laps fastened together w/ X-14 x 7/8" HWH SD w/ sealer washer at 20" O.C. Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6,1507.4.4 Substrate Description: Min.16 Ga. Steel Framing. Must be designed in accordance w/ Florida Building Code 2010. Design Uplift Pressures: Table "A" Maximum Design Pressure: -47.S psf +60.0 psf Fastener Pattern:,, , , 12"42"42" 12"42"-12" Fastener Spacing: S'-0"O.C. 50-0"D.C. 'Design Pressure Includes a Safely Factor= 2.0. 'See Load Table for additional design pressures. `�rvQa� t Caivy F��' n �No.4e ':^6 +,A STATE OF 0i�f AL O R 19 isms I,-rIOntU1N�t�� IF, 8954.2 R2 January 27, 2012 r PBR 26 GA FASTENER. -PATTERN OVER METAL PURUNS 111)OMA IS 26 cA (NMI. 0.0185'-14� IM SCREW SbS COATED TNCK1M, fym80 0). W/_111- R 0 20. O.0 2) ALL R4D1 ARE 0.1257 . SCALE: r-l* . I 4' 48 `• 8s RIB DEW SCALE: r-W y w COVERAGE • SOS W/ WASHER • r JAN 24 2012 s atoZ �� NVP SUN" ti4400, 0" I" a a oa inpi,rr,/i-r� »mow h �w aA I • Wall . w ain Imo / METAL BUILDING SUPPLIES, LLC. 26 GA. PBR ROOF PANEL ALLOWABLE UNIFORM LOADS IN POUNDS PER SOUARE FOOT 26 GaU • B .PAN TVpE LOAD TYPE ePAN IN FEET 3A 3A I 4A 4A 5.0 5.6 6A OA 7.0 BwOLe NEQATNE WIND LOAD W902 782 492 33.1 232 16.9 12.7 9.6 7.7 6.2 POSITIVE EDAD a8.3 50.2 35.6 26.1 18.3 13.6 lo.6 6.3 6.7 2-3 NEQATNE WIND LOAD 682 60.2 384 3 AA 24.6 20.3 17.1 - 14.6 12.6 POSITIVE VMD/LNE LOAD 87.2 49.6 35.1 30.1 2 AA 20.2 17.0 14.5 12.E 3-SPAN NEGATIVE WIND LOAD 65.4 62.7 45.0 37.0 47.5 24.0 18.5 14.6 11.8 mftffejp WINDA.NR I nAh, 83.5 61.7 47A 37.6 80.0 252 20.0 15.7 12.8 4-SPAN MWATIM WIND LOAD P06DTVE WIN61 E LOAD 79.7 55.6 44.8 35.4 26.7 23.7 10.6 15 12A 78.1 bi.7 44.J 36.1 25.6 23.6 19.8 16.7 13A `.F=4T�_QT . CAA I's F. N oo JAN 24 2012