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Treoum Harvey E.Koehnen 7zosElyse Circle
coast Professional Engineer#3,2n31 psLFlorida s4ssz-8xzz
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Engioeeo+ Certified General Contractor#CGcO2o776 FAX(772)489-3035
Inc. E-mm|L:hkvehnen@ubeneh.mm
Contractor J
Job Address 262 13-09,mvP4 BeAdff DR
NEW ROOF RE-ROOF RECOVERING REPAIR_ AREA RECEW-C
BUILT UP ROOF PLAN ID JAN 15 2flj6
ASCE 7-1O&FBC2O145th Edition ENCLOSED BLDG SEMI ENCLOSED BLDG OPEN
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PART LOW RISE C&C 3|K8PUF|ED
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INSULATION BASE LAYER TYPE SIZE ----~
TYPE OFFASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE SIZE
TYPE OFFAST[NER5/ORBONDING MATERIAL
NUMBER OFFASTENERS PER INSULATION BOARD: F|e|dPerimeterCorner_____
PLY SHEET NO.OFPLIES TYPE OFFASTENERS/8OND|N ^�»
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^, FL# FL1654-R16
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer POLYGLASS USA
Address/Phone/Email 150 Lyon Drive
Fernley,NV 89408
(570)384-1230 Ext 242
jakins@polyglass.com
Authorized Signature James Akins
jakins@polyglass.com
Technical Representative Steve Wadding
Address/Phone/Email 150 Lyon Drive
Fernley,NV 98408
(602)363-7139
stevew@polyglass.com
Quality Assurance Representative James Akins
Address/Phone/Email 555 Oakridge Road
Humboldt Industrial Pkwy
Hazleton,PA 18201
(800)894-4563
jakins@polyglass.com
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 06/27/2016
Validated By John W.Knezevich,PE
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R16 COI 2015 01 COI Nieminen.odf �r
Referenced Standard and Year(of Standard) Standard Year
ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
https://www.floridabuilding.org/pr/pr� app dtl.aspx?param=wGEVXQwtDgvgqu2w%2b... 12/14/2015
TRINITY I ERD
�'QPPENDIX 1:�ATFACHMENT'REQUIREMENTS;FOR�WIND UPI;IFT'RESISTQNCE
Table Deck Application Type Description Page
1A-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 4
1A-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
18 Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 6
1D Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 6
1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 7-8
1E-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 8-9
1F Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 9
2A Steel or Conc. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 10
28 Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 11-12
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 13-14
3A-1 Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 15-18
3A-2 Concrete New or Reroof(Tear-Off) A-1 Bonded Temporary Roof,Bonded Insulation,Bonded Roof Cover 19-20
36 Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 21
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 22-23
413 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 24
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 25-27
5A CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28
5B CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 29
5C CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 30
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 30
5E CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 30
6A Gypsum New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 31-32
6B Gypsum New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 33
6C Gypsum New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 33
6D Gypsum New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 33
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 34-36
713 Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 36
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 AHJ. Load resistance of the
roof deck shall be documented through proper codified and/or FBC Approval documentation.
2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement:
➢Wood: Minimum 0.75-inch penetration.
➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
➢Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published installation instructions.
3. Unless otherwise noted, insulation may be any one layer or combination of polyisocya n u rate, polystyrene, wood fiberboard, perlite, gypsum-based roof board or mineral-wool roof board that meets the OA
requirements of F.A.C.Rule 61620-3 and is documented as meeting FBC 1505.1 and,for foam plastic,FBC Chapter 26,when installed with the roof cover.
Exterior Research and Design,U.C.d/b/a Trinity I ERD Evaluation Report 139290.02.08-1114 for FL3654-R16
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 1 of 36
",J
TRINITY I ER®
4. Minimum 200 psi,minimum 2-inch thick lightweight insulating concrete may be substituted for rigid insulation board for System Type D(mechanically attached base sheet,bonded roof cover),whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and
structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation.
5. Unless otherwise noted,insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions.
D HA(HA): Full coverage at 25-30 lbs/square.
➢Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-Inch o.c.
D Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is
referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c.
➢Note: When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,adhesive ribbons shall be staggered from layer-to-layer a distance of one-half the ribbon spacing.
➢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.
6. Unless otherwise noted,all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocya n u rate 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:
➢ Millennium One Step Foamable Adhesive(M-OSFA): MDP -157.5 psf (Min.0.5-inch thick)
➢OMG OlyBond 500(OB500): MDP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3)
➢OMG OlyBond 500(OB500): MDP -187.5 psf (Min.0.5-inch thick ISO 95+GQ
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-inch thick ENRGY 3)
➢OMG OlyBond 500(08500): MDP -487.5 psf (Min.0.5-inch thick ACFoam II)
➢3M CR-20: MDP -117.5 psf (Min.1.0-inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
8. 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 RAS 117 and FM LPDS 1-29.
Assemblies marked with an asterisk*carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPDS 1-29 for Zone 2/3 enhancements.
9. For fully bonded assemblies,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.
10. 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 TAS 105 or ANSI/SPRI FX-1.
11. For existing substrates in a bonded recover installation,the existing roof system shall be examined for compatibility and bond performance with the selected adhesive,and the existing roof system shall be capable of
resisting project design pressures on its own merit to the satisfaction of the AHJ,as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52,ANSI/SPRI IA-1 orTA5124.
12. For Recover Applications using System Type D,the insulation is optional;however,the existing roof system shall be suitable for a recover application.
13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck
construction and limitations. For systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,
reference is made to FBC Section 1917.4.1,Point 1.
Exterior Research and Design,LLC.d/b/a Trinity)ERD Evaluation Report P9290.02.08-1114 for FL1654-1116
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 2 of 36
"QTRINITY jERD
14. Unless otherwise noted,refer to the following references f&bonded base,ply or cap sheet applications.
_7
TABLE 1:PoLyptAo'Roo VERS
Reference Layer Material Application
BP-AA Base Polyglass G2 Base,FBC Approved ASTM D4601,Type 11 HA at 20-40 lbs/square
(Base and Ply sheets,Asphalt-Applied) Ply Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or Vi
SBS-AA Base or Ply Elastobase,Elastobase Poly,Elastoflex V,Elastoflex 56,Polyglass HT Base 650
(SBS,Asphalt-Applied) Cap Elastoflex S6, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, Elastoshield TS-G FR, Polyfresko G SBS (sand-backed), HA at 20-40 lbs/square
Polyfresko G SBS FR(sand-backed)
SBS-TA Base or Ply Elastoflex V,Elastoflex S6
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G SBS(poly- Torch-Applied
film backed),Polyfresko G SBS FR(poly-film backed)
SBS-SA Base Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
(SBS,Self-Adhering) Cap Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering
APP-TA Base or Ply Polyglass APP Base,Polyflex,Polybond Torch-Applied
(APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR
APP-SA
(APP,Self-Adhering) Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykciol Self-Adhering
15. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings
associated with coating usage.
> PG200 Non Fibered Roof Coating;
> PG300 Fibered Roof Coating;
> PG600 Non-Fibered Aluminum Roof Coating;
> PG650 Fibered Aluminum Roof Coating;
> PG700 High Quality Elastomeric Roof Coating;
> PG800 Asphalt Emulsion Roof Coating;
> Polyplus 60 Premium Non-Fibered Aluminum Roof Coating;
> Polyplus 65 Premium Fibered Aluminum Roof Coating;
> Polybrite 70 Premium Grade Elastomeric Roof Coating;
> Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
16. The following represent priming requirements for gypsum-based coverboards:
> Dens Deck and Dens Deck Prime shall be field-primed with PG100 prior to self-adhering or torch-applied membrane application. No priming is required for hot-asphalt membrane applications.
> SECUROCK Gypsum-Fiber Roof Board does not require field priming for any membrane application.
17. "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.
Exterior Research and Design,I.I.C.d/b/a Trinity]ERD Evaluation Report P9290.02.08-1114 for FL1654-1116
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 3 of 36
TRINITY I ERD
TABLE IE-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEM TYPE E:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREWS&PLATES),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover MDPsf
(P )
No. Note 1) Base Fasten Attach Ply Cap
Min.15/32- OMG#12 Standard Roofgrip or OMG#14 Heavy 6-inch o.c.at 4-inch lap and 6-inch o.c.in
W-43 inch plywood Polyglass APP Base Duty(min.1-5/8-inch long)with OMG 3"Round three,equally spaced,staggered center rows (Optional)APP-TA APP TA -90.0
Metal Plates or OMG Flat Bottom Metal Plates
OMG#12 Standard Roofgrip or OMG#14 Heavy
W-44 Min.plywood
Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round three,nch o.c.at 4-inch lap and 6-inch ceo.cnter
r (Optional)BPP-TA SBS-AA, or APPSBS-A ,SBS TA -90.0
inch plywood Metal Plates or OMG Flat Bottom Metal Plates three,equally spaced,staggered center rows SBS-TA or APP-TA or APP-TA
W-45 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP or Trufast#14 HD(min.1-5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in (Optional)BP-AA or SBS-AA SBS-AA -90.0
inch plywood long)with Trufast 3"Metal Insulation Plates three,equally spaced,staggered center rows
OMG#12 Standard Roofgrip or OMG#14 Heavy
W-46 Min.plywood
Polyglass APP Base Duty(min.1-5/8-inch long)with OMG 3"Round 6-inch o.c.at 4-inch lap and enter r o s in five, (Optional)APP-TA APP TA -120.0
inch plywood Metal Plates or OMG Flat Bottom Metal Plates equally spaced,staggered center rows
OMG#12 Standard Roofgrip or OMG#14 Heavy
Min.15/32- 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA,SBS-AA, SBS-AA,SBS-TA -120.0
W-47 inch plywood Elastobase(with sand top surface) Duty(min.1-5/8-inch long)with OMG 3"Round equally spaced,staggered center rows SBS TA or APP TA or APP-TA
Metal Plates or OMG Flat Bottom Metal Plates
W-48 Min.15/32- Elastobase(with sand top surface) Trufast#12 DP orTrufast#14 HD(min.1-5/8-inch 6-inch o.c.at 4-inch lap and 6-inch o.c.in five, (Optional)BP-AA or SBS-AA SBS-AA -120.0
inch plywood long)with Trufast 3"Metal Insulation Plates equally spaced,staggered center rows
TABLE 1F:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Primer Roof Cover MDP(psf)
No. Note 1) Joint Treatment Base Ply Cap
Min.15/32- (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS-
90.0
W 49 inch plywood (Optional)PG100 None SBS-SA
TA,APP-TA TA,APP-TA
W-50 Min.15/32- (Optional)PG100 None Polyflex SA Base (Optional)One or more APP TA -90.0
inch plywood APP TA
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Base or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5
W-51 inch plywood (Optional)PG100 place to create continuous bond. astoflex A V FR Base TA,APP-TA TA,APP-TA
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- _135.0
W-52 inch plywood (Optional)PG100 place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA
Min.15/32- Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Poly flex SA Base (Optional)One or more APP-TA -135.0
W-53 inch plywood (Optional)PG100 place to create continuous bond. APP TA
Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.02.08-1114 for FL1654-1116
Certificate of Authorization#9503 Revision 14:06/17/2015
Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 9 of 36