Force Engineering & Testing Inc Ramblewood Drive. Humble,TX Product Evaluation Report

Transcription

1 Force Engineering & Testing Inc Ramblewood Drive Humble,TX Product Evaluation Report SENTRIGARD METAL ROOFING SYSTEMS ASSOCIATION, INC., an NB HANDY COMPANY Sentrigard ML 100AH 0.032" Alum. 16" Wide Roof Panel over Plywood Florida Product Approval # R4 Florida Building Code 2014 Per Rule Method: 1 -D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G (1)(d) HVHZ Product Manufacturer: Sentrigard Metal Roofing Systems Association, Inc., an NB Handy Company 65 10th Street Lynchburg, Virginia Engineer Evaluator: Terrence E. Wolfe, P.E. # Florida Evaluation ANE ID: 1920 Validator: Locke Bowden, P.E., FL # Alysbury Place Montgomery, AL Contents: Evaluation Report Pages 1-4 **q-' C E NS<4"4* C..e 5 - A... -h.' No ( -«4 =Lf1-- r&- - I. 04. STATE OF..Ch: 2 4, 0 5 0*.. ORI 1) b..'4' 2 S- of Flodl %-PS....els> COA #26779 '4':/ 8.6/6. i...0. FL# R4 September 11,2015

2 Force Engineering & Testing Inc Ramblewood Drive Humble,TX Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections , , Product Description: Sentrigard ML 100AH, 1" Mechanical Lock Standing Seam Roof Panel, 0.032" Aluminum, 16" Wide, Roof Panel restrained with stainless steel slider clips into APA Plywood decking. Non-structural Application. Panel Material/Standards: Material: 0.032" Aluminum, 3105 H-24 unpainted or painted with Valspar Fluropon conforming to Florida Building Code 2014 Section Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section Panel Dimension(s): Roof Panel Clip: Thickness: 0.032" Width: 16" max coverage Rib Height: 1" Panel Seam: 180'Seam, Double Lock w/ mechanical seamer Product Name: UC-3 Stainless Steel Butterfly Clip Assembly Type: Two Piece Slider Corrosion Resistance: Roof Clip Fastener: Per Florida Building Code 2014 Section (2) #12-11 x 1" Pancake Type A %" minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2014, Section , Substrate Description: 1) For HVHZ construction, use 19/32" or greater APA Rated plywood or wood plank. In reroofing applications where the deck is less than 19/32" thick (min. 15/32") the attachmentof the decking in no case shall be less than 8D annual ring shank nails at 6" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code ) For Non-HVHZ applications, use min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code Design Uplift Pressures: 2 i * CE. E ;*O 46 **Q-' C E Ns ; 5 4-4* /. 10. g (.- r'r, CY - A. - I 04.. STATE OF..Ch: 2 4, 0 5 0*. S- of Flodl COA # ORI 1) b..'4' 2..els> '4':/ 8.6/6. i...0. %-PS.. FL# R4 September 11, 2015

3 Force Engineering & Testing Inc Ramblewood Drive Humble,TX Table "A" Maximum Total Uplift Design Pressure: 63.5 psf psf Clip Spacing: 24" O.C. 6" O.C. 2 2 # Fasteners per Clip: *Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section , , Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2014, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: TAS UL Test for Uplift Resistance of Roof Assemblies UL Uplift Test for Roof Covering Systems TAS Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems TAS Accel. Weathering ASTM G 155 / Salt Spray ASTM B 117 Reference Data: 1. TAS : UL / Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No T-07*, Dated 09/04/ TAS Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T232-07*, Dated 07/13/ TAS : Valspar Fluropon coated metal panel testing A) ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012 B) ASTM B 117 by PRI Asphalt Technologies dated 10/31/ Certificate of Independence By Terrence E. Wolfe, P.E. (No. Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL test standard is equivalent to the UL test standard. 2. The UL test standard is equivalent to the UL test standard. 2 i * CE. E ;*O 46 **Q-' C E Ns 2<4-4* C..e 5 - A. ( -«4 =Lf h.' No r&- - I 04.. STATE OF..Ch: 2 4, 0 5 0*. S- of Flodl COA # ORI 1) b..'4' 2..els> '4':/ 8.6/6. i...0. %-PS.. FL# R4 September 11, 2015

4 Force Engineering & Testing Inc Ramblewood Drive Humble,TX Quality Assurance Entity: The Report Holder has demonstrated compliance with Florida Building Code and Rule 61G (3) for manufacturing locations audited by an approved quality assurance entity (Keystone Certifications, Inc - FBC OrgID QUA 1824). A listing of manufacturers authorized by the Report Holderto employthe Florida Product Approvals qualified by this report can be found at or by scanning the following QR Code: 85'2*1 Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2014, including Sections and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Section , , Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. Shear Diaphragm: Design Procedure: Shear diaphragm values are outside the scope of this report. Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 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 2014 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. *The Test Reports are owned by Metalforming, Inc. Metalforming, Inc. gives the above manufacturer permission to use these test reports. 2 i * CE. E ;*O 46 **Q-' C E Ns 2<4-4* C..e 5 - A... -h.' No STATE OF , 0 5 0*. S- of Flodl COA # ORI 1) b..'4' 2..els> '4':/ 8.6/6. i...0. %-PS.. FL# R4 September 11,2015

5 , D Outl e 5 1 anding , 1" 111,, 9, 1, 9 35'. 1 >.2!?2112 {70,1,8 p.t-14 Pdo<Lk- 1 tze it--lf' 41 5 ' 21 'l 1 j (3 1, : )1 101 /1, , /O/ 0.4 e : ;115 S, : No :' E rs A. 5%4,/-. Stale et Flor?da CO,A, /01+1 R N.gs(J' "':*i«/ # 2877 "25/:01% - FEB

6 l]03 STAINLESS STEEL EXPANSIOIN CLIP, 015 ' THICK 'q 7" L 8 1-/ -1---r 1 -I ; '2 7 H " r 1 1» r 2 0,1,121/,44.' ft" DIA. -0 fo.* fo Vr ' Ek:,./1/.. 4,. *2. & 1 m - J_ 1 VK* 5-» YL# 2 LOR\0 ''6Nk,(.453 *tate of Florida C.O.A. # FEB

7 1"xi"xl" Z CLOSURE- RAKE TRIM n UC3 SLIDER CLIP x 1" PANCAI<E HEAD TYPE 6"0.C. - f MECH \OCKALUM- PANEL x 1" 12"0.C. & L 15/32" PIYWOOD 18" WIDE ICE & WATER SHIELD AT EAVE & RAKE 30# FELT OVER ENTIRE ROOF L x 1" PANCAKE HEAD TYPE A (2) PER CLIP 3/32"xl " CONT. TAPE SEALER No.44 9/3 4 55( r*s >.- 9 no'."..00 : State of Florida.,4, C.O,A, : FEB _ FIXED RAKE sentrigard metal roof ng systems SENTRIGARD ML 100AH

8 3/32"x 1 " CONT. TAPE SEALER 16 GA. FLOATING 1 'x 1 " RAE CLEAT RAKE SUPPORT RAKE TRIM1 -I _@ "0.C x 3/4' SDS W/ WASHER CONTINUOUS CLEAT - (DO NOT OVERTIGHTEN) / CLIP x 1" PANCAKE HEAD TYPE A/' - 1" MECH LOCK ALUM x 1" PANHEAD "0.C. 1/2" PLYWOOD 18" WIDE ICE & WATER SHIELD AT EAVE & RAKE 30# FELT OVER ENTIRE ROOF x t" PANCAKE HEAD TYPE A (2) PER CLIP 1%:1':00#ff, /CE E. 1,Pe... *.CENe<:.13; 262': h C : AS E : No : 1 FLOATING RAKE State of Flortda "',2*NAL-8/ C.OA., 4,01,1,1,0, #26778 FEB sentrigarcl metal rool ng systems SENTRIGARD ML 100AH

9 1/16'xi /2' CONT. TAPE SEALER x 1" PANCAKE HEAD TYPE 12" O.C. RAKE TRIM r UCJ SLIDER CLIP 1" MECH LOCK ALUM. PANEL. UZZZ L x 1" 12"0.C.,1 X 15/32" PLYWOOD CLEAT -, L x 1" PANCAKE HEAD TYPE A (2) PER CLIP 18" WIDE ICE & WATER SHIELD AT EAVE & RAKE ONLY 30# FELT OVER REMAINDER OF ROOF Y=2,#,4, *Lh:',0 ENS 3*'% 2 KY: L e.. No M. CE * STA-Cjf* 9 sentrigard metal roof ng systems L FLOATING RAKE ''4:>/BNEVY State of Florida 4,/,881'ta'%% C,O.A. # FEB SENTRIGARD ML 100AH 1

10 FIELD NOTCH PANEL LEGS AND BEND PAN TO FORM OPEN HEM 11 / 1/2" OVERHANG OFFSET CLEAT TAPE SEALER - 1" MECH LOCK ALUM PANEL CLIP FILL END OF RIB WITH URETHANE SEALANT (TYP,) TAPE SEALER x 1 PANCAKE HEAD 2 PER CLIP x 1" 12" O.C. CLEAT 18" WIDE ICE & WATER SHIELD AT EAVE & RAKE 30# FELT OVER ENTIRE ROOF x 1 PANCAKE HEAD 4" O.C. /4 SCE E, 4.' Slate of Floild, C.O.A. # i. '15/, No >*Ce ib#.'- A. 6. U6 d.* E *03TATE OF V:FS S-4 OR \3«4,4:9/631/<* ST... FLAOTING EAVE FEB sentrigard metal rool ng systems SENTRIGARD ML 100AH

11 1 1/2' FRELD NOTCH PANEL 1 1 LEGS AND BEND PAN TO FORM OPEN HEM 1-1 1/T VALLEY TRIM -OFFSET CLEAT r MECH LOCK PANEL ALUM 1- BEAD OF TUBE SEALANT CONT, UCJ PANEL CUP 0 24' O.C x 1 PANCAKE HEAD OPEA 4' O.C x I PANCAKE HEAD TYPE A [2 PER CUP] mi-bead TAPE SEALER - Fill END OF RIB MTH URETHANE SEALANT (IYP ) FULL SHEET OF ICE & WATER SHIELD AT VALLEY 30 LBS FELT OVER ENTIRE OF ROOF x 1 PANCAKE HEAD TYPE A [6' O.C.] MIN. 15/32' PLYWOOD t,11,,bip#,9,#, S#*ACE E /A.,4, 646rCENe;t*./ A. -00' Er>f No , 1't,/ -5- l.unti.p e /7.. ', ATE OF.,.r: 24: TA.K>' e sentrigard I.HIal rt, systems FLOATING VALLEY FEB SENTRIGARD ML 100AH

12 TUBE SEAI_ANT IN SEAM DBL--BEAD TAPE SEALER 1" MECH LOCK ALUM. PANEL -r sr 15/32" PLYWOOD [MIN.] x 1" (4 PER PANEL) HIGH EAVE TRIM 18" WIDE ICE & WATER SHIELD AT EAVE & RAKE 30# FELT OVER ENTIRE ROOF 411#"g"F".2,168 E. 6:4. N C'.4 -. S 11 STATE OF tr 2 5 lk.. : kj: 9 sentrigard metal f Do I ng Bys 1 0(115 HIGH EAVE DETAIL '4;:S/ON 81.4 Slate of Fit>,1(18 4,1,1,85,%00 COA # FEB SENTRIGARD ML 100AH