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ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 2/2/16 Permit Number:
•
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
'Phone: (772)462-1553 Fax:(772)462-1578 Commercial Residential x
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PERMIT APPLICATION FOR: Roof
PROPOS',ED IIVII?ROVEIVIENT LOCATION:
Address: 6903 SEBASTIAN ROAD j
Legal Description: LAKEWOOD PARK UNIT 12 BLK 161 LOT 14
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Property Tax ID#: 1301-614-0132-000-6 ' Lot No.14
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Site Plan Name: ;; Block No. 161
Project Name:
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Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK 1
TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYIMENT;AND TAMKO
SHINGLES. ROOF IS 3/12 PITCH AND FLAT ROOF WILL NOT BE REPLACED
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CONSTRUCTIGN'ANFORMATIO.N
Additional work to be nertormed under this permit—check all appy:
HVAC Gas Tank ❑Gas Piping _Shutters Q Windows/Doors
Electric 0 Plumbing Sprinklers Generator I Roof
Total Sq. Ft of Construction: 1977 S . Ft.of First Floor:!
ost of Construction:$ 8,500.00 Utilities: _Sewer 0 Septic Building Height: 1
OUVNER/LESSEE CONTRACTOR
Name SHANE LANGEL Name: BRIAN J MALONEY ,j
Address:6903 SEBASTIAN ROAD Company: TREASURE COAST ROOFING
(City: FORT PIERCE State:FL Address: 1816 SW'BILTMORE
IZip Code: 34951 Fax:N/A City: PORT ST LUCIE State:FL
Phone No.772-940-9742 Zip Code: 34984 j Fax: 772-343-8358
E-Mail:N/A Phone No. 772-370-9770
Fill in fee simple Title Holder on next page(if different E-Mail: TCROOFINGLLC@GMAIL.COM
;from the Owner listed above) State or County License: 6CC1330653
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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SUPPLEMENTAL CONSTRUCTION LIEN"LAW INFORMATION,:
a —
DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY:'; Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone: Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name: 1
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
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I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
s
Signature n sse A Signature of Contractor/ ' , Hol
STATE OF FLORIDq STATE OF FLORIDA
COUNTY OF COUNTY OF 1 LWCA
he fp{gging instrurpept wad acknowledgeAefore me The for oing instrument ''as acknowledged before me
this of (day of d/ `J 20 by this day of ' W!" 20 1 7 by
i o.�n
(Name o:;7
ing) (Name of person ackn le )
(Signature ublic-State of Florida) (Signature of ry ic-State of Florida)
Personally Known OR Produced Identification Personally Known OR Produced Identification
ype of Identificati Produced Type of Identificatio Produced
a�`r��6 91 Eiifl,,rr�J
Commission No. w {j�1SSI0,�F•° Commission No. `e,°°p/�(� ,RrQR�,'p
2 e r �MMISS/pN°° •�.�F;
12,?o FTo e a
-a . � • d a
Revised 07/15/2014 o AFF 122434eF 0•® M
F 122434
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`�� 6(lC ���,��" tyo A °°,A°tar,SeN, °°•o\O
REVIEWS FRONT ZONING"/�r;{' �1PERVISOR PLANS VEGETATION ! SEATURrsr/�L1�111�V�IitOVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW�'`4�'T ;;;tR`EVIEW
DATE
COMPLETE
INITIALS
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�' I ITYRD
8.5 Allowable Roof Covers:
' 7 '` TaBiE 1 ROOF COVER OPTIONS s Iti_ �"
Underlayment Asphalt Shingles Nail-On Tile Foam On TileMetal Woo&Shakes Slate
fff p`I &shingles
Elastobase Yes Yes YesI!'
Yes,: Yes Yes
(Base Sheet in 2.ply system) (Base_'Sheetin2-ply syste(n).
Efastobase P Yes
Yes Yes Yes'y Yes Yes
(Base Sheet in 2-ply system): (Base Sheet In 2-ply,system)
Polyglass-G2 Base No Yes Yes
No; No No.
(Base Sheet in 2-Plysysteni) (Base Sheet in 2:plyaysfem) I {I„;
Polyglass APP BaseYes Yes
No
(Base5heetin2-ply system_) (BaseSheet in2-plysysfim) NO NO
Na,
s .
Polystick MTS Yes. Yes No: I Ye"I. Yes
Polystick MTS PLUS Yes Yes ,No Yes" Yes.
1 Yes Yes
Polystick_IR=Xe, Yes. No No j No",} " Yes Yes
Polystick Toy Yes. Yes Yes.(See 5.51) No;l Yes Yes,
Polystick TU Plus Yes Yes Yes (See 55:1) j M,' Yes. Yes'
Polystick.TU Max No "'
I Yes Yes_(See 5.5:1) j Yes;. � No No.
"
Polystick Dual Pro Yes Yes No. j Yesy, Yes Yes
Polystick Tile Pro - Yes- Yes Yes (See 5.5..1) Yes; Yes Yes
Polystick NIU-X Yes No No, j Yes C Yes Yes
Elastoflex S6 G Yes _ Yes Yes (See 5.5.1) No;'; Yes _ Yes
ElastoflekSTG FR' Yes Yes No
No u„ Yes Yes
Elastoflez:GTU Yes Yes_ Yes (See 5.5.1) � No,', " Yes Yes
Polyflex G _ Yes Yes Yes.(See 5.5.1) No;:; ;' Yes Yes
fi PolyfiexG:FR Yes Yes No NoP,i„ Yes Yes
Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) Nd„. Yes Yes
Mule-tilde SA-AP.P Cap Sheet Yes Yes Yes(See 5-5.1) No'„' Yes
or SA-AYesPP Cap Sheet(FR) I,
5.5.1 "Foam-On'T'ile"is limited to use of the following Approved the adhesives/ulnderlay�rrient combinations.
TABLE 1A ALLOWABLE TILE ADHESIVE UNDERIAYMENTCOMBINATIONsl?
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Adhesive Unde l(Florida Product -• IIS �' -
Approval ayments
Convenience,Products'.Touch'n
FL14506 Polystick TU Plus;PolystickTU Max`
Seal StorinBond Roof Tile Adhesive I,I
bow TileBond"" FL717 Polystick TU P,Polystick TO Plus,Polyflex SAP or Tile Pro
Polyst)ckTU P„PolystickTU Plus,PolystickTU Max,Polystick Tile Pro,
ICP Adhesives Polyset®AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP-Polyflex SA Gape
FR,,Mule-Hide SA-APP Cap,Sheet or;Mule-Hide SA-APP'Cap Sheet(FR)
Polystick TU P,Polyst)ckTU Plus PolystickTU Max,Polystick Tile Pro,
ICP Adhesives Roly set RTA-1 FL6276 Elastoflex G TO,ElastofleP56 G Polyflex G,Polyflex SAP,Polyflex SA Cap.
FR,.Mule-Hide SA-APP Ca Sheet ori Mule-Hide SA-APP Cap Sheet(FR)
Polyglass PolyLok Roof Tile I,9
Adhesive FL17955 Polystick TU Plus 0e Polystick TU Max
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Refer-to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment';Resistance Performance.
Exterior Research and Design,U.C. Evaluation Report P12060.02.09-1322
C`ertlflcate ofAuthorizotion#9503 FBC NON-HVH2 EVALUATION I' FL5259-R26
Polyglass USA,Inc. I Revision 22:03/13/2017
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Page:S of14
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TRINITY ERD
56 Allowable Substrates:
5.6.1 Direct-Bond to Deck: I
Polystick-{all variations),Dual Pro;Tile Pro,Polyflex SAP or SAP FR,Mule-Hide SA-APP CapSheet or SA-APP Cap Sheet
(FR)'self<adhered,ta: vi
)0- New untreated plywood;ASTM D41 primed new untreated plywood; E !sting plywood;ASTM D41.primed existing:
plywood; New .or existing, unprimed OSB; ASTM D41 primed OSB; Southerna-Yellow Pine; ASTM D41 primed
Southern Yeilow Pine; ASTM D41 pririied•structural .concrete; Huber Engineered Woods "ZIP _System" Parcels
(designed and installed to meet wind loads for project). i
I 'Note:Polygiass:does not require priming of new or-existing-plywood or OSB sheathing. New or 61sflitg plywood or
I OSB sheathing should:be cleaned of ail dirt-and-debris prior fo'application of Polystick membranes-
i Elastoflex G TU,.Elastoflex S6:G or Elastoflex S6 G FR in hot asphalt to:
I 9 ASTM D41 primed structural concrete.
Polyflex G-or Polyflex G F9 torch-applied to:
ASTM D41.primed structural concrete. !
5;6.2 Bond-to insulation: {;
1 Polystick(all variations),Polyflex SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA=APP Cap Sheet(FR).self=adhered
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ASTM C1289, Type 11, Class ,1 poiyisocyanurate or Type V-polyisocya nurate-,composite insulation; Dens Deck
DuriiGuard;Dens Deck Prime;or-SECUROCK Gypsum-Fiber Roof Board.
Eiastoflex G TU Elastoflex S6 G or Eiastoflex S6•G FR in hot asphalt to:
➢ Dens Deck Prime orSECUROCK Gypsum-Fiber Roof Board.
Polyflex(5 or.Polyflex G FR torch-applied'to: �„'
➢ ASTM D41 primed-structural concrete,-Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board.
For installation under,mechanically attached prepared roof coverings, insulatiod;shall be attached per minimum
requirements of the--prepared roof covering manufacturer's Product Approval: For installations under foam-on file
systems;insulation attachment shall be designed-by a qualified design prof essiona)<and installed.based on testing of
the insulation/underlay"ment system in accordance with FBC Section 1504.3.I
5.6.3 Bond to MechanicallVAttached Base Layer:
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Polystick(all variations), Polyflex;SAP or SAP FR,Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) Dual Pro or
Tile Pro;self-adhered,to: I 11
ASTM D226,Typed or ll felt,.Elastobase;Elastobase P or Mule-Hide Nail Base.
' Elastoflex,G TU,Elastoflex.S6'G.or Elastci ie
x.S6 G FR in hot asphalt toi
➢ ASTM 1)226;Type i or ii feli;-Elastobase;Ei8tobas"e P Mule-Hide Nail Base or Polyglass d2 Base.
Polyflex G or Polyflex G:FR torch-applied'to:
➢ Elastobase;Elastobase P,Mule=Hide Nail Base,Polyglass G2 Base or Polyglass APP'Base.
For installations under mechanically attached,prepared roof�coverings, base layer shall be attached per minimum
codified-requirements. For installations under foam-on file systems, base layers?shall be attached per minimum
requirements of FRSA/TRl April 2012(04-1.2),-Appendix A,Table 1,or as listed in'Section 56.4 herein,or as tested in
accordance with FBC Section 1504.3.1.
j 5.6.4 Wind Resistance for Underlayment Systems In Foam-On TileApolications: FRSA�/TR1;Aprif 2012 (04-12) does not
address wind uplift resistance of all underlayment systems beneath foam-on file systems;where the underlayment
forms part of;;the load-path. The following wind uplift limitations apply to, underlayment systems that are not
addressed in FRSA/TRi April 2012={04=12}and;are used in foam=on tile applications',Waxinium Design Pressure is the
result of testing for Wind load resistance'ba sed on allowable wind`loads, aInd reflects the ultimate passing pressure
divided by 2(the 2 to 1 margin of safety per FBC 150.4.9 has already been applied).f Refer to FRSA/TRI April 2012'{04-
12},Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #
n Evaivation Report P12060.- 9=R22
Exterior Resear6 and Design,iLC:
cert7fcate ofAuthoriiation#9503 FBC NON-HVHZ EVALUATION PC5259'R26
i poiygiass USA,Inc. I; Revision 22:.03/13/2017
Page 6 of 14
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�TRINI ESD
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5.6.4.1 . _Maximum Design Pressure -90 psf:
Deck: Min.15/32=inch plywood to meet project-re uirements to satisfaction of Authority HavingJurisdiction.
Primer: None
Base Ply: '(Optional)Polystick'MTS PLUS,self-adhered
Underlayment:`Polystick TU P,Polystick TU Pius,Polystick TU Max,Polyflex SAP,Polyflex SAP,FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA:APP'Cap Sheet(FR),self-adhered. I's
5.6:4.2 Maximum Design Pressure=-07.5 psf h!
Deck: NIin.15/32=inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction:.
Primer: PG100 or AST
I61 D41,
Base Ply: (Optional)Polystick MTS PLUS;self adhered_ J
Underiayment Polystick TU P,Polystick.TU Plus,Polystick TU Max,Polyflex SAP,.Polyflex SAH'FR,Mule Hide:SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self=adhered and.back=nailed within the};selvedge-edge side laps using 12,ga.:x
1%"ring shank nails through.32 ga.,1-5/8"diameter tin caps spaced 12-inch�'oX.
5.6.4.3Maximum Design Pressure—-105 psf•_ i
Deek: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Primer: WB-3000
Base Ply: ((?ptional)._Polystick.MTS PLUS,self-adhered
j Underlayment:Polystick TU P,Polystick TU Plus,:Polystick TU Max,Polyflex SAP,Polyflex SAP•FR,Mule-Hide`SA-APP Cap Sheet and
Mule-Hide SA-APP Cao�Sheet(FR) self adhered and back-nailed within thel'selvedge-edge side laps using 12 ga. :x
1%"ring shank nails through 32 ga.,1 5%8"'diameter-tincaps.spaced 12-inchlii c.
Ir;
5.6.4.4 Maximum Design Pressure= 135 psf; (a
Deck: Min.15/32-inch,piywood tomeet project requirements to:sauthh
tisfaction of Aority Having Jurisdiction.
Primer: (Optional)PG100 or ASTM-D41
Joints: Min.A-inch wide strips of Elastoflex SA-V over all I `
P p ywood joints. I
Base Ply: (Optional)Polystick MTS PLUS,self-adhered i d
Underlayment:Polystick TU P,Polystick TU Plus,PolystickTU Max,Polyflex SAP,Polyflex SAP,FR,Mule-Hide SA=APP Cap Sheet and
Mule=Hide SA-APP Cap:Sheet(FR),self-adhered.
5.6.4.5 Maximum'Design Pressure. 315 09f:
Deck: Structural concrete to meet project requirements to.satisfaction of Authon !,
Navin Jurisdiction.
Primer: PG100orASTIVI D41 I I g
Base Ply: (Optional)Polystick MTS PLUS, ''`
I,
Underlayment:Polystick TU P;Polystick`TU I?lus, Polystl&TU Max,Tile Pro,Pblyfl Ix SAP, Polyfiex SAP FR,Mule=Hide SA-APP Cap
Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered: I Ii
5.6.4.6 Maximum Desien Pressure=622S ad:
Deck: Structural concrete to meet project requirements to satisfaction of Authority,`HavingJurisdiction..
Primer: PG100 or ASTM D41 i E
Underlayment: Elastoflex G-TU or Elastoflex,S6 G,applied in full mopping of hot asphalt or.Polyflex G,;torch-applied.
5.6:4.7 Maximum Design Pressure=i--30.0 nsf*-: f i
Deck: Min.15/32 Inch OSB to ineet project reguire•ments to satisfaction oflAuthonty;HavingJurisdiction.
Base Sheef: Elastobase or-Mule-Hide.Nail Base(poly-film top surface)
Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o c at;the 3 inch wide side lapsand 6-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTSPLUS,self adhered I d
Underlayment:'Polystick TU.P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP]FR,Mule-Hide SA-APP Cap Sheet and
Mule-H,ide'SA-APP Cap$heet..(FR),self=adhered.
5.6.4.8 Maximum Design Pressure=-37 5 psf*: !' ;
Deck: Min.15/32-irich piywooda9 meet project-reguirementsto satisfaction of Authority HevingJurisdiction.
Base Sheet: Elastobase or Mule Hide Nail Base(poly=filth top surface)
Fasteners: 11 ga..x 1.25-inch long:x 1 inch head diameter-round metal cap nails
Spacing: 6-inch o.c.at.the 3-inch wide side laps and 6-Inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional)Polystick MTS PLUS,self adhered
Underlayment:Polystick TUT,Polystick TU Plus,Polystick.TU Maxi Polyflex SAP,Polyflex SAP,'FR,Mule-Hide SA-APP Cap Sheefand
Mule-Hide,SA-APP Cap Sheet,(FR),self-adhered. f
` Exterior Research and Design,LLC:.
I Evaluation Repoit P12060.02.09-1122
certificate ofAuthorizotion#9503 FBC NON-HVHZ EVALUATION l u FL5259-R26
Polyglass USA,,Inc.
Revision 22:03/13/3017
Page,7of14
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5.6.4.9 . Maximum Design>Pressure—-37.5 psf .*.
Deck., Min.:19/32-inch plywood to-meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: One(3)grtwo(2)layers ASTM D226,Type 11 felt s
Fasteners: 11 ga.x 1.25•inch long x 1-inch head diameter round metal cap nails
Spacing: 6-inch o.c.at the 3-inch wide tide.laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment;Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. j
5.6.4.10 .Maximum Design Pressure=-45.psf*
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Havinglurisdiction.
Base Sheet: One(1)layer ASTM D226,Type 11 felt
Fasteners: '11 ga;x-1.25-inch x 3/8 inch head diameter annular ring shank tooling nails at-1-518-inch diameter tin caps
Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows.
Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS;iself-adhered
? Underlayment::Polystick TU P,Polystick TU Plus,Polystick TU Max,.Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastbflex G TU,applied in full mopping of hot asphalt.
5.6.4.11 Maximum Design Pressure=45 Psf*:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Two(2)layers ASTM D226,Type Il felt i
Fasteners: 11 ga.x 1.25-inch long:x 3/8-inch head diameter annular ring shank.roofing nails at 1=5/8-inch diameter tin.caps
Spacing: 9-Inch o.c.at the 2-inch wide.side.laps and 9-inch o.c.at two(2)equally spaced staggered center rows;
Base Ply: ,(Optional;for use With self-adhering underlayment only)Polystick MTS PLUSlj�self-adhered'
Underlayment:Polystick TU P,Polystick TU Plus;Polystick TU Max,Polyflex SAP,Polyflex SAPi FR,Mule-Hide SA-APP Cap.Sheet and
Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU or Elastoflex S6 G;applied in full mopping of hot
asphalt. {
5.6.4.12 .MpArrium Design Pressure=-45 psf;
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Havinglurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap r poly-film surface for torch-applied cap)
Fasteners: Simplex MA)Ot Cap Fasteners E
Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56 G,-applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5:6.4.13 Maximum Design Pressure=-52.5 psf:
Deck: -Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Eiastobase(sanded.top surface for hot-asphalt or torch-applied cap i r poly-film surface fortorch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners ?;
Spacing: t9-inch o.c.at the.2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,•�torch-applied.
5.6.4.14 Maximum Design Pressure=-52.5 psf:
Deck: Vin.15/32-Inch piywbod to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base-Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface)
Fasteners: Simplex Original.Cap Nails
Spacing: 6-inch o.c:at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.
Base Ply: (Optionai)Polystick MTS PLUS,self-adhered
Underlayment:'Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex S. Polyflex SAP FR,Mule-Hide.SA-APP Cap Sheet and
Mule-Hide SA=APP Cap Sheet(FR),self-adhered.
5:6.4.15 ,Maximum Design Pressure=-52.5 i3g: I
Deck: Min.:15/32=inch plywood to meet.project requirements to satisfaction of Authority HavingJurisdiction.
Base Sheet: Eiastobase(sanded top'surfacefor hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap)
Fasteners: Simplex Original Cap Nails
Spacing: 64nch o.c at the 3-inch wide side laps and 6-inch o.c.-at four(4)equally spac66 staggered.center rows.
! 'Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or'Polyflex G,torch-applied.
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I Exterior Research and Design,I.I.C. I ; Evaluation Report F12Q60.02:t39 R22
Certificate of Authodzation#9503 FBC NON-HVH2 EVAWAiION i FL5259-R26
{ Poiygiass USA,Inc. Revision 22:03/13/2017
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5.6,4.16 Maximum Design Pressure=-60 psf: I
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-fiim surface for torch-applied cap)
Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head.diameter annular ring shank roofing rieils at 1=5/8-inch diameter tin caps
I Spacing 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.17 Maximum Design Pressure=-60 psf:
Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap(or poly-f lin surface for torch-applied cap)
Fasteners: OMG#12 Standard Rbafgrip with OMG Flat Bottom Metal Plates !!!I '
Spacing: 12-inch o.c.at the44nch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex 56.G,applied in full mopping of hot asphalt or Palyflex.G;torch-applied.
5.6.4.18 Maximum Design Pressure==67.5 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underiayment);
Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1;5/8-inch diameter tin caps
Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows.
Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt,.or torch-applied or Polyflex G,torch-
applied.
5.6.4.19 Maximum Design Pressure= 75 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underiayment)
Fasteners: Dekfast#14 with Dekfast Hex plates;OMG#14 HD with OMG 3"GalvalumelSteel Plates,OMG Roofgrip#14 with
OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap
Fasteners I
Spacing:. 10-inch o.c.at the 4-,inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows..
Underlayment:'Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hotlasphalt;or torch,applied or Polyflex G, torch-
applied. !'
5.6.4.20 Maximum Design Pressure:;:-90 psf: j
Deck: Min.15/32-inch plywood to meet project requirements to satisfacticin of Authority Havmg lurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-flim surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacing: '6-inch o.c.at the 24nch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied.
5.6.4.21 Maximum Design Pressure=-90 psf:
Deck:. Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-flim surface for torch-applied cap)
Fasteners: OMG#12 Standard Roofgrip or pMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal
Plates
Spacirig: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. i
5.6.4.22 Maximum Design Pressure=-90 psf:
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase(sanded top surface) j
Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal insulation Plates
Spacing: 6-inch c.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)egtWiy spaced staggered center rows.
Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt.
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Exterior Research and Design,U.C. Evaluation Report P12060.02.09-R22
Certificate of Authorization#9503 FaC NON-HVHZ EVALUATION FL5259-RZ6
Polyglass USA,Inc. Revision 22:03/13/M17
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5.6.4.23 Maximum.Desien.Pressure= 96 psf..
j Deck Min.15/32-inch plywood to.meet project requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet:. Polyglass G2 Base or Poiyglass APP Base(requires use of torch-pppf e'd underlaymentj
Fasteners: Dekfast#14+nrith Dekfast.Hex plates,0MG.#14 ND with OMG 3"Galvalume;SteeI Plates,OMG itoafgrip'#14 with
QMG Plat Bottom Plates (AccuTrac), Trufast HD With Trufast 31 inch insu{ation Plates or`Simplex.IVIAXX -ap
Fasteners
Spacing: 9-inch a cm,at the 4-incli,wide.side laps-and 9-inch o.c.:at"four"(4)'equally spaced staggered,eentermws..
Underiayment:ElastofEex G TU or Eiastoflex S6 G,applied in-full mopping of hot asphalt or torcl-al or Polyflex G,.larch-
applied.
5.64.24. Maximum DdslAn.Pr6s§ure. 97.5-osf: l j
Deck 'Min.19/32 mch plywood:to meet project"requirements to satisfaction of Authority Having Jurisdiction.
Base Sheet: Elastobase or Mule-Hide Nall Base.(poly-film;top.surface) i
Fasteners: 11 ga.,x 2 254nch-x 3/8-inch head diameter annular ring shank roofing nails ate-5/8-inch diar titer tin caps
Spacing: .4-inch o.cw at the flinch wide side falls and 4-inch o.c.at four(4)equally spaced staggered center rows:
Base Ply: .(optional)Polystick NITS PLUS,self-adhered
Underlayment::Polystick TU P,Polystick TU Plus,Polystick TU Max,Paiyflex;SAP,Polyflex SARTR,Mute-Hide SA APP Cap Sheet:and
f Mule-Hilde SA-AP.P.Cap Sheet(FR),self--adhered: l I
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5:6:4.25 Maximum Design;Pressure=4109psf:
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Deckt Min.15/32-inch plywood to meet project requirements to.satsfaction of Authority Having.Jurisdiction.
Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap Or polVAlm surface for torch-applied cap)
Fasteners: Simplex MAXX Cap Fasteners
Spacirig: 6=inch o.c.at the 2-inch wide side laps;and 6-inch o.c,at three(3)equally spal[e^ed staggered center rows.
Underlayment:Elastof16 G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G torch-applied.
5.6.4.26 Maximum Design Pressure#-112.5 psf:
Deck: Min.19/32-inch plywood to meet project requirements tosatisfacti n of Authority Having Jurisdiction.
i . Base Sheet:. Elastobase�or Mule-Hide Nail Base(poiy.fiim"top;surface) (i
Fasteners: 12 ga.,x"1.25-inch x$/B=inch head diameter annular ring shank roofing nails aV`-5/8-inch diameter tin caps
Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch.o.c.at four•,(4)"equally spacecl,staggered center rows.
Primer: P13100 or ASTM D41 primer at all tin-caps
Base Ply: Polystick MTS PLUS,self-adhesed i
Underlayment:"Polystick TU P,Polystick TU Plus,Polystick.TU Max,.Polyflex SAP,Pol�ex SAP„FR,_Mule-Hide SA-APR Cap Sheet and
Mule-Nide SA-APP Cap Sheet(FR),self-adhered. l�p
5.6.4.27 ”Maximum Design_Pressure=-12O ps# j
Deck: Min,15/32-inch plypwood to meet project require mients-to-satisfaction.of Authority Having Jurisdiction.
Base Sheet:
Elastobase."(sanded tap surface for hot-asphalt or torch-applied,cap or poly-film surface fortarch-applied cap)
Fasteners: OMG'#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG'Flat Bottom Metal
Plates
Spacing: 6-inch o.c at the 4-inch wide side'laps and 6-inch o.c:at five(5)-equally spaced'stagger'ed center rows.
Underla ment:Eiastoflex G TU or ElastoflezS6 G a tied in full mopping of hot as halt or Poi".ex G torch-a" lied.
r, y ..Pp pp g asphalt lyfl ,., pp
5.6.4.28 •,Maximum Design Pressure=-126,P ;
i .Deck: Min.3S/32-inch plywood to meet project requirements to:satisfaction of Authority HavinOurisdiction.
Base Sheet: Elastobase(sanded top surface)
Fasteners: Trufast#12 DP or Triifast#14 HD with Trufast 3"Metal,Insulation Plates "
Spacing: 64nch o.c..at the 4-inch wideside laps a•od 6-inch o.c.at five(5)equally spacedistaggered center rows.
Underlayment.ElastoflexG TU or"Eiastoflex SIG,applied in full mopp'tng,of hot aspha It.
4. 5.6.4.29 All other direct-deck,.adhered Polyg{ass. underlayment systems beneath foam-o�;tile systems carry a Maximum
'DesignPressure of-45 psf.
l Exterior Research and Design,U.0 £valuation Report P12060.02,09'-1122
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j Ceitifrcate ofputhorization#9503 FBC'NON-HVHZ EVALUATION FL5259-R26
Polyglass USA,Inc, i Revision.22:03/13/.2017
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5:6.4.30. For mechanically:attached Base Street,the maximum design pressure for the selected assembly shall meet or exceed
that required under FRSA/TRI April 2012.(04-12),Appendix A,Table 1A:
,! Igo
Alternatively,the maximum design pressure for. the selected assembly�shall i4et or;exceed the Zone 1 :design
pressure determined in accordance with FBC 1609. In this case,Zones 2 and 3sha11 employ anattachmentrdensity
designed by a qualified design professional to, resist the elevated pressure;criteiia. Carrimanly used methods are
j ANSI/SPRI WD1,FM Loss'Prevention-Data-Sheet 1-29 and°Roofing Application Standard RAS 117, Assemblies marked
with an asterisk* carry tMollmitations set forth in Section 2,2:10:1 of FM Loss Prevention Data Sheet 1-29 (January
2016)for Zone 2/3 enhancements. k,
i 5:7 Exposure Limitations:. I
1 Elastobase, Elastobase'P, Polyglass G2 Base or Polyglass APP Base shall not be left,exposed for longer than 307days
j after installation• it f
Polystick'iR-xe or'Polystick MU-Xshall-not be left exposed-for longerthan 9 Ways after installation.
Polystick MTS,'MTS PLUS;TU P,TU Plus,TU Max, Dual Pro,Tile Pro or Elastoflex t' TU shall not be left exposed for
longer than 190 days after installation. z
Polyflex SAP or SAP FR, or Mule-Nide.SA-APP Cap Sheet or-SAA-APP Cap Sheeti;(FR) does not have an exposure
;
limitation, unless the prepared roof covering is to be adhesive-set tile, in�which'case the Maximum exposure is 30
days. s
Eiastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have bri exposure limitation, unless the;
prepared`roof covering is--to be adhesive-set the (Elastoflex S6 G or Polyflex G only), in;;which case the maximum
exposure is 180:days.
5.8 Paiystick MU-j(has been found through comparative testing to have a lesser coefficient of friction than ASTM D226
roofing.felt in a--dry condition,tested at standard laboratory conditions. Agreement between purchaser and:seller,as
set forth in Section 53,Note 1 of ASTM D1970-09,should'be established as'to slip resistance.
s. �IusrALLAMON: i 4
6.1 Polyglass Roof Underlayments.shall,be installed in accordance with Polyglass published,installation requirements
subject to the Uinitations set forth in'Section 5 herein and the specifies;note°d belowv,
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep-th substrate thoroughly to remove
any dust and debris prior to application;and prime the substrate(if applicable). ;
6 3 Elas#abase,Elaysto6ase P or Male Fide Nall Base % . I, k
6.3.1 Shall be'instalied in compliance with the caaified requirements for ASTIVi D226,T.ype'il underiayment in FBC Sections W
1507 for the type-of prepared roof covering to be installed.
6.3.2 Non-Tile.Abolications
Reference is ma the current edition the NRGA Steep-slope Roofing,
Reference AWA recommendations for
i "installing shingle underlayments and flashings j y
Elastobase, Elastobase,Por Mule=Hide Nail.Base may be covered with a layer of Polystick, Polyflex.SAP or SAP FR,.
Mule-Hide SA-APP Cap Sheet or SA-APP Cap 'Sheet (FR), Dual Pro or Tile Pro;, self adhered, Elastoflex G TU,
..Elastoflex S6 G orElastoflex S6 G FRin hot asphalt or Polyflex G or Polyflex G FR,torch applied.
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6.3.3 Tile Applications:
.Reference is made to FRSA/TRI April 2012(04-12)Installation Manual and Table 1 herein,using the instructions noted
' above as a guideline. 1'
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Exterior Research and Design,LLC. l.; Evaluation Report P12060.02.09=R22
Certificate ofAuthnrization#9503 FSC NON-HVHZ EVALUATION i FL5259-R26
Polyglass USA,Inc. 4 Revision 22:03113/2017
j Page S1 of 1-4
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6 4 µ Poi stick MTS,MTS PLUS,IR Xe,TU"P,TU Plus,Tu Max,Dual Pro,Tile Pro or MuiX or Polyfiex SAP,Poly#!ex SAP 1 R,`
' a_.� _ � Mule Hlde SA APP`Cap Sheet or'Mule Hlde SA APP Cap 5heet(�R}. ! I'S s. :,.y;..
6.4.1 Shall be installed in compliance with the codified requirements for ASTM b1970 uriderlayment in FBC Sections 1507
for the"type of prepared roof covering to be installed. I
Note' Polystick.MU-X has-been.found-through comparative testing to have a lesser coefficient of friction than ASTM
D226 roofing.'felt-in a'dry-coridiition, tested at standard laboratory conditions. Agreement between purchaser and
seller,as setforth,in Section 5.3;Note 1of ASTM D1970.09,should be established a's to slip resistance.
6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers:
All
st g I � p �YifPlus,
AnC'or SAPjFR and Mule-Hide SP-APP
Cap Sheet Cap Sheet(FR)should belacknaed ineage ed elseamaccordance
with Polyglass/Mule-
Hide Back
ule-
Hide:Back Nailing Guide; Nalls shall be corrosion resistant,11 gauge sing-shank type with a minimum 14nch diameter
metal disk or'Simplex-type metal cap nail;.at a minimum-rate of 12'! o.c.' Poiysfiick Tu Plus should be back�rialled
using the above noted fasteners and spacing, in area marked"nail area,area para clavar "'on the face of membrane.
The head lap membrane is to cover the area being back-nailed. j
All seal-lap seams (selvage laps) must be
j firmly rolled with a minimum 28 Ib. hand
roller to-ensure full contact and adhesion.
For Dual Pro and Tile Pro, align the edge of
the'top sheet to the end of the.glue pattern
(the sheet will overlap the fabric). w
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View.of OvelapSeam of.Dbal Pro,and Tile Pro
All over-fabric and over-granule end-laps-shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified
Wet/Dry cement or Polyglass P6500 Modified Cement applied in between the application of the lap.
Polystick Tu-Plus,Dual Pro and Tile Pro may.not beused in any exposed apIplication such a's crickets,exposed valleys,
or exposed roof to wall details
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Repair of Poiystick;mern6ranesis to be accomplished by applyingPolyplus 50 Premium Modified Wet/Dry Cement or
Polyglass PGS00 Modified Cement to the area in need of repair,followed by a minimum 6 x 6,inch patch of the
Polystick material of like kind, set and-hand roiled In place over the repair area.` Patch laps, if needed, shall be
installed in a water shedding manner.
All Polystick membranes shall,be installed to ensure full contact with approved,,substrates. Polyglass requires a
minimum of 40-Ib weighted-roller or,on steep slopes,use of a stiff broom with approximately 40-lbs of load applied
for the field membrane. Hand rollers are acceptable for rolling.of patches,laps(mi A:,28 lb roller)or small areas of the
roof that ace-not accessible to a large roller or broom.
6.4.3 Tile Applications lnot allowed Wotvstick!R Xe or Polvstick MUX?:
Reference is made to FRSA/TRI April 2012(04-12)installation Manual and Table 1 herein,using the instructions noted
above.as a guideline:
For mechanically fastened tile roofing over 2-ply system;consisting of Base Sheet and self-adhering top sheet(s),Base
Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. f
For adhesive-set tile applications,refer to Section 5.6.4 herein.
For nail-on tile systems over Polystick MTS,battens are required for loading/staging:of the,tile.
I
For nail-on tiie.systems over Polystick MTS PIAIS:
A Battens are required'for loading%staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of fiat tile at slopes in excess of5:12.
i I Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22
[enificote of AUthorizotfon#9s03 FDC NON-HVH2 EVALUATION F45259-1126
t Polyglass USA,inc. Revision 22:03/13/2017
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6:4,4 Two{2}Plyalnderiavmerit Svstems: �1u`
Polystick MTS or MTS PLU$followed.by Poiystick MTS;NITS PLUS,TO P,TU Plus,TU Max,Tile Pro,MU-X or Polyfiex
SAP is allowable for.iase under mechanically-attached.prepared roof systems. Li Ii"ts of use are those assiiciated with
,.
the top-layer material "This is nota requirement,but is allowable if a 2-plyj underlayment system is desired.
Polystick MTS,PLUSfollowed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use under
foam-on tile systems: Limits of use are those associated with the top-layer.mater A This is not a requirement,,but is
i allowable if a2-ply underlayrnent system is desired.
j
i 6 5 Elastoflex G TU,6lastofiex S6 G ar Efasto#lex SG G FRlj, 112, N
6,5.1 Elastoflex G TU,-Elastoflex S6 Gor Elastof!ex 56 G FR shall be installed in compliarice withhcurrent Pol}rgiass published
i installation requirements. For use in tele applications:
Elastoflex G TU is for use as an alternate to "Mineral.Surface Roll Roofing"(ASTM D6380,Class M) in the "Single
Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened the roofsysterns or-the Hot Asphalt
applied"Cap Sheet"in`the"Two Ply System?from FRSA/TRi-April 201Z�(04.12);beneath mechanically fastened or
adhered the roof systems. }
✓ Elastoflex S6 G is for use as art alternate to"Mineral.Surface Roll Roofing"(ASTi' D6380,Class M)'in the"Single Ply
System .frorri FRSA/TRI April 201-2 (04-12} beneath mechanically fastened tile,roof systems or the Hot Asphalt
applied"Cap.Sheet"in the"Two Ply System"from FRSA/TRl April 2012{(04-12)1}eneath mechanically fastened.or
adhere'dtile roof systems'. +I 4
✓ Elastoflex`56 Gj Fit is for use as-an alternate to"Mineral Surface Roll Roofing",( '•ASTM D6380,Class M)in the"Single
Ply System"from FRSA/TRI April.2012(04-12) beneath-mechanically fastened file roof"systems-or the Hot Asphalt
applied".Cap Sheef-in the"Two Ply System"'.from FRSA/TRI Aprif 2012(04-12)beneath mechanically fastened tile
roof"systems.
6.5.2 For hot-asphalt-application"s,.Eiastgflex GIU,Elastoflex 56 G or Elastoflex S6 G FR}.hall beifuily asphalt=applied to the
substrates,noted in'Section 5.6. Side. laps.shall be minimum 3-inch and end-laps minimum 6-inch wide, offset
minimum 3 feet from_course to course. Side and end laps shall be'fuily adhered in$complete mopping of hovasphalt
ti with asphalt extending approximately3/8=inch•beyond the lap edge,
z6 6 �Poiyflex G or PotyflexG FR: � ;�;_ -�,
6.6:1 Polyflex G or Potyflex G Fit,shall be installed in coiinpiiance with:current Poiyglass pbblished,installation requirements.
For use in file applications:
✓ Polyflex G-is for use as an alternate to the Heat Applied"Cap Sheet"in the'wo Ply System"from FRSA/TRi April
2012(04-12)beneath mechanically fastened or adhered the roof'systems(Base Sheet Limited per 5:6.3}.
Polyflex G FR is for use as.an alternate to the Heat Applied applied "Gap Sheet" in tFie"Two Ply System"from.
I,
FRSA/TRI April 2012(04-12)beneath mechanicallyfastened tile roof systeIms(Base Sheet Limited per 5.6.3).
6.6.2 Polyflex G or Polyflex G FR shall be-fully torch-appiled to the.substrates i noted in, e ion 5.6. Side laps shall be
minimum 3-inch and end-laps-minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and_end
5 g y p ' ; � I modified compound beyond the lap
laps shall be fully heat-welded and inspected to ensure:minimum 3/8-inch flow of mo
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Exterior Research and Design,LLE Ev Iuation.Report P12660.172.69-1122
GerfYarteofAuthoiVation#9503 FSC NON-HVHZEVALUAMON } � FL5259-R26
Polyglass USA,Inc. Revision 22:03113/20i7
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6_7 rile Stagiriat ` IJ
6.7;1 Tile shall be loaded and gaged in a manner that prevents file slippage
' g p ppage and/or damage toithe underlayment. Refer to
Polyglass published requirements fbrtile staging.
6.7.2 Battens and/or Counter-battens,as required by the tile manufacturer and FRSA/TRl April 2012(04-12)must be used
on all roof'slopes greater.than 7:12. Precautions should be taken as needed, such asp,the use of battens or nail-
boards,to prevent the sliding and/or damage to the underiayment during the loading process.
6:7.3' For nail-on the systems over.Polystick MTS,battens are required for loading/staging of the tile.
6.7.4 'For nail-on the systems over Polystick MTS PLUS:
A Battens are required for loading/staging of lugged tile regardless of slope.
➢ Battens are required for loading/staging of flat the at.slopes in excess of 5:12.
6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight
(48)hours:
7. SCALDING PERMIT REQUIREMENTS:
I As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product.
8.
MANUFACTURING PLANTS: � �
I i
Contact.the noted QA agency for information on product locations covered for f.A.C.Rule 61;G20-3 QA requirements.
4. QuALITy ASsuRANCE ENTITY: i
UL,LLC—QUA9625;(314)578-3.406;k.chancellor@us.ul.com
=END OF EVALUATION REPORT- i
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Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22
jCertificote Of Authorization#9503. FBC NON-HVHZ EVALUATION FL5259-R26
Polyglass USA,Inc. Revision 22:03/13/2017
i; Page 14 of 14
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