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i32831 C oast Professional Engineer L.Flor da 34952-9212
B uliding Architect 4AR0009471 PHONE(772)?66-5509
E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035
Inc. E-MAIL.hkoehnen@tcbeweb.com
Contractor 7A-,-ACrJA-- Asr- J?,,,-r-,AjC,
Owner AIA4 Mies PqgTjN Date Job Address -3,6'-QG Aug Pte&ce, PL
BUILT UP 14%pPiPi&& 13T17.7 m t--"
NEW ROOF RE-ROOF RECOVERING REPAIR AREA
BUILT UP ROOF PLAN
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ASCE 7-10&FBC 2014 5th Edition ENCLOSED BLDG SEMI ENCLOSED'BLDG OP EN PART 2 LOW RISE C&C SIMPLIFIED
RISK CAT 2/V=Z&JE)(POSUREffjX=—jKzt 1.0/h 6 PITCH/MEAN PARAPET hi-0 J12
ROOF SYSTEM --:7-4 NOA /0-0.4.1.-!'R5"
ZONE I B @ h=30 = X— PS F x 0.6=
ZONE-2 B @ h=30 = x PSF x 0.6= 116,11 4 /y
ZONE 3 B @ h=30 = x PSF x 0.6= a -7-10
MAX DESIGN PRESSURE PER NOA Co.
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CK TYPE THICKNESS 92—
BASESHEET CFe rA"v X-rev 66459AS,55r- NO.OF PLIES
FASTENERS/BONDING 116A 9A)45#-4,,J& No ff-",U ;r,,V r,495
FASTENER SPACING FOR ANCHOR/BASE SHEET ATTACHMENT:
Field-L-ac @Lap,ff Rows---I@-L'oc Perimeter: 8 "oc @Lap,#Rows "ac Corner: 6 cc@Lapj It Ro.s .c
INSULATION BASELAYER TYPE A..)/4 SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
INSULATION TOP LAYER TYPE 111114- SIZE
TYPE OF FASTENERS/OR BONDING MATERIAL
NUMBER OF FASTENERS PER INSULATION BOARD: Field Perimeter Come e
PLY SHEET A)1,4 NO.OF PLIES TYPE OF FASTENERS/BONDING
TOP PLY 422-724 NO.OF PLIES 1 TYPE OF FASTENERS/IBONDING�e-,>
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'O.-� ;nil Product Approval
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Product Approval Menu>Product or Application Search>Application Ust>Application Detail
* FL# FL10497-RS
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
I
Product Manufacturer Mule-Hide Products Co.,Inc.
Address/Phone/Email 1195 Prince Hall Dr
Beloit,WI 53511-5481 j
(608)365-3111 Ext 609
lindareith@trinityerd.com
I
Authorized Signature Timothy McFarland
lindareith@trinityerd.com
Technical Representative Tim McFarland j
Address/Phone/Email 1195 Prince Hall Dr
Suite A
Beloit,WI535115481
(608)365-3111
tim.mcfarland@mulehide.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Modified Bitumen Roof System
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer j
i
Evaluation Report-Hardcopy Received
I
i
Florida Engineer or Architect Name who developed Robert Nieminen
the Evaluation Report
Florida License PE-59166 j
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 08/28/2017
Validated By John W. Knezevlch, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL10497 R5 COI 2015 01 COI Nleminen.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D6163 2000
ASTM D6164 2005
ASTM D6222 2008
FM 4470 1992
FM 4474 2004
Equivalence of Product Standards
Certified By
I
Sections from the Code
it
Product Approval Method Method 1 Option D
i�
Date Submitted 12/16/2015
Date Validated 12/16/2015
Date Pending FBC Approval 12/17/2015
Date Approved 02/10/2016
I
SummarV of Products
i
FL# Model,Number or Name Description it
10497.1 Mule-Hide SBS and APP Modified Self-adhering modified bitumen roof systems
Bitumen Roof Systems r
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL10497 RS II 2015 12 FINAL Al ER MULE-HIDE FL10497-
Approved for use outside HVHZ:Yes R5.Ddf
Impact Resistant:N/A Verified By: Robert Niemine'n PE-59166
Design Pressure:+N/A/-480 Created by,Independent Third Party:Yes
Other: 1.)The design pressure in this application relates to Evaluation'Reports i
one particular assembly over concrete deck. Refer to the ER FL10497 RS AE 2015 12 FINAL ER MULE-HIDE FL10497-
Appendix for other systems and deck types.2.)Refer to ER, R5.odf
Section 5 for other Limits of Use. Created by Independent Third Party:Yes
i
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`\JTR1N1TY1ERD-
166ff REQUIREMENTS F,OR WIND UPLIPTgRESISTANCE
_ 01
Table Deck: Application- Type Description Page
1A Wood New or Reroof(Tear-Off). A-1 Bonded Insulation,Bonded Roof'Cbver 3.
1BA Wood New or Reroof(Tear-Off). A-2 Mech.Attached Anchor Sheet,Bonded Insulation,,Bonded Roof Cover 4
18-2 Wood New,Reroof(Tear-Off)or Recover X4 Mdch'.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5
1C Wood New,Reroof(Tear-Off)or Recover C Mech*.Attached I nsulatilonj.Bonded Roof Cover 6
1D. Wood' New,Reroof(Tear-'Off)or Recover cover DI Prelim.Attached Insulation;MecK.Attached Base Sheet,Bonded Roof Cover 7
1E-1 Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover
111-2 wood New;Reroof.(Tear-off)or Recover E Non-Insulated,'Mech.ech.Attached Base Sheet:(screws'&.pliites),Bonded Roof Cover,
IF Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 9
2A Steel or Conc. New,Reroof(Tear-Off)or Recover. C Mech.Attached Insulation;Bonded RoofCoVer 10
28 Steel or Conc. New,Reroof(Tear-Off)or Recover D.- Prelim.Attached Insulation,Mech:Attached Base Sheet,Bonded Roof Cover 11
3Aw1 Concrete ..New or Reroof(Tear-Off). A-1 Bonded lnsulation,,Bonded Roof Cover 12-14
3A-1 Concrete New or Reroof(Tear-Off) A4 Bonded Temporary Roof,Bonded Insulation,'Bonded Roof Cover is
3&- Concrete New or,Reroof(Tear-Off) F Non4risalated,Bonded Roof Cover 15:
4A LWIC New or Reroof(Tear-Of* A-.l Bonded Insulation,Bonded Roof Cover '16-17
48 LWIC New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 17
4C LWIC New or Reroof(Tear-Ofn E Non-Insulated,Mech.-Attached Base Sheet;Bonded Roof Cover 18-19
5A CWF New or Reroof.(Tearf.off) A-1 Bonded insulation,.Bonded..Roof Cover, 20
513 CWF New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 20'
Sc 'CWF New or Reroof(Tear-OM E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 20,,
6A. Gypsum. Reroof(Tear-of 0 A-1 Bonded Insulation,Bonded.Roof cover: 21
6B. Gypsum Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bohded*Roof Cover 22
7A_ Various Recover A-1 Bonded Insulation,Bonded Roof Cover 22.;23
The folldwiniz notes appIV to*the systems 2utlined herelh-
L The roof-'system evaluation-herein pertains to mbovewde&roof.components. Roof deckgand:steuctural members'shall be in accordance with Faffrequirements,to the satisfaction of the AHL,Load*resistance of the
roof deck shall be documented through proper codified and/or.FBC Approval documentation.
2. insulation I base sheet fasteners shall be of sufficient length forthe following deck engagement.
>Wood: Minimum,VS-inch penetration..
Steel: Minimum 0.75-Q� the-sfieNeck;---
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 polyisbcVanurate, polystyrene, wood fiberboafd, perlite, gypsum-bast*d roof board or mineral-wool roof board that meets the QA
-requirements of F.A.C.Rule 61G213-3and is documented as meeting FBC1505.1 and,for foam plastic,FBC Chapter 26,when Installed with the roof cover.
4. Minirnum'200,ps1,minimum 2-Inch-thick lightweight insulating concrete_may be substituted for rigid Insulation:board for rSystern--Type.D-(mechanically attached base'sheet,banded roof cover),whereby the base
sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck., The structuraldeck�.Shall-lie-cvf 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 AM. Load'resistance of the roof deck shall be documented through,proper codified and/or FBC Approval documentation.
Exterior ReseartRand Design,LLC d/bIaTrifiltyl ERD EvaluWoh Report-IVIIOOOD.03.08-115 for FLI0497-PS
Certlricate-of Authorization h9503 Revision 5,12/14/2015*
Prepared by: Robert Nieminen,PE-59X66 Appendix 1,Page 1 of 23
TRINIiY J ERD
S. Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is atthetime of application;the ribbons/beads shall expand as noted in-the manufacturers published instructions.
Hot asphalt: Full coverage at25.30.Ibs/square.
L Dow Insta-Stik.Roofing Adhesive(04S):. Continuous 0.75 to 1-inch wide ribbons,.12-inch o.c..
Millennium One Step Foamable Adhesive,(M-OSFA): Continuous 0.25 to OS-inch wide ribbons,12-inch o.c.
Y OMG Olygond 560(08S00): Continuous 0.75 to 1-inch wide ribbons,l2-inch o.c:(PaceCart or SpotShot). Note: OlyBond Green may bi used where OlyBond 500 is referenced.
>OlyBond Classic.(OB'Classic)r Full coverage at 1 gal%square.
D 3M CR-20; Continuous 2.5-3.54rich v ide ribbons,l2-inch o.c.
>Note: When multiple layers(s)of insulotloirand/orcoverboard are Installed in ribbon-applied adhesive,:board jotntsshall.bestaggered.
Y Note.The maximum edge distance from the adhesive ribbon to`the edge of the insulatlori board'sholl be notless than one-ho j the specified ribbonsspocing.
6. Unless.otherwise noted,all insulations are:flatstock.or taper board of tilt ininirnum thickness noted..Tapered-polyisocyanurMe'at the following-thickness limitations maybe substituted with thefollowing Maximum
Design Pressure(MDP)limitations: in no case shall these values be used to'increase'the MOP'Iistings in the tables;rather if MOP listing below meets or exceeds that listed fora particular system in the tables,then
the thinner board listed below may be used as a drop-in for the equivalent thicker materiallisted in the table:
>Millennium One Step Foamable Adhesive.(M-OSFA): MOP -1575psf (Min.Ms-inch thick)
D OMd OlyBond 500(OBS00)i MOP -45.0 psf (Min.0.5-inch thick Multi-Max FA-3).
;•GMG'OIVBond 500(OBS00):. MDP -187i5psf (Min.0.5-inch thick IS0:954,GL)
;o OMG OlyBond 500(OBS00): MDP -315.0 psf '(Min:0.5-inch thick ENRGY 3)
>OMG OlyBond 500(OB500): MDP -487.5 psf (Min.0.5-inch thick ACFoani(1,Poly ISO 2)
i 3M CR-20: MDP -117.5 psf (Min.1.04nch thick)'
7. Bonded polylsocyanurateInsplation boards shaft 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 accordarfoe 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 1i29.
Assemblies marked with an asterisk`carry the limitations set forth in Section 2.2.1.5.1(a)of FM LPD51-29 for Zone.2/3 enhancements.
9. For fully bonded assemblies,the maximum design pressurefor the selected'assembly shall meet or exceed critical design pressure determined in-accordance-with FBC Chapter 16;and ho ratfonalanalysis 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.roofsystem`shall:be examined for compatibility and bond performance with the selected adhesive;and'the'existing roof system shall be capable of
resiWng_pro)ectdesign pressures on its own merit to the satisfaction of the AHI,as documented'through field uplift testing in accordance with ASTM E907;FM LPDS.1-52,ANSI/SPRI IA-1orTAS 124.:
12: For Recover Applications using System Type D,the insulation is'aptional;however,theexisting roof system shall be.suTtabl6 fora'recover application: C'
13, :LWICshall be cast in accordance with FBC Section 1917 to the satisfactiomofthe Authority HavingAurisdietfon. For systems where specifictWIC is referenced,refer to'currenttWIC Product Apprcival'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;Polnt 1.
Exterior Research°and Design,LLC.d/b/a?rinityiERD Evaluation Report M10000.03.08-115 forFL10497=R5
Certificate of Authorization H9503 Revision 5:12/14/2015
Prepared by: Robert Nleminen,P&S9166 Appendix 1,Page 2 of 23
TRINITY ERD
TABLEIE-1:WOOD DECKS-NEW CONSTRUCTION agREROOF.(TEAR-OFF)'
SYSTEMTYPEE:NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF COVER
System Deck(See Base Sheen Roof Cover(See Table 1)
No, Note 1) MOP�psf)
Haze Fasten Attach. Base Ply, Cap
s.*At t K'IEO BASE.P4T., l
.., APP TA =45.0•
Min.15/32- ,9-Inch o.c.at 2-loch lap and 18-loch o.c.in two(2),
inch I Nail Base Simplex MAXX Cap O liana! APP-TA
plywood. equally spaced,staggered center rows ( p )
Min.-15/32- 9-Inch O:c..at 2-inch lap andd2-inch a.c.in two(2),•
W-2tl ' Nail Base Simplex MAXX Cap (Optional)APP TA' APP 7A• -52:5
inch plywood
equally spaced,staggered center rows
W,21 Min,15/32= ;APP Torch Base;Nail Base Original Simplex Cap Nails(1-Inch metal head dlameto, , 6-inch o;G'at 3-Inch lap and 6•Inch.o.c.in four(4); .Optional)APP TA •API TA -52.5
Inch'plywood 11 gauge x min.1.25-Inch long annular grooved shank) equally spaced;staggered center rows
Nail;Base;Polyglass G2 Base,
W-22 ps w lga.
Min.19/32- 'CeetainTeed Glasbase,Firestone 32 ga.,"1=5/84nch.diametertin caith.l annular 8=inch o.c,ld4 lrrch lap and'8•inch o:c:Irrthree(3),
lnch plywood MB Base,1M Perma-Ply 28,Tamko Ah sNrikinalls equally.spaced.,staggered center-rows
(Optlonal)'APPTA APP-TA =60.0
Glass Base or GAFGLAS P75
W-23
Min,15/32-. G2 Base'Nail Base 32 ga.,I-5/8-Inch diameter tin caps.with 11 ga.annular 8•inch o.c.in 4-inch lap and 8-Inch o.c.In four(4), (Optional)APP-TA APP TA; -675
inch plywood Polyglass , . ring shank nails. equally spaced,staggered-center rows
W-24 Min.15/32-. poi lass G2 Ba'se-,Nall Base Simplex MAXX Ca 10-Inch o.c.in 4-Inch lap and 10-Inch o.c:in three
inch plywood. yg P p (Optional)APP TA APP•TA. •75.0
(3),equally spaced,staggered center-rows
W 25 Min.15/32t Pol lass G2 Base,Nall Base simplex MAXX Ca 9-inch o.c.in 4-inch lap and 94nch o.c.in four(4),
Inch plywood. yg P P equally spaced,staggered center rows (Optional)APP TA APP•TA' 90.0
W-26 Min.15/32- Nail Base Simplex MAXX Cap. 6-inch o.c at 2-inch lap and 6-inch o.c.in two(2),
Inch plywood` P P 'equally spaced,staggered centerrows (Optional)APP TA APP TA' -9(1.0
W 27 Min.15/32-. Elastobase Simplex MAXX Ca 6-Inch o.c.at.2-inch lap and 6-Inch o.c.in three(3),
inch plywood p P equally spaced,staggered center rows (Optional)APP-TA APP-TA -105:0
Min.19/32-plywood. Elastobase or Elastobase Paly. 32 gat.,1-5/8-'Inch diameter tin caps with 31 ga.annular 6-Inch o.c.in 4-inch lap and 6-Inch o.c,In foul(4),
W-28 Inch I --- -ring shank nails equally spaced,staggered center rows - (Optional)APP-TA. APP-TA-.- -112:S'
�SEtF-ADHERIN69115E PLY
Min.15/32 Original Simplex Cap Nails(1-inch.metal head diameter; 6•lnch o:c.at 34nch lap and 6-inch o.c=in four, (Optlonal)' ' SBS-SA,APP-
52:5--
W'29 inch plywood'. 'Nail Base ISgaugexmin.I.25-inch tong annulargroovedshonk). 'equally'spaced,staggered tenter rows SBS-SA SA,APP-TA
MIn.19/32 32 ga.,1-5/8-inch diameter tin caps wlih 21ga:annular 8-inch,b.t.in 44nch lap and 8-inch o.c.in.three, SBS-SA.APP- I
NallBas_e____=____ (Optional)_SSS_SA -60.0.
-inch-plywood- - -=`=_- -ring shank nails' -'- - -- -equally spaced,-staggered center rows- - - -- =SA,-APP--TAB - -
W-31 Min.19/32+ Nail Base 32 ga.,.1-5/8-inch diameter tin caps with 11 ga.annular 4-Inch o':c.in 4-Inch lap and-4-inch o.c.in'four,. (Optional)S85 SA SBS•SA,APP-
inch plywood ring shank nails. equally spaced,staggered centerYows' SA,APPTA 97.5
32 ga,,1-5/8-inch diameter tin caps with 11 ga.annular
Min.19/32- 6l�ch o:c.in'4 lrtcti lap and 6-inch o.c.in four; TSA,
A,APP-
W-32 Inch plywood. Nall ea;e. ring shank nails. Nate: D41 ps are to be primed with equally'spaced,staggered center rows (Optional)565-SAP-TA 1125
Mule-Hide 121 or ASTM'D41 primer..
Exterior Research and Design,LLC d/b/a Trinity(ERD Evaluation Report M10000.03.08-RS for FL10497•RS.
Certificate of Authorization u9503 Revision S.,12/14/201S
Prepared by: Robert Nieminen,PE-59166
Appendix 1,Page 8roF 23