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HomeMy WebLinkAboutTropicana Utilites Shop BLD 2010-01478/12/2020 Florida Building Code Online
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #FL14083-R24
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Carlisle SynTec Systems
Address/Phone/Email 1285 Ritner Highway
P.O. Box 7000
Carlisle, PA 17013
(717) 245-7000
malpezzi@syntec.carlisle.com
Authorized Signature Joe Malpezzi
malpezzi@syntec.carlisle.com
Technical Representative Robert Patton
Address/Phone/Email 1555 Ritner Highway
Carlisle, PA 17013
(717) 245-7264
Robert.PATTON@syntec.carlisle.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Single Ply Roof Systems
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Robert J. M. Nieminen
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 04/07/2023
Validated By John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL14083_R24_COI_2020_01_COI_NIEMINEN.pdf
Referenced Standard and Year (of Standard)Standard Year
ASTM D6878 2011
FM 4470 2012
FM 4474 2011
TAS 131 1995
UL 1897 2012
Equivalence of Product Standards
Certified By
8/12/2020 Florida Building Code Online
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtGLR%2byCBy1JmTUImMQIToYlue4MuTwlz6KMUbsOhOe7w%3d%3d 2/2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/09/2020
Date Validated 06/09/2020
Date Pending FBC Approval 06/15/2020
Date Approved 08/04/2020
Summary of Products
FL #Model, Number or Name Description
14083.1 Carlisle Sure-Weld TPO Single Ply
Roof Systems
Thermoplastic Olefin (TPO) Single Ply Roof Systems
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-722.5
Other: 1.) The design pressure in this application relates to
one particular assembly. Refer to the ER Appendix all systems
max. design presssures. 2.) Refer to ER, Section 5 for Limits of
Use. 3.) This Product Approval is for Non-HVHZ jurisdictions.
Refer to FL16440 for HVHZ.
Installation Instructions
FL14083_R24_II_2020_06_08_FINAL_A1_ER_FL14083-
R24.pdf
Verified By: Robert J. M. Nieminen PE - 59166
Created by Independent Third Party: Yes
Evaluation Reports
FL14083_R24_AE_2020_06_08_FINAL_ER_FL14083-R24.pdf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
NEMO|etc.
NEMO ETC, LLC Evaluation Report C33680.09.10-R24 for FL14083-R24
Certificate of Authorization #32455 6TH 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 1 of 87
APPENDIX 1: ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
TABLE DECK APPLICATION TYPE DESCRIPTION PAGE
1A Wood New, Reroof (Tear-Off) A-1 Bonded Insulation, Boned Roof Cover 5
1B Wood New, Reroof (Tear-Off), Recover C-1 Mechanically Attached Insulation, Bonded Roof Cover 6-7
1C Wood New, Reroof (Tear-Off), Recover C-2 Mechanically Attached Insulation, Plate-Bonded Roof Cover 8
1D Wood New, Reroof (Tear-Off), Recover D-1 Insulated, Mechanically Attached Roof Cover 9
1E 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
1H 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
2B Steel or structural concrete New, Reroof (Tear-Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 13-20
2C Steel or structural concrete New, Reroof (Tear-Off), Recover B-1 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Base Ply, Bonded Roof Cover 21-22
2D 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) 36-42
2I Steel or structural 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-Off), Recover C-2 Mechanically Attached Insulation, Plate-Bonded Roof Cover 58-59
3D Structural concrete 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
4D Lightweight concrete / concrete New, Reroof (Tear-Off) F Non-Insulated, Bonded Roof Cover 68-69
5A 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
7D 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 B steel deck securement beneath Carlisle SynTec roof systems 87
NEMO|etc.
NEMO ETC, LLC Evaluation Report C33680.09.10-R24 for FL14083-R24
Certificate of Authorization #32455 6TH 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
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.
➢ 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/ ¼”-14x1” long self-tapping hex-head screws, may be 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 Hilti, Inc. to secure steel decking to st ructural members.
2. Unless otherwise noted, fasteners and stress plates for insulation attachment shall be as follows. Fasteners s hall 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 ¾-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 manufacturer’s 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 cover.
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, insulation adhesive application rates are as follows. RIBBON or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer’s published instructions:
➢ 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
➢ 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.
➢ Note: FULL applications may be used where RIBBON applications are referenced.
➢ Note: When multiple layers(s) of insulation and/or 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 substitut ed 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 -187.5 psf (Min. 0.5-inch thick)
8. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
NEMO|etc.
NEMO ETC, LLC Evaluation Report C33680.09.10-R24 for FL14083-R24
Certificate of Authorization #32455 6TH 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
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 accordanc e 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 WD1, 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. A qualified 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 adhe sive, and the existing
roof system (for recover) shall be capable of resisting project design pressures on its own merit to the sat isfaction 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 may be 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 wher e 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 Portland 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-roof (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 as follows:
CARLISLE MEMBRANE / ADHESIVE COMBINATIONS
MEMBRANE ADHESIVE METHOD RATE
Sure-Weld or Sure-Weld HS Sure-Weld Bonding Adhesive Contact (both sides) 60 ft2/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 ft2/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 ft2/gal
Sure-Weld FleeceBACK FAST 100LV, FAST Dual-Tank (FAST DT), Flexible FAST Wet lay (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) 25 lbs/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.
NEMO ETC, LLC Evaluation Report C33680.09.10-R24 for FL14083-R24
Certificate of Authorization #32455 6TH 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
➢ 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 applies.
VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE DECK; FOLLOWED BY ADHESIVE-APPLIED INSULATION PER TABLE 3A OR 3B:
Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Application
VB-1. 702 Primer, 702 LV Primer, CAV-GRIP Primer or CAV-GRIP III AP VapAir Seal 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 Seal 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, 1 gal/square) -427.5
VB-5. ASTM D41 SureMB 90 Base Hot-asphalt Hot asphalt at 25 lbs/square -172.5
VB-6. ASTM D41 SureMB 90TG Base or SureMB 120TG Base Torch-applied Hot asphalt at 25 lbs/square -180.0
VB-7. ASTM D41 SureMB 90TG Base or 120TG Base Torch-applied Flexible FAST or Flexible FAST DT (RIBBON, 12-inch 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.) -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, may be 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 are interchangeable within the scope of this Evaluation Report:
➢ H-Shield H-Shield NH;
➢ InsulBase InsulBase NH;
➢ H-Shield CG H-Shield CG NH;
➢ SecurShield SecurShield NH;
➢ H-Shield HD H-Shield HD NH;
➢ SecurShield HD SecurShield HD NH;
➢ H-Shield HD90 H-Shield HD90 NH;
➢ SecurShield HD Plus 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.
NEMO ETC, LLC Evaluation Report C33680.09.10-R24 for FL14083-R24
Certificate of Authorization #32455 6TH 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
TABLE 7C: STEEL - RECOVER
SYSTEM TYPE C-2: PLATE-BONDED ROOF COVER
All areas where the existing metal panels do not lay flush on the underlying purlin shall have a 0.25-inch diameter pilot hole pre-drilled into the panel prior to driving the Purlin Fastener into the purlin
System
No.
Substrate
(Note 1)
Insulation Layer
(Note 5)
Attachment Roof Cover / Adhesive MDP
(psf) Fasteners (Note 11) Spacing
RHINOBOND SYSTEMS:
R-46
Existing standing seam or lap seam metal
roof covers having min. 16 ga. (0.0598-inch)
to max. 3/16-inch thick steel purlins spaced
max. 120-inch o.c.
One or more layers, any
combination,
preliminarily fastened
Carlisle HP Purlin Fasteners or
RetroDriller Fasteners and RHINOBOND
Insulation Plate (TPO) are fastened
through to purlins
12-inch o.c. along
purlins
Sure-Weld (minimum 60-mil) or Sure-Weld
EXTRA bonded to RHINOBOND Insulation Plate
(TPO) with RHINOBOND tool per manufacturer’s
instructions.
-30.0
R-47
Existing standing seam or lap seam metal
roof covers having min. 16 ga. (0.0598-inch)
to max. 3/16-inch thick steel purlins spaced
max. 120-inch o.c.
One or more layers, any
combination,
preliminarily fastened
Carlisle HP Purlin Fasteners or
RetroDriller Fasteners and RHINOBOND
Insulation Plate (TPO) are fastened
through to purlins
6-inch o.c. along
purlins
Sure-Weld or Sure-Weld EXTRA bonded to
RHINOBOND Insulation Plate (TPO) with
RHINOBOND tool per manufacturer’s
instructions.
-37.5
R-48
Existing standing seam or lap seam metal
roof covers having min. 16 ga. (0.0598-inch)
to max. 3/16-inch thick steel purlins spaced
max. 60-inch o.c.
One or more layers, any
combination,
preliminarily fastened
Carlisle HP Purlin Fasteners or
RetroDriller Fasteners and RHINOBOND
Insulation Plate (TPO) are fastened
through to purlins
12-inch o.c. along
purlins
Sure-Weld or Sure-Weld EXTRA bonded to
RHINOBOND Insulation Plate (TPO) with
RHINOBOND tool per manufacturer’s
instructions.
-37.5
R-49
Existing standing seam or lap seam metal
roof covers having min. 16 ga. (0.0598-inch)
to max. 3/16-inch thick steel purlins spaced
max. 60-inch o.c.
One or more layers, any
combination,
preliminarily fastened
Carlisle HP Purlin Fasteners or
RetroDriller Fasteners and RHINOBOND
Insulation Plate (TPO) are fastened
through to purlins
12-inch o.c. along
purlins
Sure-Weld (minimum 60-mil) or Sure-Weld
EXTRA bonded to RHINOBOND Insulation Plate
(TPO) with RHINOBOND tool per manufacturer’s
instructions.
-45.0
R-50
Existing standing seam or lap seam metal
roof covers having min. 16 ga. (0.0598-inch)
to max. 3/16-inch thick steel purlins spaced
max. 120-inch o.c.
One or more layers, any
combination,
preliminarily fastened
Carlisle HP Purlin Fasteners or
RetroDriller Fasteners and RHINOBOND
Insulation Plate (TPO) are fastened
through to purlins
6-inch o.c. along
purlins
Sure-Weld (minimum 60-mil) or Sure-Weld
EXTRA bonded to RHINOBOND Insulation Plate
(TPO) with RHINOBOND tool per manufacturer’s
instructions.
-52.5
R-51
Existing standing seam or lap seam metal
roof covers having min. 16 ga. (0.0598-inch)
to max. 3/16-inch thick steel purlins spaced
max. 60-inch o.c.
One or more layers, any
combination,
preliminarily fastened
Carlisle HP Purlin Fasteners or
RetroDriller Fasteners and RHINOBOND
Insulation Plate (TPO) are fastened
through to purlins
6-inch o.c. along
purlins
Sure-Weld or Sure-Weld EXTRA bonded to
RHINOBOND Insulation Plate (TPO) with
RHINOBOND tool per manufacturer’s
instructions.
-67.5
ISOWELD INDUCTION WELDING SYSTEM:
R-52
Existing standing seam or lap seam metal roof
covers having min. 16 gauge (0.0598 inch), 50
ksi steel purlins spaced max. 60-inch o.c.
One or more layers, any
combination,
preliminarily fastened
SFS Purlin Fastener with SFS isoweld®
TPO Plates (FI-P-6.8-TPO) are fastened
through to purlins
12-inch o.c. along
purlins
Sure-Weld or Sure-Weld EXTRA bonded to SFS
isoweld® TPO Plates with SFS isoweld® 3000
stand-up tool.
-37.5
R-53
Existing standing seam or lap seam metal roof
covers having min. 16 gauge (0.0598 inch), 50
ksi steel purlins spaced max. 60-inch o.c.
One or more layers, any
combination,
preliminarily fastened
SFS Purlin Fastener with SFS isoweld®
TPO Plates (FI-P-6.8-TPO) are fastened
through to purlins
6-inch o.c. along
purlins
Sure-Weld or Sure-Weld EXTRA bonded to SFS
isoweld® TPO Plates with SFS isoweld® 3000
stand-up tool.
-90.0
RB-3
RhinoBond ATTACHMENT METHOD -
FM FASTENING PATTERNS
THERMOPLASTIC MEMBRANES RhinoBond
0 For additional information, refer to Specifications
T2.2
THERMOPLASTIC
MR
0
MEMBRANE ATTACHMENT - RhinoBond ASSEMBLY
TPO & PVC
10/12/2020 ATC Hazards by Location
https://hazards.atcouncil.org/#/wind?lat=27.378416&lng=-80.394148&address=6500 Glades Cut Off Rd%2C Fort Pierce%2C FL 34981%2C USA 1/2
Hazards by Location
Search Information
Address:6500 Glades Cut Off Rd, Fort Pierce, FL 34981,
USA
Coordinates:27.378416, -80.394148
Elevation:25 ft
Timestamp:2020-10-12T18:23:32.011Z
Hazard Type:Wind
ASCE 7-16
MRI 10-Year 87 mph
MRI 25-Year 106 mph
MRI 50-Year 118 mph
MRI 100-Year 130 mph
You are in a wind-borne debris region if
you are also within 1 mile of the coastal
mean high water line.
Risk Category I 145 mph
Risk Category II 157 mph
You are in a wind-borne debris region.
Risk Category III 168 mph
If the structure under consideration is a
healthcare facility and you are also within
1 mile of the coastal mean high water line,
you are in a wind-borne debris region. If
other occupancy, use the Risk Category II
basic wind speed contours to determine if
you are in a wind-borne debris region.
Risk Category IV 178 mph
You are in a wind-borne debris region.
ASCE 7-10
MRI 10-Year 88 mph
MRI 25-Year 106 mph
MRI 50-Year 118 mph
MRI 100-Year 129 mph
You are in a wind-borne debris region
if you are also within 1 mile of the
coastal mean high water line.
Risk Category I 145 mph
Risk Category II 157 mph
You are in a wind-borne debris region.
Risk Category III-IV 168 mph
If the structure under consideration is
a healthcare facility and you are also
within 1 mile of the coastal mean high
water line, you are in a wind-borne
debris region. If other occupancy, use
the Risk Category II basic wind speed
contours to determine if you are in a
wind-borne debris region.
ASCE 7-05
ASCE 7-05 Wind Speed 137 mph
You are in a wind-borne debris region.
The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building
code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before
proceeding with design.
Disclaimer
25 ft
Map data ©2020 Google, INEGI
Drawing Report
Tropicana Feed Mill Ft Pierce - Maintenence 3
Sutter Roofing Company of Florida 8284 Vico Court Sarasota, FL 34240 Phone: 941-377-1000 Fax: 941-377-4499
10/3/2018 Page 1
Section: Entire Job
Page: Main Roof
Drawing Report
Tropicana Feed Mill Ft Pierce - Maintenence 3
Sutter Roofing Company of Florida 8284 Vico Court Sarasota, FL 34240 Phone: 941-377-1000 Fax: 941-377-4499
10/3/2018 Page 2
Section: Entire Job
Page: Main Roof
Legend Pitch Description SF LF EA
Mech Attached 4,275.00 280.00 4.00
Gravel Stop 90.00 2.00
Drip Edge 190.00 2.00
Gutter 190.00 2.00