Loading...
HomeMy WebLinkAboutEVALUATION REPORT5.5.4.2 Maximum Design Pressure = -135 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction ofAHJ. Primer: (Optional) ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.3 Maximum Design Pressure = -315' psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mules Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.4 Maximum Design Pressure = -622.5 osf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: ASTM D41 Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.5 Maximum Design Pressure = -30.0 psf. Deck: Min. 15/32-inch'OSB to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with 11 ga. x 1.25-inch long x f- inch head diameter round metal cap nails spaced 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.6 Maximum Design Pressure = -37.5' osf. Deck: - Min. 15/32-inch I plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with 11'ga. x 1.25-inch long x f- inch head diameter round metal cap nails spaced 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.7 Maximum Design Pressure = -37.51 osf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ'. Base Layer: One (1) or two (2) layers ASTM D226, Type 11 felt mechanically attached with 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails spaced 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. 5.5.4.8 Maximum Design Pressure = -45 osf. Deck: Min.19/32-inch Plywood to meet project requirements to satisfaction of AHJ. Base Layer: One (1) layer ASTIVI D226, Type it felt mechanically attached with it ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Pius, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.5.4.9 Maximum Design 1ressure-- -45 psf. Deck: Base Layer: Underlayment: 5.5.4.10 Maximum Desii Deck: Base Layer: Underlayment: Exterior Research and Design, I.I.C. Certificate of Authorization #9503 Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Two (2) layers ASTM D226, Type II felt mechanically attached with 11 ga. x 1.25-inch long x 3/8-inch head diameter i annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 9-inch o.c, at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. . Polystick TU P, Polystick TU Plus, PolyFlex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. Pressure = -45 psf. Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 9-inch o.c. at the 2-inch wide side laps and 18-Inch o.c. at two (2) equally spaced staggered center rows. Elastoflex $6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Evaluation Report P12060.02.09-R35 FL5259-R20 Revision 15: 08/25/2014 Page 6 of 11 5.5.4.11 5.5.4.12 5.5.4.13 5.5.4.14 5.5.4.15 5.5.4.16 5.5.4.17 5.5.4.18 5.5.4.19 7R$NI : ERE Deck: Min.15/32-inch. plywood to meet project requirements to satisfaction of AHJ.. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically a ' ached with Simplex MAXX Cap Fasteners spaced 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) eTually spaced staggered center rows. Underlayment: Elastoflex S6 G, ;applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -52.5 osf. Deck: Min. 15/32-inch'plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastpbase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with Simplex Original Cap Nails spaced 6-inch o 1c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. Maximum Design Pressure = -52 5 osf. Deck: Min. 15/32-inchlplywood to meet project requirements to, satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex Original Cap Nails spaced 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -60 osf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1- 5/8-inch diameter tin caps spaced 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center, rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -60 osf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates spaced 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -90 osf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 6-inch o.c. at the 2-inch wide side laps and, 6-inch o.c, at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -90 osf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates spaced 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure=-90 osf,. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface) mechanically attached with Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates spaced 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. I . Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt. Maximum Design Pressure = -97 5 osf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the 4-inch wide side laps and 4-14 o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R15 Certificate o/Authorizotion #9503 FL5259-R20 Revision 15: 08/25/2014 Page 7 of 11 5.5.4.20 Maximum Desien Pressure =-105 osf. Deck: Min. 15/32-inchiplywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 6-inch D.C. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.21 Maximum Design Pressure = -112 5 osf. Deck: Min.19/32-inch (plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with it ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 6-inch D.C. at the 4-inch wide side laps and 64nch D.C. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin -caps Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), seelf-adhered. 5.5.4.22 Maximum Design Pressure = -120 osf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or CMG Fiat Bottom Metal Plates spaced 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, aIpplied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.23 Maximum Designn Pressure = -120 osf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction ofAHJ. Base Layer: Elastobase (sanded top surface) mechanically attached with Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates spaced 6-inch D.C. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt. 5.5.4.24 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of-45 psf. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P or Polystick MTS PLUS shall not be left exposed for longer than 30-days after installation. 5.6.2 Polystick IR-Xe, Polystick TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 90-days after Installation. 5.6.3 PoixsG cKMTS, TU P or Tl1P)sfs` hall not be left exposed for longer than 180-days after installation. 5.6.4 Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. 1 5.6.5 Elastoflex S6 G or 56 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set the (Elastoflex S6 G or Polyflex G), in which case the maximum exposure is 180 days. 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, Use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self -Adhered Underlayment Requirements as of 02/14/2011" for limitations for self -adhering underlayments used beneath the roof systems. _ ... - ...<... - �'�tE�'[acE�YSJjEM�PirO1CSEER,FRsi -. - . "� . � . System Underlay Option 2JMod Reference Product(s) 1 Bified Cap Sheet Elastoflex 56 G or Elastoflex S6 G FR; Polyflex G or G FR System one: 2 3.028 No. 30 / Modified Cap Sheet Base Layer: Elastobase; Elastobase P Mechanically Fastened Top Layer: Elastoflex 56 G or Elastoflex 56 G FR; Polyflex G or G FR Tile, unsealed or 4 3.02D No. 30 Elastobase; Elastobase P Sealed Underlayment System S 3.02E I Self -Adhered Underlayment Polystick MTS; MTS PLUS; TU P; TU Plus; TU Max; PolyflexSAP or SAP FR; Mule. Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro 6 j 3.02E No. 30 / Self -Adhered Base Layer: ASTM 0226, Type II; Elastobase; Elastobase P; Mule -Hide Nail Base Underlayment Top Layer. Pol stick MTS; MTS PLUS; TU P; TU Plus; TU Max; Polyflex SAP or SAP y yFl FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro Exterior Research and Design,LLC. I Evaluation Report P12060.02.09-R15 Certifrcote ofAutborizotion #95o3 I FL5259-R20 Revision 15: 08/2S/2014 Page 8 of 11 1 3.02A Batten only, Modified Cap Sheet Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G FR System Two; 2 3.02B No. 30 / Modified cap Sheet Base Layer: Elastobase; Elastobase P Mechanically Fastened Top Layer: Elastoflex S6 G or Elastoflex S6 G FR; Polyflex G or G FR Tile, Sealed 4 3.02D Self -Adhered Underlayment Polystick TU P; TU Plus; Tu Max; Polyflex SAP or SAP FR; Mule -Hide SA-APP Cap Underlayment System I Sheet or SA-APP Cap Sheet (FR); Dual Pro; Tile Pro No. 30 / Self -Adhered Base Layer: ASTM D226, Type II; Elastobase; Elastobase P; Mule -Hide Nail Base 5 3.02E underlayment � Top Layer: Polystick TU P; TU Plus; TU Max; Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FRI Dual Pro; Tile Pro i 3.02A Modified Cap Sheet Elastoflex S6 G or Polyflex G 2 3.028 I No. 30 Modified Cap Sheet Base Layer: Elastobase; Elastobase P System Four "A••; lop Layer: Elastoflex 56 G or Polyflex G Adhesive -Set Tile, Unsealed or Sealed 4 3.02D Self -Adhered Underlayment Polystick TU P; TU Plus; TU Max, Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA - Underlayment System APP Cap Sheet or SA-APP Cap Sheet (FR) No.30/Self-Adhered Base Layer: ASTM D226, Type 11; Elastobase; Elastobase P; Mule -Hide Nail Base S .3.02E Underlayment Top Layer: Polystick TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) 1 3.02A No. 30 / Modified, Cap Sheet Base Layer: ASTM D226, Type 11; Elastobase;rElastobase P System Four "e"; Top Layer: Elastoflex S6 G or Polyflex G 3 3.02C I Self -Adhered Underlayment PolystfckTU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA - Adhesive -Set Tile, Sealed Underlayment APP Cap Sheet or SA-APP Cap Sheet (FR) No. 30 / Self -Adhered Base Layer: ASTM D226, Type 11; Elastobase; Elastobase P; Mule -Hide Nail Base System 4 3.02D Underlayment Top Layer: Polystick TU P; TU Plus; TU Max; Polyflex SAP or SAP FR; Tile Pro; Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) 6. INSTALLATION: 6.1 Polyglass Roof UnderlaymentsI shall be installed in accordance with Polyglass 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 Elastobase, Elastobase P or Mule -Hide Nail Base- 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 For use in non -tile applications] 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or 56 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, Table 2 herein and Section 5.5.4 herein. 6.4 Polystick MTS. MTS PLUS. IR-X TU a_ Tu Ph- Tt 111Aw on1.,F1e cno .._ cnn ro r . ..... __ _ _ _ 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.4.2 For non -tile applications: 6.4.2.1 All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule -Hide Back Nailing Guide. Nails shall Ibe corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed I Exterior Research and Design, LLC. Evaluation Report P12060.02.09-11115 Certificate ofAuthorizotion #9503 FL5259•R20 Revision 15: 08/25/2014 Page 9 of 11 6.4.2.2 All seal -lap seams (selvage rolled with a minimum 28 ensure full contact and adh� and Tile Pro, align the edge the end of the glue pattern (t the fabric). 6.4.2.3 All over -fabric and over -gran Modified Flashing Cement, Cement, Polystick TU Plus Til Mule -Hide 251 Premium WE Trowel Grade mastic, applied I aps) must be firmly lb. hand roller to esion. For Dual Pro of the top sheet to he sheet will overlap View of 04elap.Seam of Dual Pro and Tile Pro le end -laps shall have a 6-inch wide, uniform layer of Polyglass Polyplus 55 Premium :)lyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, /Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive i between the application of the lap. 6.4.2.4 Polystick TU Plus, Dual Pro anId Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details 6.4.2.5 Repair of Polystick membran�s is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement; or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches; laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowed for Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, Table 2 herein and Section 5.5.4 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Pi lystick MTS, battens are required for loading / staging of the tile. 6.4.3.3 For nail -on tile systems over Polystick MTS PLUS: ➢ Battens are required for I ading/staging of lugged tile regardless of slope. ➢ Battens are required for li ading/staging of flat tile at slopes in excess of 5:12. 6.4.4 Two (2) Ply Underlayment Systems: 6.4.4.1 Polystick MTS or MTS PLUS followed by Polystick MTS, TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a require Invent, but is allowable if a 2-ply underlayment system is desired. 6.4.4.2 Polystick MTS PLUS followed l y Polystick TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex 56 G or 56 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. Exterior Research and Design, LLC. Certificate of Authorization #9503 Evaluation Report P12060.02.09-R15 FLS259-R20 Revision 15: 08/25/2014 Page 10 of 11 I�II�IIT ER© 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, and off set end -laps minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section S.S. Side laps shall be minimum 3- inch and end -laps minimum i6-Inch wide, and offset end -laps minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond.the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8-05 must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.7.4 For nail -on tile systems over Polystick MTS PLUS: > Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty- eight (48) hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. S. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. 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 P12060.02.09-R15 Certificate of Authorization #9503 FL5259•R20 Revision 1S: 08/25/2014 Page 11 of 11 _ t {.T DEC 12 2017 orce Engineering & Testing Inc. 19530 Ramblewood Drive PERYrITTIniG Humble,TX 77338 St. Lucie COunty FL Product Evaluation Report ATLANTIC METAL 11 OF VERO BEACH, INC. 26 Ga. 5V Crimp Roof Panel over Plywood Florida Product Approval # 17796.6 Florida Building Code 2014 Per Rule 61G20-3 Method: I —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product: Manufacturer: Atlantic Metal II of Vero Beach, Inc. . 4020 43`d Avenue Vero Beach, Florida 32960 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator: Locke. Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1= 4 ,���t��rrit�ill ` .O r No. 47 EN ;ate „, , •, Rx • ..��, HAL FL# 17796.6 June 16, 2015 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2,1518.9, 1523.6.5.2.4. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel over APA Plywood decking. Non -Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 coated with Fluropon or ASTM A653 G90 conforming to Florida Building Code 1014 Section 1507.4.3. Yield Strength: Min. 50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3 Panel Dimension(s): Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Rollformer Corp. Panel Fastener: #9-15 x 1-1/2" WoodZac w/ Zac Head with sealing washing through panel rib. %" minimum penetration through.plywood Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6,1517.6 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 attachment of 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 2014. 2) 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 2014. t STATE OF FZ O R 11 " �4, % rr�rrr���ti�1� FL# 17796.6 June 16, 2015 Design Uplift Pressures: Force Engineering & Testing Inc. 19530 Rambles ood Drive Hturtble,TX 77338 Table "A" Maximum Total Uplift Design.Pressure: 108.5 psf , 156.5 psf Fastener Pattern: Panel Rib Panel Rib Fastener Spacing: 12" O.C. 6" O.C. *Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2014, Section 1504.3:2, 1518.9, 1523.6.5.2.4. 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 125-03 ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test -for Roof Covering Systems ■ TAS 100-95 - Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems ■ TAS 110-00 - Accel. Weathering ASTM G 155 / Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization# TST-5328) Report No. 115-0172T-07A-C* 2. TAS 100-95 Farabaugh Engineering & Testing,. Inc. (FBC Organization # TST-1654) Report No. T130-07 Report No. T215-08 3. TAS 110-00: Ualspar Fluropon coated metal panei.testing A) ASTM G 155 by PRI Asphalt Technologies dated 10/31/2012 B) ASTM B 117 by PRI Asphalt Technologies dated 10/31/2012 4. Certificate of Independence - By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) CIE Z .O C E tY $ F ' f . ' W. 4491W r • STATE OF ; 40 0 R I. . F•. s 10 11111101 FL# 17796.E June 16, 2015 ram, Force Engineering & Testing Inc. 19530 Ramblerood Drive Aumble,TX 77338 Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2014, including Section 1515.2.2 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 and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2014 Section 1518.2, 1518.3, 1518.4. Fire Barrier: X" Georgia Pacific "Dens Deck" or approved equal. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: 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. * Test Reports are owned by Coastal Metal Roofing, Inc. Coastal Metal Roofing, Inc. gives the above manufacturer permission to use these test reports. ♦. C E N .4! NOW No: 444 p a. STATE OF �'�p'c` FL 0 R I ID sareras �' ' Grob ♦i� SS • .... • ' �G ��� a�sm I�� O 111 ,% FL# 17796.6 June 16, 2015 6-V CRIMP EXPOSED FASTENER SYSTEM 12" O-C MAIN FIELD 61, O.C. PERIMETER 5V CRIMP PANEL� I,. WATERPROOF ail IZI MENIMANE A FASTEN.EK#9 SUBSTRUCTURE .,,MATE ALopnom -FINISH STmL EM*4�M�'PROV W19E--POLL .tUJSTtH: ,Cardt-S WT Ta:M j ItIX, ONYMATE 'o-4.1sx ml�*Woaomc , ,E empowda EN '4 COA. No 449 Do ROLL-FORMP COAP� 140 IWOMEMCE LANE: :CHALFOW. i?At fM4 5V. June 16, 2015 27-:1/?-..-,: Rat .-,St..ock 'Maeri.al For 24' Cover ag2 Note -AR Rc idii .05 r 2 4 Coverage rL Fixed lldjistaio4e Gverlap Ribs {Center Rib 2 Adjustab(e UnderLap_ Ribs TYPICAL DETAILS. RIDGE sv CRIMP PANEL RIDGE FLASH FAST€NER19 TRt-BEAD Qi17SI0E TAPE•SEALER CLOSURE ow Rk WATERPROOF SUBSTRUCTUREZ: : d MEMBRANE ;r . ,`- .Na.4492 CROSS SECTION OF state of FTctlda �: . , : m RIDGE Q1tER 1NOOD DECK. FLASH FASTENER:#9 :��E.J �jl�t- ;;eA+ June 16, 2015 OUTSIDE CLOSURE 7'RFBEAD TAPE SCR _. - I WATMPROOF MEMBRANE FJL-'s3j,i.6r sV CRIMP PANEL r SUBSTRUCTURE ISOMETRIC VIEW OF . i RIDGE OVER WOOD PECK NOTES-. 1. Stop:panels 2' from center.lins of ridge. 2: Install first row of fasteners ac rcw panel to substrate y'=0' down from bottom edge of ridge.tdm and space V ' O.C. 1 /8"xl." CANT. BUTYL TAPE s Situp of Ftodit .l.Q..•,• • G E N �. -• .. P N0.4492 • o STA � .. 1f, A R v 4 30# FELT • •� 0 R Q •' ��* FULL SHEET IN VALLEY s • • lk • • G ..` �''•; S�QNAL'' Df °'�rri•e�<<�4� June 16, 2015 9-15 x 1 112 HYM W/WASHER. [6 PER PANEL] 15/32" PLYWOOD SHEATHING [BY OTHERS] .INSIDE CLOSURE STRIP W/ URETI SEALANT [VALLEY ENDLAP 4" MIN.], 2e O.C.. INOMIOL 00VERAGE FASTENER PATTERN AT VALLEY FLASHING 5=V CRIMP PANEL .10-12 x 1 PANCAKE HEAD SW4APPER [.12' OX] kv 9-15 x ? 1/11 uurtl III/Alr%AllflrAlr WASHER [12' 1 /8"X1' SU TY 5-V CRIMP PANE PLYWOOD SHEA-THiNG [BY OTHERS] We 6!Flotift C.O.A. 4 26M ql ..�� 191oll .. aw No.44923 • � STAT�L'} June 16, 2015 L- i vrvvv .-jnc-n inliljV LO 1 U ICiCKJJ FLASHING 9-1.5 x 1 1'/2 HO W/NEOPRENE NUSHER [12" O.C.J DD TRIM OTHERS] 'TWO or Flodda C.o a. zsrns GE E l•9o. No 449 v . Fa• �. -t3 • 8T P- F. �ti, `'otc.� June 16, 2015 sw6v 05 PRE_FlNISHE4 WALL PANEL [I3Y :OTHp1S) 10-11 EV4 I PANCAKE PQ 3E�F rnpe�t (I2" off? � , �-- MKEflM19►W .R� MN WAIL FL PLYWOOD tMEA) ING fzgorSij PL*000 'SFIEAlU W4 [8Y 0i}IERSJ BUM 4QNT. PE PRENISHEO S�v CRIMP PANCL i5.9 1(iz1/2 11191 w/HEO e.q. vusr�R • asA�, eE &: WAI—M- -SmUc MIN. T 4B9 SLOPED ROOF TO f CON T 6Z UP WALL-'ro REQCET 30 16 Fr. 6A (l�cnii/tIC7 rL 10-19 Y 1 PArlrAvc. u[-nr, MER ! twvofFtorit� E oa.sac �1a`1G E. r , STRIP :--THANE 8"x1 " CONT. 3UTYL TAPE .ASHING �4••• cEra `� �� sc •,o f�•'* o N0.44923 �•• STfi7PE- •� •�r �• pia s.ts* June 16, 2015 WALL PANEL FASTENER 0 12" O.C. (BY OTHERS) L (BY OTHERS) FASTENER PATTERN AT SAVE