HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMFlorida Building Code Online
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,k FL # FL1654-R22
Application Type Revision
Code Version 2017
Application Status Approved
RECEIVED
JUN 0 8 2018
ST. Lucie County, Permitting
Comments
Archived
{
Product Manufacturer
POLYGLASS. USA
Address/Phone/Email
150 Lyon Drive
THESE PLANS AND ALL PROPOSED WORK
Fernley; NV,89408
ARE SUBJECT TO ANY CORRECTIONS
(570) 384-1230 Ext 247REQUIRED BY FIELD INSPECTORS THAT
jakins@polyglass.com
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
Authorized Signature
-lames Akins
jakins@polyglass.com.
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Maury Alpert-'
1111'W.,Newport,Center Drive
Deerfield Beach, FL 33442
(912)429-8610
MAlpert@polyglass, com
Ariel Lender
Sill W,Newport-Center Drive
Deerfield Beach, FL 33442
(954) 233-,1230,
ALender@polyglass.com
Roofing
Modified Bitumen Roof System
CONCEALED FASTENERS OR A 1 r ACHMIENTS
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OR RECORD
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
1.1 Evaluation Report- Haedcopy Received
Florida Engineer or Architect Name who developed
Robert Nieminen
the.'Evaluation Report
FILE
COPY
Quality Assurance Entity
L1L LLC66
QuaHty'Assurance Contract Expiration Date
10/06/2018
Validated By
John, W. Knezevich, ,PE:
Validation Checklist -
Hardcopy Received
Certificate of Independence
FLi6 4 02 cUI 2057, 01 COt Nie jj�
Referenced. Standard and Year (of Standard)
Standard
Year
ASTM D6162
200&
ASTM D6163
2008
ASTM D6164
2011
ST. LUCIE COUNTY BUILDING DIVISION
ASTM D6222
2011'
REVIEWED FOR COMPLIANCE
ASTM D6509
2009:
REVIEWED BY
FM4470
2012
DATE
FM 4474.
2011
PLANS AND PERMIT MUST BE KEPT ON JOB
UL 1897
2012
SITE OR NO INSPECTION(S) WILL BE MADE
http://`xN,ww.tloridabuilding.org/Prlpr—al)p_dtt.-aspx?pararriNvGEVXQw-tDgvgqu2w`/o2bn... 12/18/2017
Florida Building Code Online
, Page 2 of 2
Ei:iulvalence of'Product Standards
Certified by
Sections from the Code
,Product Apprdval Method
Method, I .0pjlQn'b
Date Submitted
Date Validated
09115/2017
Date Pending FBC.Approval
09/22/2QI7_
Date Approved
12 YU/2017
Summary of!Products ,
:FL,#
Modeil, Number, or Name
... . ......
Oescilription,
1654.1
Polygiass;SSS and'APP
S5S and APP modified biturri6ni roof systems
Modified Bitumen Roof
Systems
Limits, of Use
Approved4or,use in HVHZ: No
Installation Instructions
("61654JRV72L�IULJMIZ 09I rINAL ALj__RP_O_ujQLASS MODBIT-ELLU-4-
Approved for use outside HVHZ.'Yes
Impact.Reei . sta,nt* N/A
yerified By: Robert Nleminen 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�assernibly
EZ2 E_ZQ_1Z
U�16��4 R22—A
E22-J&I
over concrete,deck, Refe? to the ER,Appericlix for.
other systems and deck types. 2.) Refer to ER,
Created. byIndependent Third,Party: Yes
Section 5 for other Limits of Use.
The State ofFlorida ;, Privacy 5ta,9M9 :-.Acrossiblytysstate ihe sotement
Under, Florida law,emaif addresses are public re4ords, If y6b do notWant,your e-mail address released In response to a Public -records request do n6t's6d
elartroffic mail.to this entity. Instead,contact the offite by phone or by tr6ditl6nai'majI. it ybu have any questions, please 6ntad.856:487.1395: *Pursuant to
edion 455.275(l), Florida Statutes, effective October 1,201 2i,liceniees lioansed,under. Chapter 455,,F,S. must provideAhe Department with an email address if
they Kaye one. The emalls, provided may be used for official communication with thailivinse,e, However email addresses 'are'public record.- if you do, not wish to
:_I- - --- I ._, �: " — h1rh —n h.. �da a�allafile to tfi4 public. To detetminelf you are a licensee under
http://ww J16ridabuilding.org/ rh) app, dfl.,a�px9 draiii=wG.FVXQWtDqvqqu2w�/o2bn:.. 12/18/2011
J16ridabuilding.org/ r�� P
,The following; notes aopht to the systems outlined herein:
2 The roof system evaluation herein pertains to above -deck roof ccimponents.. Roof,decks.and structural members shall be iri:accordance-with. FBC,requirements to the sat➢sfactiort'of the Authority Having lurisd➢ction:
Load resistance of the roof deck shall be.documented through proper codified. and/or FBC Approval docurnentati0ii"
2: insulat➢on (base sheet fasteners shall be of sufficient'length.for, the following deck engagement;
y Wood: Minimum 0.7SAnch penetration.
r. Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck.
v Structurai:concrete; Minimum 1:-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions.
3: Unless otherwise noted, Insulation may be any one layer or combination of polyisocyanu rate, polystyrene;, wood fiberboard, periite, gypsum -based roof board or mineral -wool roof board that meets the.QA
requirements of F.A.C. Rule 61620-3 and is documented as meeting FBC -1505.1 and; for foam plastic, FBC Chapter 26, when instal➢ed with the roof cover.
Exterior Research and Design, LtB. djbja Trinity (EitD Evaluation Report P9290.02.08-R20for Ft1.6544UZ
Certificate of Authorization #9503 6T" EDITION (2017.) FBC NON-HVHZ EVACUATION Revision 20: 09/12/2017
Prepared by: Robert Nieninen, PE-59166 Polyeass Modified, Bitumen Ro6f Systems; (570) 3944230 AppendixA, Page 1 of 58
TRINITY, ERD
4. Minimum 200 psi, minimum 2-"inch thick lightweight insulating concrete may be substituted: for rigid insulation board for System Type 0 (mechanically -attached base sheet, bonded, roof cover), whereby the base
sheet.fasteners are installed through the.LWiC to engage the structural steer 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 Authority Having Jurisdiction. Load-resistanceof the roof deck: shall be documented through proper codified and/drrFBC
Approval documentation.
S:• Preliminary insulation attachmeriffor System Type D: Unless otherwise noted, refer tgsectiion 2.2.10.1.3of FM" Cass Prevention Data Sheet 1-29 (January 2016}.
6:. Unless otherwise noted,: insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application the ribbons/beads shalt expand as'noted in the manufacturer's published "instructions.
r Hot asphalt (HA):. Full coverage at 25-30:ibs/square..
Dow INSTA.STIK'Quik Set Insulation Adhesive (D-IS): Contihuous0.75 to Irinch wide ribbons', 12-inch o.c..
Y Millenniurri OneStep Foamabie Adhesive'(NI-OSFA): Continuous 0.25 to 0q5-inch wide ribbons, I2 inch o.c.:
w Millennium PG-1 Pump Grade Adhesive (M-170i): Continuous 0.25 to'0:5-4ch aside Hiabons;12-Inch o.c.
r OMG OlyBoiid 500 (06500),- Continuous 0:75 to 1=inch wide ribbons,12-inch o;c; (PaceGart or SpotShot), Note: OlyBond Green nick be used where OlyBond 500 is:refereneed.
Olygond Classic (CiB classic): Full' coverage at' l gal/square,
* ICP Adhesive & Sealants CR=20: Continuous 2.5 3.5-inch wide ribbons,12-inch o.c.
r Note: when multiple layers(s) of insulation and/at�coverboard are installed in ribbon -applied adhesive, board jabits shall be staggered.
Y Note:, The:maximum edge distance from.the'adhesive ribbon to the edge of the insulation board shalt be not less than one-half the specified ribbons spacing.
7. Unless otherwise rioted, all insulations are flat -stock or taper board ofthe minimum thickness noted. Tapered polyisocyanurate at,the following thickness limitations roar be substituted with the following Maximum
Design,Pressure (MOP) limitations., in: no case shall these values be used to 'increase'. the MDP listings in the,tabies; rather if MDP IiSting,below meets,i1eexceeds,thatlisted for a particular, system -in the tables, then.
'the thinner board listed below may be used as a drop-)n.for the equivalent thicker•materiailisted in the table:
ram, Milleriniurn One Step Foamabfe Adhesive (M-OSFA) MOP -157.5 psf (Min. 0.5-inch thlck)
Millennium PG-l;i ump Grade Adhesive (M=PGi) MDR 4575 psf .(Min. 0.5-(iich thick)
-➢ OMG Oly9and 500:(OB500) MDP 45:0 psf (Min 0 5-inch thick Multi -Max FA-3)
ONI[ Ofy'ond 500 (06500):= NSgP -187.5 psf ,(Min 0.54righ thick ISO 95+;3L)-"
r^.OMGOlyBond560"(08500)_ MDP 315.0psf (Mint 0.5-inch thickENRGY3) "
➢.OMG,OiyMnd500`(OBS00):; 'MDP :487:S,psf (Min. 0.5-inch thick ACFoam 11)
Y ICP Adhesives & Sealants CR-20: MDP 417;5:psf (Min. 1,0-inch thick)
8. Bonded'polyisocyanurate insulation boards'shall be maximum 4 x 4 ft.
9. For mechanically attached components or partially bonded insulation, the:maximum'design pressure.for the -selected assernbljr shall meet or exceed the"Zone" i design: pressure determined in accordance With. FBG'
Chapter°16, and Zones 2 and .3, shall employ an attachment density designed by a,quaiified design professional to resist the; elevated pressure criteria. Commonly` used methods are: ANSI/SFRI WDI, FM Coss
Prevention Data Sheet 1 29; Roofing Application Standard RAS 117 and Roofing,Apptication Standard -RAS. 137- Assemblies markedwith an asterisk* carry the limitations set forth in Section 2.2,20:i of FM Coss
`Prevention Data Sheet 1-29(January2016)for Zone '2/3enhancements.
i6.: for fully bonded assemblies, the: maximum design pressure for.the selected assembly shall .meet or exceed critical design pressure determined in Iaccordance with FBC Chapter 16,iand no"rational analysis is permitted:
11. for mechanically attached components over existing, decks, fasteners shall be. tested in the existing deck ,for withdrawal sesistance. A qualified design professional -shall review the: data for comparison to the
minimu€n requirements forthe system. Testing and analysisshatl 6e•inaccordancewith ANS!/SPRI FX-1 or Testing ApplicatianStandard TAS.105.
12 "For, existing -substrates in a bonded recover or re -roof installation, the existing roof surface ocexisting.roof"deck shall be examined for compatibility and bond,performance with the selected.adhesiVeand the existing
roof system (for recover), shall be capable of resisting project: design pressures on its own merit to the satisfaction ofthe Authority'Having Jurisdiction; as documented through field uplift testing in accordance;with
ANSI/SPRI IA-1; ASTM E907, FM Loss Prevention Data Sheet 1-52 or TestingAppiication Standard TAS'124.
13. For Recover Applications using System Type D, the insui3fbon is;optionai;.however,the existing "roof: system shall be suitable fora,recoverapplication.
14. lightweight insulating Concrete (LVIC) shall be cast in accordance with FBC.Section 1917-to the satisfaction of the Authority Having Jurisdiction'. For systems where specific MCIs referenced, refer to current CWC
Product Approval for specific deck construction and limitations. For systems cohere specific LWC is not referenced; the minimurn design mix shall be 300, psi. in all cases, the minimum top -coat thickness is,24riches.
For LWC over structural concrete, reference is made to FBC Section 1911.4.1, Point 1.
Exterior Regearcii and Design, LLC d/b/aTrinity#ERD Evaluation Report-P9290.02.08-R20 for FL1654-1122.
Certificate.of Authorization-49503 6" EDlTEQN:(2017) FBC NON-HVHZ EVALUATION Reksion 20: 09/12/2017
Prepared by:. Robert Nieminen; PE-59166 Polygiass Modified Bitumen hoof Systems; (570) 384-1230 Appendix 1, Page-2 of 58
15. Untes
S LFLrietwiSe !lVECE3,'i C.FNCE tV
P < h
EItC i U S
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y! �w� s Y � ? E..f `fSx�"ct'- �. 322 N'•' i•4
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"& :: ' . :. .4,....'.. .,' .:, m
.. . .
-Material.
A prilleatfi>n
'Reference
idler
6P-AA.
Base "Ply
One or more pliesyPolyglass G2 Rase,"FBC Approved AUKD4601, Type Il
Hot Asphalt at 20-4€ '
(ease and Ply sheets; Asphatt-
Ply
One or more plies Polyglass PI .lv, Polyglass plyA FSC Approved ASTKI"D2178, Type IV or V#
Ibs/square
App€iedj
Mote:
Asphalt. applied sheets or inWation•shoti nat be applied ,to"po ` fllm surfaced membranes.
Base Ply.
CSne ply Elastobase (sand/sand}, Elastofiex V,.Elastof 6x S6, Elastoflex 56 Type €i, Paiyglws HT Base 650 E
PG3 5€1 at 1.5-2 0
S6S-CA1_
EEastoftex V,G, Etastoflex VG.FR,:Elastasf€ex:S6,.E€astaf€ex S6 Type €1; Elastvflex S6 G, Elastoflex"SE G Fib; E€astoshieid TS-.G; Elastoshield
ga€Js,e_
Gap PIy
i'S-G`.FR-,Polyfine kO G'SBS (sand=backed), Potyfresko GSBS;FR'(sand-backed)
Base PIy
:Otte ply,dastobase (sand/sand)Elastafleit V, Elastofiez %, Etastoflex S6 Type Ii
2
at 1:5 0
Elastoflex Ve; Elastaf€ex VG FR, :Elastoilex;56,; E€astaf€ex 56 iype €€, Etastafiex. 56 G, Eiast€rfiex 55 G FR; E[astoshietd,TS G, Etastosh€elcl
SB5 cA2
ga€/ q€uaie5
Cap Ply
TS-G FR,`Ptilyfresko G56S (sand=backed), Po€yfresko,G,5B5 FR("sand backedJN .
"ex S6;,ESastof€e l
One or"more"pees E,tastobase°(sand/sand or, poly/sand};,Ei 'Oobase P•(sand/sand`drpo€y/sandl, E€astvffe1.x V„ Etastofl1.
Base Ply or Ply
56 Type 11, Polyglass HT Base 650
Hot Asphalt at 20 40
El stoflek V E€alto#tex VG, Etastioflex VG ! }2> ElastgfleiS6, Eh stoflex"S6,Type it, Elastbftex S6 ;G, Ei6 flex S6 G"FR, Elastoshteld i 5-G;
SBS-AA
Ibs/square
(S1 S; l Sphalt=Applied}
Cap Ply
Elastoshlsli TS=Cs,FR,Palyfresko GSBS (sand -backed), Polyfrska G SBS fR (sand -backed) -
= Note. "
Asphalt sheets arinsufaflan shall beapplled to poly film surfaced membranes.
-
One or more plies Elastobase-(sand/poly},,Elastobase (polyjpcify}, E€astaf(ex-tf, Eiastoflex 56,Elastoftex5f Type;ll, Poiyglass HT Base `
S85-TA ,
Base'Ply.or Pry
�
Torch=Rpplied.
' ElaAditex,V, Flastail x VG; dastpftex"VGTR Sastoflex Sti,`Elastoflex"56 Type Il;Efastoflex'S6 G, Elastofiex $6 G,FR;,Elastoshie€d TS=G.,^
fS&5 eorch-AppiiedJ,.
'Cap,ply
'Elastosiiield'TS-G.PR; Poly#teskoGSBS{pcsly=filar backed} Polyfresko G SBS Fit.( 6l -fliim backed}
`
cirse or � OR Base,, Elastoflex'SA u PIti, Etastoflex SA V. Pius FR
re plies Elastofiex SA V Base, basto#fex S'¢
Gap Ply
Elastoflex,SA P;11ast6f(ek SA P FR; Po€ reflect" = .
SSS-SA : ,
Stiff -Adhering
(SBS,;Seif Adheringl "'
'•Unless atherwise noted, permissible membranesubstrates far.SBS SR ore fiinited to'the S65 SA,Base pty options herein r
>
E'lastoba* P. )• .,
P6350 at1.5-2.0
fiPP-CA1-,
Cap Ply
e'ctlyflexG,FR.�
al/square
APP TA
Bass Plyor PIy
one or more p€lei Poiyg€ass APP Base, Polyflex, Polybond . -
-torch-Applied
(APP; TbrchwApplied)
Cap PI".
_ _
Po€yfiex, Polyflex"G, Polyfle*G FR, Potybond, Pcdybond G„P.olyfresko G, Polyfresko G FR""
Cap P€y:
,Polyfleic SA P, Po€yfiez,$A P FR,-PolyfreskarG SA, Potykool
APP-SA,
Ctitles3 otherikise Hated, permissible membrane substrates for APP Skare limited to the SHS-S4 Base Ply aptioifs:hereln,
Self=fidhefing
(AOP, Self Adhering)
Alote:
Elastuita4e:(PaIF+/sandl or Elastobose(polY%poly).
�16, Any. of the following F8C Approved coatings,may'be applied to the top, roof, mere bran without adve rse:,effect•omthe system wind load Performance. Refer,tp; current Roofing ,Fltaterials Directory for fire ratings
as oci'ated.w th Coating :usage-
PdiMon tibeied RoofGoating;:
r P630Q Fibered.Roof Coating;.-
;> P6600;Non-Fibered Aluminum Roof Coating;
PG65b Filler@d Aluminum,Roof CoatingN'
PG700 High Quality Etastomeric Roof Coating or KM`Acry125;..
r PG70Mt (Quick Sei)High Civality Elastomenc Roof Coating or KM Acry€ 25-QS (for gfanute•surfaced APP or5B5 ontyJ;
PGWO Asphalt Emulsion Roof Coating:
, Polyplus60Premium Non.FiberedAluminum RoofCoating;
Polyplus65 Premium Fibered Aluminum RoofCaating;
i Polyb€ite 70 Premium Grade:Elastomeric Roof Coating or KM Acryl•1S;
Patytitite,70%(0.0ick Set) Premium Grade Elistorneric Roof Coating or K'M Airyl 1S-% (for granule=surfaced. APP or SSS only)
i Polybrite go High Solids S€licone Roof-Coating'or Polybrite 95Sdicorie Roof Coating
Exterior'Researit and Design, LLC. d/b/a T0riity.}ERD Evaluation Report P9290 02'.0$-HZO for FL2 " ,22
Certificate of Authdrization #9503 6"' EDITION); b17} FR(NbN-.!4VH2 EVALUATiCSN Revision 20: 0311Zj2d17
Prepired by: Robert Nierninen, PE-S9166 PolWass ModiiVed Bitumen Roof Systems; (570)'894-2J30 Appendix 2,^Page 3,of 58
ITJERD
T. Dens Deck shall be field -primed with'PG100 prior to self -adhering membrane application. Refer to tabtes,herein for other priming..requirements.
18. Vapor barrier options for use tiverstructural concrete deck, followed by adhered insulation carry the following Maximum Design Pressure (MDPJ limitations. The lesser of the MDP listings beldw Vs. those in .Table 3A
applies:
V R a 'tt f)I+i 7Ai5 Sittiier
A?a. ..if . ,:_,._. .,
kt gtaCttEtc DEC TAete A`.•'' T s � - 0,
.'�, �..,, ,,.,,, �rtEttlttslFtFir!!J4[it3� ...,.�..,: ,. >.i�,. ..,y., ,. �.,x�.,•. -, -..�,:� _,;'l , �_,:'
Option#:
Primer
Vapor Barrier
insulationAdhesive
MDP.(psf)
Type
Attach
V.B-1.
PG100
Elastoflex,SA V Plus
Self -Adhering
rota -Stile or CR-20, 12-inch o.c.
-60.0
VB-2..
PG100
Pbiyglass APP Base
Torch -applied
inta-Stikor CR-20, 12-inch o.c,
-75.0,
V64,
PG100
Elastofle�SA P
Self -Adhering
insta-Stik,.124n& a<c.
75.0
VB-4:
PG10C
EfasfoflexSA P
Self -Adhering
Millennium One Step F.oamable Adhesive, 12-inch o.c.
-157.5
V13-5.
PG700
Elastoflex SA P
Self -Adhering
CR-20,12-inks o.c.
-270.0 ,
VB-6.
PG100
Etastofiex 5A V Base„ Elastofiek. SA V FR Base,
Elastoflex'SA V Plus, Elastoflex SA V Ptus FR
Self-Adhering
Millennium'One:Step Foamabie Adhesive, Millennium PG-1 Pump Grade
Adhesive, Oiyaond S00 or CR=20;12=inch oc:
-296.0'
19.. " MDP" .=,Maximum Design Pressure is the result of testing for wind foad:resistance based on allowable wind.foads: Refer to, FOC 1609 for determination df design.w nd loads.
ExterioultEsearch and Design, €LLC d/b/A trid4l ERD Evaluation Report:P9290.02.08. R20 for F11654-R22
Certificate of Authorization #9503 6Y" EDITION (2017)'FBC NON-HVHZ EVACUATION Revision 20: 09/12/2017
Prepared by Robert Nieminen, PE-59166 PoWlass Modified Situnien Roof Systems; f570) 384-123o Appendix 1, Page 4 of.58
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(Note IS},
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Type fasten
Attach
Base Ply
Gap
<,. .:� .a. =o .:.: - a.. .::,�
,v._�ze q.. ,.; _, <'m.: c sei C ^.;••. J nh.
.;£ ,. a.pY ryw-.err .r.m,. Y„L'.
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Min 19/32-
Etastobase,Elastotrase P
petcfast Nez{atca Dekfast PIS H=2-�/B}with Dekfast i�l_4
22-inch o c in 4=mch"!apand- 12-inch o.a.in two
SBS-SA
SBS SA; APP SA �SBSr
W4-136a
mctt:piytsbbd
_(p6ty fii[m top1.,
or Trufazt 3"Nleta! insutatxon Pate tivRh Trufast'`ti0
E3}, egaa!!y spaCed,;staggered center rows „
TA 4Pp=TA, "
tN�37'
Min:,19[32
--.
, Eiastobase„€IastobaseP `
Dekfazt Hex (aka Dekfast PET-ti-T,-7/Sj•with Dekfast#14
1
12=inch a c: in 4-inch tap and i2 ,ncfi o c en two`
P-.olyflex SA Base
APF TA: -'
S2:5`--'
,nth oaii -
(poly-fiiltl '-
or;Trufast3" MetaE tnsulation Plate w¢h Trufasf Fit): ,
(2j; equa!ly,spaced,tstaggered c®nYerroars -
=
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ianat
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3
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(Optlanalj56S SA, SBS=
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"
Poiyitex SA Base -
{Opt,onal)' TA.
-
P Ti
135.0 '
_
h plywood_
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Exterior Researdi 4nd besign, LEG. dJb%a. Tnnity(ERO
P9290:OZ.06-RZQ far FL165 4=
Evalu atwn' Report R22
`:Certificate of Authorization #950
.6,HLtj) TION,�2017j FS NON4iVHZEVALUATION
Tievtston 2tF:,09(IZ%2017
..
Prepaied.by. RoWt Nieminen,PE 54165.
Pblyglass Mothtied'Flttumeri:Raaf Systertss; (57t -1230
Appendix 1; Page-21 of 58
MEASUREMENTS
RECEIVED
-]
JUN 0 R mA
'mitting
92.8it i Cia
SQUARES
LINE MEASUREMENTS
Actual Squares:
28.07 Sqs. Eaves:
115 Ft.
Total Squares
Rakes:
129 Ft.
(Inc. Waste at 13 %):
31.75 Sqs. Ridges:
117 Ft.
Hips:
0 Ft.
Valleys:
85 Ft.
Step:
0 Ft.
Wall:
0 Ft.
Pitch Change:
0 Ft.
PITCH MEASUREMENTS
CATEGORY MEASUREMENTS
Pitch 2/12:
28.07 Sqs.
Ice & Water Shield:
0 Ft.