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FL# FL1654-R19
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 Ext242
jakins@polyglass.com
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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
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Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed j
Florida Professional Engineer
❑ 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 10/06/2018
Validated By John W. Knezevich,PE
E%fj Validation Checklist-Hardcopy Received
Certificate of Independence FL1654 R19 COI 2016 01 COI Nieminen.pdf
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Referenced Standard and Year(of Standard) Standard Year
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ASTM D6162 2000
ASTM D6163 2000
ASTM D6164 2005 j
ASTM D6222 2008
ASTM D6509 2009
FM 4470 1992
FM 4474 2004
htt s://floridabuildin .or / r/ r_a dtl.as x. aram=wGEVX wtD v u2w%2bnF UPv... 1/18/2017
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Florida Building Code Online "= `P�g-
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
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Date Submitted 04/18/2016
Date Validated 04/19/2016
Date Pending FBC Approval 04/20/2016
Date Approved 06/08/2016
Summary of Products
FL# Model,Number or Name Description
1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems
Modified Bitumen Roof
Systems
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1654 R19 II 2016 04 FINAL Al ER POLYGLASS MODBIT FL1654-
Approved for use outside HVHZ:Yes R19.Ddf
Impact Resistant:N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-622.5 Created by Independent Third Party: Yes
Other: 1.)The design pressure in this Evaluation Reports
application relates to one particular assembly FL1654 R19 AE 2016 04 FINAL ER POLYGLASS MODBIT FL1654-
over concrete deck. Refer to the ER Appendix for R19.Ddf
other systems and deck types.2.)Refer to ER, Created by Independent Third Party: Yes
Section 5 for other Limits of Use. j
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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.Coovriaht 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 toi
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:
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' APPENDIX l:ATFACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE
Table Deck Application Type Description j Page
3A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover j 5
1B-1 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-9
18-2 Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover j 10-11
1C Wood New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 12
SD Wood New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover j 13-14
1E Wood New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15-16
SF-1 Wood New or Reroof(Tear-Off) E Non-insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 17-19
1F-2 Wood New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 20-22
1G Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 22
2A Steel or Conic. New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover j 23
2B Steel or Conc. New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover ! 24-25
2C Steel or Conc. New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 26.27
3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 28-32
3B Concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover j 32
4A LWIC New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 33-34
413 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded insulation,Bonded Roof Cover j 34
4C LWIC New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37
SA CWF New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 38
58 CWF New,Reroof(Tear-Oft)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 39
SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover ! 40
SD CWF New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover j 40
SE CWF New,Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 40
6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 41-42
6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 42
6C Gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover j 42
6D Gypsum Reroof(Tear-Off)or Recover E Non-insulated,Mech.Attached Base Sheet,Bonded Roof Cover 42
7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 43-45
7B Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover j 45
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 polyisocyanurate,polystyrene,wood fiberboard,perlite,gypsum-based roof board or mineral-wool roof 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.
Exterior Research and Design,I.I.C.d/b/a Trinity I ERD Evaluation Report P9290.0208-R17 for FL16S4-R19
Certificate of Authorization R9503 Revisions 17:04/18/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 1 of 45
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QOTRINITYJERD
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 coded and/or FBC Approval documentation.
S. 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 manufacturers published instructions.
➢Hot asphalt(HA): Full coverage at 25-30 Ibs/square.
➢Dow Insta-Stik Roofing Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.
➢Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c.
➢OMG OlyBond 500(08500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c.(PaceCart or SpotShot). Note: OlyBond Green may be used where OiyBond 500 is
referenced.
➢OlyBond Classic(OB Classic): Full coverage at 1 gal/square.
➢ICP Adhesive&Sealants 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,board joints shall be staggered.
➢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 polyisocyanurate at the following thickness limitations maybe 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 th;e tables,then
the thinner board listed below may be used as a drop-in forthe 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(013500): 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+GL)
➢OMG OlyBond 500(OB500): MDP -315.0 psf (Min.0.5-Inch thick ENRGY 3)
➢OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-Inch thick ACFoam II)
➢ICP Adhesives&Sealants CR-20: MDP -117.5 psf (Min.1.0-Inch thick)
7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft.
B. 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 to 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 analys s 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. I
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 orTAS 124.
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,U.C.d/b/a Trinityl ERD Evaluation Report 1-9290.02.08-117 for FL1654-R19
Certificate of Authorization#9503 Revision!17:04/18/2016
Prepared by:Robert Nleminen,PE-59166 Appendix 1,Page 2 of 45
TRINITY! ERD
14. Unless otherwise noted,refer to the following references for bonded base,ply or cap sheet applications.
TABLE 1:POLYGLAss ROOF COVERS
Reference Layer Material Application I
BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II
Hot Asphalt at i 0 0
(Base and Ply sheets,Asphalt- Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI -4
Applied) Note., Asphalt-applied sheets or insulation shall not be applied to ly-Im surfaced membranes. Ibs/square
Base Ply One ply Elastobase(sand/sand),Elastoflex V,Elastoflex S6,Polyglass HT Base 650 PG350 at 1.5-2.0
SBS-CAS Elastoflex VG,Elastoflex VG FR,Elastoflex 56,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G p SBS(sand-backed),Polyfresko G SBS FR(sand-backed) gal/square
Base Ply I One ply Elastobase sand/sand),Elastoflex V,Elastoflex S6 Polyplus 35 at 11.5-2.0
SBS-CA2 Cap Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR,Polyfresko G gal/square
SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
One or more plies Elastobase(sand/sand or poly/sand),Elastobase P(sand/sand or poly/sand),Elastoflex V,Elastoflex S6,Polyglass
Base Ply or Ply HT Base 650
SBS-AA Hot Asphalt at 20-40
(SBS,Asphalt-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Ibs/square
Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed)
Note: Asphalt-applied sheets or Insulation shall not be applied to poly-film surfaced membranes.
SBS-TA Base Ply or Ply One or more plies Elastobase(sand/poly),Elastobase(poly/poly),Elastoflex V,Elastoflex S6,Polyglass HT Base 650
(SBS,Torch-Applied) Cap Elastoflex V,Elastoflex VG,Elastoflex VG FR,Elastoflex S6,Elastoflex S6 G,Elastoflex S6 G FR,Elastoshield TS-G,Elastoshield TS-G FR, Torch-Applied
Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed)
Base Ply One or more plies Elastoflex SA V Base,Elastoflex SA V FR Base,Elastoflex SA V Plus,Elastoflex SA V Plus FR
SBS-SA Cap Elastoflex SAP Elastoflex SA P FR Pol reflect Self-Adhering
(SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forSSS-SA are limited to the SBS-SA Base Ply options herein,
Elastobase(poly/sand)or Elastobase(ol/of .
APP-TA Base Ply or Ply One or more plies Polyglass APP Base,Polyflex,Polybond
(APP,Torch-Applied) Cap Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied
APP-SA Cap Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polykool j
(APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates forAPP-SA are limited to theSBS-SA Base Plyoptfons herein, Self-Adhering
Elastobase(poly/sand)or Elastobase(poi/of).
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 or KM Acryl 25;
> PG700QS(Quick Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS(for granule-surfaced APP orSBS only);
> 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 or KM Acryl 15;
> Polybrite 70QS(Quick Set)Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(for granule-surfaced APP or SBS only);
> Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Roof Coating.
Exterior Research and Design,L-C.d/b/a Trinity(ERD Evaluation Report 139290.02.08-1117 for FL1654-R19
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1�Page 3 of 45
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16. The following represent priming requirements for gypsum-based coverboards:
9 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. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure(MDP)limitations.The lesser of the MOP listings below vs.thosle in Table 3A
applies:
VAPOR BARRIER OPTIONS,STRUCTURAL CONCRETE DEcx,ADHERED INSULATION PER TABLE 3A
Option N Primer Type Vapor Barrier Attach Insulation Adhesive MDP(psf)
1 PG100 ElastoflexSA V Plus Self-Adhering Inta-Stik orCR-20,12-inch o.c. -60.0
2 PG100 Polyglass APP Base Torch-applied Inta-Stik or CR-20,12-Inch o.c. -75.0
3 PG100 Elastollex SA P Self-Adhering Insta-Stik,12-inch o.c. -75.0
4 PG100 Elastoflex SA P Self-Adhering Millennium One Step Foamable Adhesive,12-Inch o.c. -157.5
5 1 PG100 ElastoflexSA P Self-Adhering CR-20,12-inch o.c. -270.0
18. "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.
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Exterior Research and Design,LLC.d/b/a Trinity ERD Evaluation Report P9290.0208-R171for FL1654-1119
Certificate of Authorization#9503 Revision 17:04/18/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 4 of 45
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TABLE 1F-2:WOOD DECKS—NEW CONSTRUCTION,REROOF(TEAR-OFF)ORRECOVER
SYSTEM TYPEE:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(SCREM&PLATEs),BONDED ROOF COVER
System Deck(See Base Sheet Roof Cover(See Table 1) MDP
No. Note 1) Type Fasten Attach Base Ply Cap (psf)
W-134 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trofast 3"Metal 12-inch o.c.in 4-inch lap and 12-Inch o.c.in two SBS-SA SBS-SA,APP-SA, -52.5•
Inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows SBS-TA,APP-TA
W-135 Min.19/32- Elastobase,Elastobase P(poly-film Dekfast Hex with Dekfast#14 or Trufast 3"Metal 12-inch o.c.In 4-Inch lap and 12-Inch o.c,in two Polyflex SA Base APP-TA I -52.5•
Inch plywood top) Insulation Plate with Trufast HD (2),equally spaced,staggered center rows
W-136 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.In 4-inch lap and 12-inch o.c.in two SBS-SA SBS-SA,APP-SA, -60.0•
Inch plywood 1 top) N12 1 (2),equally spaced,staggered center rows I SBS-TA,APP-TA
W-137 Min.19/32- Elastobase,Elastobase P(poly-film OMG Flat Bottom Plates(square)with Roofgrip 12-inch o.c.In 4-inch lap and 12-Inch o.c.in two Polyflex SA Base APP-TA -60.0•
Inch plywood top) H12 (2),equally spaced,staggered center rows
TABLEIG:WOOD DECKS—NEW CONSTRUCTION OR REROOF(TEAR-OFF)
SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
System Deck(See Primer Roof Cover(See Table 1) MDP
No. Note 1) Joint Treatment Base Ply Ply Cap (Psf)
W-138 Min.15/32- (Optional)PG100 None SBS-SA (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -g0.0
Inch plywood TA,APP-TA TA,APP-TA
W-139 Min. (Optional)PGS00 None Po
inch pllywooywoo d IYflex SA Base (Optional)APP-TA APP-TA -90.0
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-
W-140 Inch plywood (Optional)PG100 -97.5
p yw place to create continuous bond. Elastoflex SA 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-
W-141 plywood Inch I (Optional)PG100 -135.0
p yw place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA
W-142 Min.15/32- (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled Into Polyflex SA Base (Optional)APP-TA APP-TA -135.0
Inch plywood place to create continuous bond.
Exterior Research and Design,LLC d/b/a Trinity(ERD Evaluation Report P9290.0208-1117 for FL1654-1119
Certificate of Authorization R9503 Revision 17t 04/18/2016
Prepared by:Robert Nieminen,PE-59166 Appendix 1,Page 22 of 4S
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