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HomeMy WebLinkAboutTROP STL MFG SPECNNEMOjetc. TABLE DECK APPLICATION TYPE DESCRIPTION PAr;c 1� 1D W000 Wood New, Reroof(t ear-Utt), Recover New, Reroof(Tear-Off), Recover C-2 D-1 Mechanically Attached Insulation, Plate -Bonded Roof Cover Insulated, Mechanically Attached Roof Cover 8 9 IE Wood New, Reroof (Tear -Off), Recover D-3 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 9 1F Wood New, Reroof (Tear -Off), Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 10 1G Wood New, Reroof (Tear -Off), Recover E-2 Non -Insulated, Mechanically Attached Base Sheet, Bonded Roof Cover 10 IH Wood New, Reroof (Tear -Off/, Recover G Optional Insulation, Loose -Laid Roof Cover, Pressure Equalizing Vent 10 2A Steel New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-12 26 Steel or structural concrete New, Reroof (Tear -Off), Recover B-1 Mach. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 13-20 2C Steel or structural concrete New, Reroof (Tear -Off), Recover B-1 Mach. Attached Base Insulation, Bonded Top Insulation, Bonded Base Ply, Bonded Roof Cover 21-22 21) Steel New, Reroof (Tear -Off), Recover B-2 Mech. Attached Thermal Barrier, Bonded Vapor Barrier, Bonded Insulation, Bonded Roof Cover 23-24 2E Steel or structural concrete New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 25-33 2F Steel or structural concrete New, Reroof (Tear -Off), Recover C-1 Mechanically Attached Insulation, Bonded Base Ply, Bonded Roof Cover 33 2G Steel New, Reroof (Tear -Off), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 34-36 2H Steel or structural concrete New, Reroof (Tear -Off), Recover D-1 Insulated, Mechanically Attached Roof Cover (Stress Plates) 3642 21 Steel or structu ral concrete New, Reroof (Tear -Off), Recover D-2 Insulated, Mechanically Attached Roof Cover (RUSS Strips) 43 3A Structural concrete, New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 44-56 3B Structural concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Base Ply, Bonded Roof Cover 57 3C Structural concrete New, Reroof (Tear -Oft), Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 58-59 3D Structural cpncrete . New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 60 3E Structural concrete New, Reroof (Tear -Off), Recover G Optional Insulation, Loose -Laid Roof Cover, Pressure Equalizing Vent 60 4A Lightweight concrete New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 61-63 4B Lightweight concrete New, Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 64 4C Lightweight concrete / steel New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 64-67 41) Lightweight concrete/concrete New, Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 68-69 SA Cementitious wood fiber New, Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 70-71 5B Cementitious wood fiber New, Reroof (Tear -Off), Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 71 6A Existing gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 72-73 6B Existing gypsum Reroof(Tear-Off) F Non -Insulated, Bonded Roof Cover 73 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 74-78 7B Various Recover A-1 Bonded Insulation, Bonded Base Ply, Bonded Roof Cover 79-80 7C Steel Recover C-2 Mechanically Attached Insulation, Plate -Bonded Roof Cover 81 71) Steel Recover D-1 Insulated, Mechanically Attached Roof Cover 82 7E Steel Recover D-2 Insulated, Mechanically Attached Roof Cover(RUSS Strips) 83 7F Various Recover E-1 Non -Insulated, Mechanically Attached Roof Cover 84 7G Various Recover F-1 Non -Insulated, Bonded Roof Cover 85 7H Various Recover F-2 New LWC over Existing Roof, Bonded Roof Cover 86 8A/8B Guidance/ Limitations for use of Hilti fasteners in Type Bsteel decksecurement beneath Carlisle SynTec roofsystems 87 NEMO ETC, LLC Evaluation Report 033680.09.10-R24 for FL14083-1124 Certificate of Authorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24:06/08/2020 ©2019, NEMO ETC, LLC Carlisle Sure -Weld TPO Single Pty Roof Systems; (717) 245-7264 Appendix 1, Page 1 of 87 ONEMOjetc. The following notes apply to the systems outlined herein: 1. The roof system evaluation herein pertains to above -deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. D As -tested roof cover performance in accordance with FM 4474 and TAS 114, Appendix J indicates min. 22 ga., Type B, Grade 40 steel deck at max. 6 ft spans attached with 5/8 -inch diameter puddle welds spaced 6" o.c., with deck side laps secured max. 24" o.c. w/ fi"-14x1" long self -tapping hex -head screws, maybe used for roof assemblies over steel deck up to a maximum design pressure of -60.0 psf. This does not preclude Note 1 above. ➢ Tables 8A and 8B provide guidance / limitations associated with use of fasteners from HIM, Inc. to secure steel decking to structural members. 2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners shall be of sufficient length for the following engagements: ➢ Wood Deck: Sure -Seal HP Fastener with Sure -Seal Insulation Plate (aka, Carlisle's Insulation Fastening Plate). Minimum 1 -inch wood penetration. ➢ Steel Deck: Sure -Seal HP Fastener with Sure -Seal Insulation Plate (aka, Carlisle's Insulation Fastening Plate). Minimum %-inch steel penetration, engage the top flute of the steel deck. Concrete Deck: Sure -Seal HD 14-10 Concrete Fastener, Carlisle CD -10 or HP Concrete Spike (1/4) with Sure -Seal Insulation Plate (aka, Carlisle's Insulation Fastening Plate). Minimum 1 -inch embedment. Fasteners installed with a pilot hole in accordance with the fastener manufacturers published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, fiberboard, perlite and/or gypsum -based insulation board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof rover. 4. Minimum 200 psi, minimum 2 -inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type C-2 (plate bonded roof cover) or Type D (mechanically attached membrane), whereby the membrane fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater type, thickness and strength to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016) using fasteners & plates from Note 2. Carlisle INSUL- FAST Fastener may be used in place of Sure -Seal HP Fastener for preliminary attachment purposes over wood and steel deck. 6. Unless otherwise noted, insdlation adhesive application rates areas follows. RIBBON or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturers published instructions: D Hot asphalt: FULL -coverage at 25 lbs/square. ➢ FAST 100LV (FULL):., FULL -coverage at 1 gal./square. ➢ FAST 100LV (RIBBON): Continuous ribbons, max. 6 -inch o.c. ➢ FAST Dual -Tank (FAST DT) (FULL): Continuous ribbons, max. 4 -inch o.c. ➢ FAST Dual -Tank (FAST DT) (RIBBON): Continuous ribbons, max. 12 -inch o.c. Note: When installing multiple layers of insulation, FAST Dual -Tank beads shall be placed perpendicular to those placed for attachment of the previous layer D Flexible FAST (FULL): Continuous ribbons, max. 4 -inch o.c. or spray -applied at 1 gal./square. ➢ Flexible FAST (RIBBON): Continuous ribbons, max. 12 -inch o.c. ➢ Flexible FAST Dual -Tank (Flexible FAST DT) (FULL): Continuous ribbons, max. 4 -inch o.c. or spray -applied at 1 gal./square. ➢ Flexible FAST Dual -Tank (Flexible FAST DT) (RIBBON): Continuous ribbons, max. 12 -inch o.c. ➢ OlyBond 500 (OB500): Continuous ribbons, max. 12 -inch o.c. using PaceCart, SpotShot or Canisters. Note: OlyBond 500 Green may be used where OlyBond 500 is referenced. D Note: FULL applications may be used where RIBBON applications are referenced. ➢ Note: When multiple layers(s) of insulation and/ar coverboard are installed in ribbon -applied adhesive, boards shall be staggered from layer -to -layer. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to'increase'the MDP listings in the tables; rather If MDP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table: FAST 100LV or Flexible FAST: MDP -157.5 psf (Min. 0.5 -inch thick) ➢ OlyBond 500(OB500): MDP-187.Spsf (Min. 0.5 -inch thick) 8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. NEMO ETC, LLC Evaluation Report 033680.09.10-R24 for FL14083-RZ4 Certificate of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/08/2020 ©2019, NEMO ETC, LLC Carlisle Sure -Weld TPO Single Ply Roof Systems; (717) 245-7264 Appendix 1, Page 2 of 87 ONEMOletc. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16, and 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 WDl, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. For assemblies with all components fully bonded in place, the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16, and no rational analysis is permitted. 11. For mechanically attached components over existing decks, fasteners shall be tested in the existing deck for withdrawal resistance. Aqualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re-roof installation, the existing roof surface or existing roof deck shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For System Type D, steel deck applications, the roof membrane shall be run with its length perpendicular to the steel deck flutes. 14. For Structural Concrete Deck or Recover Applications using System Type C-2 (Plate Bonded Roof Cover) or Type D (Mechanically Attached Roof Cover), the insulation is optional. Alternatively, min. 0.25 -inch to 0.625 - inch DensDeck, DensDeck Prime, SECUROCK Gypsum -Fiber Roof Board or SECUROCK Glass -Mat Roof Board, min. 3/8 -inch Insulfoam R -Tech EPS or Fan -Fold or min. 0.5 -inch ECOSTORM VHS, HP Recovery Board, H - Shield HD, InsulBase, InsulBase HD or SecurShield HD maybe used as a separator board, preliminarily attached prior to roof cover installation. The separator component shall be documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed with the roof cover in Recover applications. 15. Lightweight Insulating Concrete (LWC) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2 -inches. For LWC over structural concrete,, reference is made to FBC Section 1917.4.1, Point 1. For "pre-existent" LWC references, listings were established through testing over lightweight concrete cast using only foaming agent (ASTM C896), water and Pgrtland cement (ASTM C150), with no proprietary additives, in accordance with procedures adopted by Miami -Dade BCCO (FBC CER1592). Unless otherwise noted, use of these listings in new construction or re-robf (tear -off) applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 16. For adhered membrane systems, side laps shall be minimum 2 -inch wide sealed with min. 1.5 -inch heat weld. Unless otherwise noted, membrane adhesive application rates are asfollows MEMBRANE ADHESIVE METHOD RATE Sure -Weld or Sure -Weld HS Sure -Weld Bonding Adhesive Contact (both sides) 60 ft�/gal Sure -Weld or Sure -Weld HS Aqua Base 120 Bonding Adhesive (Aqua Base 120) Contact (both sides) 120 ft2/gal Sure -Weld or Sure -Weld HS Low VOC Bonding Adhesive (LVOC BA) Contact (both sides) 60 ft2/gal Sure -Weld or Sure -Weld HS Sure -Seal 90-8-30A Bonding Adhesive Contact (both sides) 60 ft'/gal Sure -Weld CAV -GRIP III Adhesive/Primer (CAV -GRIP III AP) Contact (both sides) 110 ft2/gal Sure -Weld FleeceBACK Aqua Base 120 Bonding Adhesive Wet lay (substrate) 120 ft2/gal Sure -Weld FleeceBACK HydroBond Water -Based Adhesive (HydroBond WB) Wet lay (substrate) 100 to 133 ft'/gal Sure -Weld FleeceBACK FAST 100LV, FAST Dual-TankIa Flexible FAST DT , FAST ( ) Wet y (substrate) RIBBON spaced as noted herein or FULL Coverage =1 gal/square or continuous ribbons, maximum 4 -inch o.c. Sure -Weld FleeceBACK Flexible FAST Dual -Tank (Flexible FAST DT) Wet lay (substrate) RIBBON spaced as noted herein or FULL Coverage =1 gal/square, continuous ribbons, maximum 4 -inch o.c. or spatter -applied at 3.5-4.0 lbs/square Sure -Weld AFX Carlisle Cold Applied Adhesive (C -CAA) Wet lay (substrate) 1.5 gal/square Sure -Weld AFX Hot asphalt Wet lay (substrate) 2516s/square Sure -Weld FleeceBACK* RL- VELCRO% Brand Securable Solutions Only for use over InsulBase RL or SecurShield HD RL substrates. Roof cover is broomed into place and rolled with 150 lb roller to establish contact. 17. For adhered membrane systems, unless otherwise noted: NEMO ETC, LLC Evaluation Report C33680.09.10 -R24 for FL14083-R24 Certificate of Authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/08/2020 ©2019, NEMO ETC, LLC Carlisle Sure -Weld TPO Single Ply Roof Systems; (717) 245-7264 Appendix 1, Page 3 of 87 ON EMo I etc. ➢ Reference to "Sure -Weld" membrane below also includes "Sure -Weld EXTRA" and "Sure -Weld HS"; ➢ Reference to "Sure -Weld FleeceBACK" Includes 100, 115 and 135; ➢ Reference to "Sure -Weld AFX" includes AFX 120, AFX 135 and AFX 155 18. Vapor barrier options for use over structural concrete deck followed by adhesive -applied insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A or 3B aoolies. Option # H -Shield b VAPOR BARRIER OPTIONS; STRUcTURAL Primer CONCRETE DLCK; FOLLOWEDRY ADHESIVE-APPUEI) Vapor Barrier Type INSULATION Application PER TABLE 3A OR 38: Insulation Adhesive MDP (psf) VB -1. 702 Primer, 702 LV Primer, CAV -GRIP Primer or CAWGRIP III AP VapAir Sea[ 725TR Self -adhering Flexible FAST (RIBBONS, 12 -inch o.c.) -157.5 VB -2. 702 Primer, 702 LV Primer, CAV -GRIP Primer or CAV -GRIP III AP VapAir Sea[ 725TR Self -adhering Flexible FAST DT (RIBBONS, 12 -inch o.c.) -172.5 VB -3. 702 Primer, 702 LV Primer, CAV -GRIP Primer or CAV -GRIP III AP VapAir Seal 725TR Self -adhering Flexible FAST or Flexible FAST DT (RIBBONS, 6 -inch o.c.) -270.0 VB -4. CAV -GRIP Primer or CAV -GRIP III AP VapAir Seal 725TR Self -adhering Flexible FAST (FULL COVERAGE, l gal/square) -427.5 VB -5. ASTM D41 SureMB 90 Base Hot -asphalt Hot asphalt at 25 lbs/square -172.5 VB -6. ASTM D41SUreM89DTG Base or SureMB 120TG Base Torch -applied Hot asphalt at25 lbs/square -180.0 VB -7. ASTM D41 lureM890TG Base or 120TG Base Torch -applied Flexible FASTor Flexible FASTDT (RIBBON, 121nch o.c.) -307.5 VB -8. ASTM D41 SureMB 90TG Base or 120TG Base Torch -applied Flexible FAST or Flexible FAST DT (RIBBON, 6 -inch o.c.) T -495.0 19. An optional air/vapor barrier of VapAir Seal MD, self -adhered to the deck or to a loose -laid FBC Approved gypsum thermal barrier, maybe installed atop steel roof decks for System Types B-1, B-2, C-1, C-2, D-1 and D- 2 prior to installation of the roof assemblies noted herein. 20. The following insulations aie interchangeable within the scope ofthis Evaluation Report ➢ H -Shield b A -Shield NH; ➢ InsulBase b I'InsulBase NH; ➢ H -Shield CG 4, H -Shield CG NH; ➢ SecurShield b SecurShield NH; ➢ H -Shield HD b H -Shield HD NH; ➢ SecurShield HD b SecurShield HD NH; ➢ H -Shield HD90 b H -Shield HD90 NH; D SecurShield HD Plus b SecurShield HD Plus NH. 21. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of design wind loads. NEMO ETC, LLC Evaluation Report 033680.09.10-R24 for FL34083.1124 Certificate of Authorization #32455 6' EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24:06/08/2020 ©2019, NEMO ETC, LLC Carlisle Sure -Weld TPO Single Ply Roof Systems; (717) 245-7264 Appendix 1, Page 4 of 87 NNEMOjetc. -RECOVERTABLE 7C: STEEL PLATE-BONDED•OCOVER All areas whele tile eXiStinqmttol do not toy flush tile rove 0. panels on underlying porlin $hall o 2S -inch diameter pilot hole pre -drilled into the panel prior to driving the Purlin Fastener into the purlin System Substrate Insulation Layer Attachment MDP No. Roof Cover/Adhesive (Note 1) (Note 5) Fasteners (Note 11) Spacing (psf) RHINOBOND SYSTEMs: Existing standing seam or lap seam metal One or more layers, any Carlisle HP Purlin Fasteners or Sure -Weld (minimum 60 -mil) or Sure -Weld R46 roof covers having min. 16 ga. (0.0598 -inch) RetroDriller Fasteners and RHINOBOND 12 -inch o.c. along EXTRA bonded to RHINOBOND Insulation Plate to max. 3/16 -inch thick steel purlins spaced combination, preliminarily fastened Insulation Plate (TPO) are fastened purlins (TPO) with RHINOBOND tool per manufacturer's -30.0 max. 1204nch o.c through purlins g P instructions. Existing standing seam or lap seam metal One or more layers, any Carlisle HP Pullin Fasteners or Sure -Weld or Sure -Weld EXTRA bonded to R47 roof covers having min. 16 ga. (0.0598 -inch) combination, RetroDriller Fasteners and RHINOBOND 6 -inch o.c. along RHINOBOND Insulation Plate (TPO) with to max. 3/16 -inch thick steel purlins spaced preliminarily fastened Insulation Plate (TPO) are fastened purlins RHINOBOND tool per manufacturers -37.5 max. 126 -inch o.c. through purlins H P instructions. Existing standing seam or lap seam metal One or more layers, any Carlisle HP Purlin Fasteners or Sure -Weld or Sure -Weld EXTRA bonded to R-48 roof covers having min. 16 ga. (0.0598 -inch) combination, RetroDriller Fasteners and RHINOBOND 12 -inch o.c. along RHINOBOND Insulation Plate (TPO) with to max. 3/16 -inch thick steel purlins spaced fastened Insulation Plate (TPO) are fastened purlins RHINOBOND tool per manufacturers -37.5 max. 60 -inch o.c. preliminarily through to purlins instructions. Existing standing seam or lap seam metal One or more layers, any Carlisle HP Purlin Fasteners or Sure -Weld (minimum 60 -mil) or Sure -Weld R49 roof covers having min. 16 ga. (0.0598 -inch) RetroDriller Fasteners and RHINOBOND 12 -inch o.c. along EXTRA bonded to RHINOBOND Insulation Plate to max. 3/16 -inch thick steel purlins spaced combination, reliminarilfastened py Insulation Plate (TPO) are fastened purlins (TPO) with RHINOBOND tool per manufacturers 4 5.0 max. 60 -inch o.c.. through to purlins g p instructions. Existing standing seam or lap seam metal One or more layers, any Carlisle HP Purlin Fasteners or Sure -Weld (minimum 60 -mil) or Sure -Weld R-50 roof covers having min. 16 ga. (0.0598 -inch) combination, RetroDriller Fasteners and RHINOBOND 6 -inch o.c. along EXTRA bonded to RHINOBOND Insulation Plate to max. 3/16 -inch thick steel purlins spaced reliminarilfastened py Insulation Plate (TPO) are fastened purlins (TPO) with RHINOBOND tool per manufacturers _52.5 max. 120 -inch o.c. through to purlins instructions. Existing standing seam or lap seam metal One or more layers, any Carlisle HP Purlin Fasteners or Sure -Weld or Sure -Weld EXTRA bonded to R-51 roof covers having min. 16 ga. (0.0598 -inch) RetroDriller Fasteners and RHINOBOND 6 -inch o.c, along RHINOBOND Insulation Plate (TPO) with to max. 3/16 -inch thick steel purlins spaced combination, preliminarily fastened Insulation Plate (TPO) are fastened purlins RHINOBOND tool per manufacturers _67.5 max. 6o -inch o.c. throu hto urlins instructions. ISOWELD INDUcrioN WELDINGSYSTEM: Existing standing seam or lap seam metal roof One or more layers, any SFS Purlin Fastenerwith SFS isoweld® Sure -Weld or Sure -Weld EXTRA bonded to SFS R-52 covers having min. 16 gauge (0.0598 inch), 50 combination, TPO Plates (FI-P-6.8-TPO) are fastened 12 -inch o.c. along isoweld® TPO Plates with SFS isoweld® 3000 -37.5 ksi steel purlins spaced max. 60 -inch o.c. preliminarily fastened through to purlins purlins stand-up tool. Existing standing seam or lap seam metal roof One or more layers, any SFS Purlin Fastenerwith SFS isoweld® Sure -Weld or Sure -Weld EXTRA bonded to SFS R-53 covers having min. 16 gauge (0.0598 inch), 50 combination, TPO Plates (FI-P-6.8-TPO) are fastened c. 6 -inch o.along isoweld® TPO Plates with SFS isoweld® 3000 -90.0 ksi steel purlins ins spaced max. 60 -inch o.c. preliminarily fastened through to purlins stand-up tool. NEMO ETC, LLC Evaluation Report 033680.09.10-R24 for FL14083-R24 Certificate of Authorization #32455 6" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 24: 06/08/2020 ©2019, NEMO ETC, LLC Carlisle Sure -Weld TPO Single Ply Roof Systems, (717) 245-7264 Appendix 1, Page 81 of 87