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Vi12021
r product Approval Method.
Date..Submitted
pate Valldated
Date Pendtng FBC Approval
Date. Approved
FL..9
7220..2.1
Florida Building Code pril'Ine
:viethod `T Optiorl:A
Side. hinged Vdood Shed. Door
(outswing - Douhie Door)
Limits Of Use
Approved for use in HVHZ: Yes.
Appro�ed.fnr Use outside liVHZ. yeg
Impact Resistant: N/A
Design Pressure: +421-42
Other: StrUctural. only
01)2112021
01/2!1za21
61J2612021.
i Description
Side -hinged Mood Shed Door {OuCSwing - UDU13LM �U, l r
Maximt3m. Size 13D,25" wide by 84" h h
Certification Agency Certificate
F 2 D2 R4 CAC Tuff45 CCL. r
Quality Assurance Contract Expiration Date
06/14/2028
. ii]SWIl3k19ri. Instrartians.
Rd II AP-F - EN-R3 E]oubi iD ar Rd{
Verified Sy: Window. and Door Manufacturer Association
Created by. irtdependent'Thlyd.Party-
Evaluation PeVorts
Created by Independent 7blyd .Party:.
Side -hinged Wood Shed poor
? 51de-hinged.Wood Shed Do- (Du tswing - D.t1ble poor) HVHZ `
Mamu xim Size 60.%56 wilt ny a4" high
222112.2
(Outswing ❑cubic Unor} FiVHZ
Certification Agency Certificate
Limits of Use
Approved for use in H17HZ:. Yes
2 R4 C CA Tuff4�SCCL._0df.
i quality Assurance Contract:Faepiration 03te
Approved for use. outside HVHZ: Yes
p5 fj �}j2n28
Impact Resistant: N/A
l}esign Pressure: +54/=54
Installation Instructions
FLzaza� R4 II AP-FL-pC�EsN 3 [Qauk]Ie D or - FiVHZ}nP f
Other: Structural only
i .Verified By. Window. and Door ManuFatturerAssociation
'Created by independent Third Party:
Evaluation Re¢arts
Created by Independent Third Party;
22242.3 i side -hinge Woad Shed Door
Side -hinged Wood Shed Door (Outswing : Single Door) s
Maxirhum Size S6"Wide by 83.75" high
[outsw ng Single Door]
certification. Agency Certificate
Lirnits of Use
Rti C CAC Tuff456CCLpdf E
Approved for a e in HVHZ:.Yes
Quality Assurance Coritract Expiration Date
I
Approved for vase outside H"Z: Yes
; .05]14/2028
.
ympact Resistant: N/A
Design pressure: +42/-42
In.Staflation Instructions.
2 4 iS AP-FL-p EN-02 Sin le QQ0 f
Other: Structural Only
and Door Manufacturer Association
Verified Sy: W"indo.w i
. Created by Independent Third. Party:
Evaluation Reports.
I
Created by.independent Third Party:
r22201&- side-n':nged VVtad snea Door
i (flutsµting Singfe Door] iiVHZ
i Skpe-tifngea woad..Sr»d ❑ddr (OUM%Mkng -Single. odor?. HVH�
..Maximum Size 56" viide by 83.75" high
CertificationAgencyt;erturlc—
Litnits of Use r jjjZ20 R4 CAC 7uFf4 SCC pdf
ApPra d for Lase in HV 4Z' .Yes . 'Quality Assurance Contact FxpiratFlsri Dale.
Approved:for use outside 14V Yes fl6J1�12Qi8
Impact itesistant:. NIA ;.Installation Instructions
pesig" pryssure: +541-54 f �:�72D2 =�� P7-F72 (SInale Cioar_- HViiZ]_odf
otiber: Structural only i Verified By.; Window and Door Manufacturer Association.
': Created by Independent Third Party:
evaluation Reports'
Created. by independent Third Party:
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SCIS Home: ; Log In llser Reglstration Hot Topics
Product. Approval
' u5ER: kiblic.user
S=v..
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Product AggroGAh Menu Product or.5q 1-srhearth 7 Application List ppplica I n I]etat
FL # FL26743-R2
Affirmation Application Type Affirmation
Code Version 2020
Application Status. Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance. Representative
Address/ Pho n elE m a i l..
Category
Subcategory:
ComplianceMethod
Morida Enghwer;or•Architect Narne -who developed the
Evaluation Report.
Florida License
.Quality. Assurance Entity
Quality Assurance Contract' Expiration date
Validated By.
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Cade
TAFCO Corporation
1953 N. 17th Ave.
Melrose Pa.'rk, IL 60160
{773.] .301-7778
m1keOEL tafco.COrn
Lucas -Turner
Luke@TUrnerEQ.cdm
Windows'
Horizontal Slider
Evaluation Report. from a Flprida Reg istered..Architect or a Licensed
Florida Professiona..l Engineer
Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-.S8201
{]FiJ17/2426
Scott Wolters, PE
Validation Checklist - Hardcopy Received
FL20743' R2 COI Eva3RepnrtFPA-$2004 pA
Standard
AAMA/WPMA/CSA 101/I.S.2/A440
I affirm that there are no changes in the new. Fiortda Buiidino
Code which affect my product(s) and my product(s) -are.ir
compliance. with the new. Florida Building Code..
Documentation from approved Evaluation.or Validation Entity Yes No NA
FL20743 RZ COC 7thE��pdf
Product Approval Method
bate. su brn'tted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL #k Model, Number or Name
2074a.1 series.82600 ~
Limits of Use
Approved for use in. HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other- Please. see installation drawing and evaluation report
for additional details and limits.of use.
Method 1 Option D.
01/27/2021
01/27/2021
02/04)2421
Description
PVC Horizontal Sliding Window
Installation Instructions
FL20743 R2 11 FPA-82000.pdf
Verified By.: Lucas A. Turner PE 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL20743 R2 AE EvalReportFPA-82000.pdf
Created by Independent Third Party: Yes
I
Contact Lis ;: 2601 61 bir SEane Road, TaI€ahassee FL 32354 Phone: 950=487=1824
The. state of Florida is an AAIEEa. am ployen.Cgp}yrl a ht 2007.2013 State of Fldrld�l, Pri�acyZState men t AiCi95si 6ilitv.5; to cement Refund Ste tement
Under Florida law, email addresses are public retards. 1Fyou :do.not want your a -mall address Feleased in response 0 a public -records requdst,.do not send electronic
mail to this entlty. instead, mntact the office by phone,ur by.tradibonai mail, I you have any questions; please cphtadt.950.487.1395. •Pursuant to se[tion 455.275{1},
FinridaStatutes, :effective Gctdber 1, 20i2, Iicemees I!censed under Chapter 455; F.S. musk provide.the Department wlW an. email address if they have one. The .ema!Is
provided maybe used for offdal communication with the licensee. However email addresses are public record, If you do rlot.wmh to supply a personal address, please
provide the I7epartmenYwith an emaik:address whkh.can be made available to the public. To determine if .you are a licensee under.Chapter 455, F.5" please [lick. here
Product Approval Accepts:
®. k;keck
Credit card
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Plorida Building Code Online
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FIL
Application Type
Code Version
Appllcation Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Atld re ss/ Pho rie] Ema i i
Qual.ity.Assurance Representative
Address/Phone/Email
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Ft9I90-R9
Revision
202a
Approved
LP Building Solutions
414 Union Street Bank -of America Plaza
Suite 2000.
Nashviller. TN 37219
.(352) 425 7457
cw, macomber@Ipcorp.com
CW Macomber
cw.rnacomber@1pccrp..com.
CW Macomber
5712 sW 40th:Place
ocalo, FL 34474
(352)425-7457
cw.rnacomber@lpcorp.com
CW 'Macomber
5712 SW 40th.Place:
Ocala, FL 34474
{352) 425-7457
cev:macornber@ipcorp.com
Panel Wells
Siding
Evaluation Report from 'a Florida Registered Architect or a Licensed Florida .
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Narrie who developed the Do. Kim, PX..
Evaluation . Report
Florida License PE 4949.7
Quality Assurance Entity APA - The Engineered Wood Association
Quality Assurance Contract Expiration Date. 12i31/2030
Validated By James L, Buckner; P.E. @ CBUCK Engineering
Validation Checklist - Fiardcopy Received
Certificate of Independence
Referenced Standard. and Year (of Standard)
Equivalence of Product Standards
Certified By
FL9190 R COI certificate P independence,o�If
Sections front the Code
1405
1604;3.1
liftps://www.fkohd0buiIding.orglprlpr_app dtl.aspx?param=wGEVXQWtDquJPW%2b4UtP1LiM%2NA.7w4rtSE%2bkuUji%24UgYQ%3d
?i2
At.lp
i
At the time of manufacture, siding meets or exceeds .tha
performance standards set forth in ICC-ES A1321 and has
achieved code recognition under ESP-1301, CCMC11826-L,
APA recognition under PR-N124, and HUD recognition under
HUD-MR-131St. For copies of Product Approvals go oriline
at https;/Jlpmrp.comlresourcesjp
P roduct-literature) .or call
L.. Customer Support at 8�0 648-6893:
• Minimum GInch (152 mm) clearance must be maintained.
between siding and finish grade (ground cover),
Siding appkied.adjacent to porches, patios, walks. etc. must have
a ciearance.of at least inch (25.m m). above any surfiace,
Minimum Tinch:(25:mm) clearance at -intersection with roof line.
Apply.siding in a manner that prevents moisture intrusion and
water buildup.
All wood substrate that Is exposed to the weather. must be
sealed in a manner that prevents moisture. intrusion a.nd water
build up.
Seal ALL exposed cuts of siding.and.trim. Field spray
applied coatings on cuts are not recommended.
Sealing can be accomplished by applying a coating.or
sealant arcording.to the man ufa.tturer's requirements.
Butt
joints that are covered with jolnt.moldfng,. sealant
orfactory pmfinished end, are considered sealed from the
weather.
• ..See Alternate Fastening Options far fastening Iap.siding to SlP
ICF and Steel Frame assemblies.
• DO NOT USE STAPLES.
SIDING MUST NOT BE IN DIRECT CONTACT WITH MASONRY,
CONCRETE, BRICK,.STONE, STUCCO OR MORTAR..
• 'Store off the ground.weli.supp.orted,.an a fiat surface, under a
roof or separate. .waterproof covering,
fteep_slding clean and dry. Inspect prior to application,
■ 38 Series Strand Substrate lap may be installed.gn..studs
spaced a maximum.of 16 inches (406 mm) o,c,
• See Alternate.Fastening0ptions fcrfastening.58 Series Strand
Substrate 6 inch (152 mm} and S. inch. (203 mm) lap on studs
spaced:a maximum of 24 Inc (610. mm) o.E.
• 76 Series Strand Substrate lap maybe installed on studs
spaced a maximum of 24 1nches (610 mm) o;c.
38 AND 76 SERIES STRAND. SUBSTRATE
SMOOTH FINISH OR CEDARTEXTURE
PRIMED LAP SIDING
For installations over rnasonry or concrete walls, the wall
shall be furred out and open at the top and battorn of the walI
to allow for convective ventilation between framing spaced
16 inches (406 mm) o:c. The.frarning shall.beof adequate
thickness to accept 1-112 inches (38 mm) of nail penetration. A
properly installed breathable water-resistant barrier is required
between the siding and masonry or concrete Walls.
�mY:"%�.. :u:�.: �= �.i..G ns�.'•x`."i i"J, -s3-.. :�-3'' :'r%7`. .: x __•.
�rJ t.a..r5:•
• Moisture control andmoisture:vapor.control are critical
elements of proper housing.d..esign..Check your local building
codes for appi'ication procedures for handi1ng.molsture and
Water vapor in your area..
• When using wet blown ceklu.lose insulation, the insulation
must not be.in direct contact with the siding and:it.rnust be
allowed to dry a minjmijm of 24 hours or longer if specified by
the insulation manufacturer.
- As with all wood products, do not. apply engineered wood
sidingto a. structure having excessive Moisture. condMons such
as drying conMte, plaster or wet blown cellulose insulation. If
such conditions exist, the buildirig should be well ventilated to
allow it to.dry prior to the application of the siding.
Siding Iriust.not be applied to.green.or crooked structural
framing members, Do not apply siding over.rain-soaked or
buckled sheathing materials..
• Gutters are recommended for control of roof water runoff.
Application instructions (cant.)
ra 8a®• � �•
All openings must he properly sealed orflashed:In a marni�?r
that prevents moisture intrusion orbuIIdup,. Several examples
that accompiish.this are shown an thefollow! ng pages.
• InstaII R1dc out €lashing to. direct the uvater Jnto the.gutter
Install step flashing with minimum 4 inch upper leg
t PraperIy integrate flashingwith the. secondary water=reslstiVe
harrier: Use.housewrap, flashiing tape, Z-flashing, or.other
items as needed to ma!ntain the counterfiashing principle.
• 0O N❑Textend the .sid1ng or trim into the Icicle -out flashing or
gutter
Maintain a clearance between the end of the gutter and. the
adjoiningwalIto allow for.proper maintenance of the.sidIng
Prime and paint.ALL exposed cut.edges
Min. 1"clearance
between trim and roofing
Clean rain
gutter
Do not run trim or siding
inside the kick out flash! ng
Prime and paintalli exposed surfaces including alI.drip
edges or where water Will hang.
• Apply finish coat as scan as: possible -or within 180 days.
of application,
a High-ouaIity.acrylic latex paint, specia.i[Vfo muiated.for use on
wood and engineered wood su In strates, :is highly reciorltMen ded;
Semi=glass or satin .flnish oil or aIkyd pal nts are. acceptable, For
fIat.alkyd paint, please cheek with the coati n.gman ufacturerfor
their recomrnend.ations for use on cam posite woad siding.
• Follow -the coating manufacturer's application and.
maintenance instructions.
DO NOT USE
• stain.
• Vinyl -based paint (Iiicev.inyl.acetate, a PVA),
HANDLE PREFINI5HED LP SMARTSIDE PRODUCTS WITH
EXTREME CARE DURING STORAGE AND APPLICATION. TOUCH
UP ANV DAMAGE TO THE FINISH THAT MAY OCCUR DURING
APPLICATION PER. PREFINISHERS SPECIFICATIONS.
• in braced wall assemblies, use minimum (0,113 inch s.hanic
diameter) hot -dipped galvanized nails for.38 and .76Series
panels and rniniMu.m (0.131 inch. shanic diameter) for190..5eries
panels. Do not Use electroplated fasteners. Refer to your local
building code to. verify the minimum allowable fastener size.
• Penetrate structural framing orwood structural panels and
structural framing.a minirhum of 1-112:.Inches.
• For 38 Series panels, double nailing procedure rneets wall
bracing requimmerits and 5116 inch shear wall design values.
1".ftom edge
All gnment head.
gap
Figure 1 Double row of nails
• Fvr.76 and 190 Series panels, single nail ing:meets wall brac-
ing requirements.. To meet the eguivalent.3/8'inch shear wail
design values, double nailing procedures must be used. It may
be.necessary to angle drive the second nail in order to penetrate
the framing. Seal nailsdriven below the surface..
3/8" from edge..
Alignment bead
118" gap
Nail
penetration
min.1-1/211
Figure-2 Single row of nails.
Application Instructions (cont.)
CONDITION
CORRECTION
Shearvalues for panels applied directly to studs shall be no
greater than noted in Table 1. of the ICC-ES Report ESR-1301 nr
Table 1 of APA PR-N124.
• Not warranted for application on ICI= assemblies.
38 and 76 Series.panels must be installed on 16 inch o,c. fram! ng
only. When installing.on 24 inch o,c, framing,190 Series panels
are. required.
• Backside of panel mustnot Come in contact with masonry or
concrete foundation.
Do not force siding into place... Maintain the illustrated 1/8 inch
gap behind the. jolntto.allow for expansian,whiie the panel
equilibrates with the local environment.
• DO NOT INSTALL OVER ALIGNMENT BEAD. Install panels in light
contact to the.edge. of alignment bead: (see. Figure 1. and Figure 2)
Climb cut the surface of the siding such that the rotation of.the blade
cuts downward on the primed or prefinis.hed surface..
• Where siding butts window trim, door casings and masonry, etc, leave
a 3/16 inch gap. and seal.
Insulated Sheathings
LP.SmartSlde Sidings may be Installed. oyer low -compression rigid
foam or exterior gypsum. The following precautions must be followed;.
a) Adequate bracing of the wall in accordance with the International
Codes or other ruling building Cade is required,
b) For rigid foam sheathing up to 1 inch (25 mm) thick,.siding.
may be nailed directly to the foam sheathing unless a drainage
plane is required by the focal building code. Nail length must.
he increased to ensure a minimum 1-1/2 inch. (39 rim) fastener
penetration into the structural framing.
C) For rigid foam sheathing greater thar I inch (25 mm), a minrnum
171/2 inch (38 mm) thick by 3=1/2 inch (89:mm) wide vertical
strapping or furring strip must be installed dyer the sheathing to
provide a solid, level nailing base for the siding. The strapping must
be.secure IVfastened to structural framing.spaced no greater. than
16 inches o:c. (406 mm) with a minimum nail penetration of 1-112
inches (38 mm) and a maximum nail spacing no:greaterthan the
width of the siding.
Loulsiana-Pacific Corporation will assume no responsibility for any
damage or condition arising'from theuse of rigid foam or..exterlor
gypsum..
Figure 3
Do not let. panel '
contact masonry
(see Figure 7A and .7B)
12" max.
field
nailing
6".max.
perimeter
nailing
6" min. ground
clearance
Snug__ ........ .-..__..._ _
Flush ........
Visible fiber_
Countersunk 7/95°-i/s"_
Countersunk more -_
than i/s"
4" min.. vertical
#lashing
1" min.
clearance from
ronfi ng
OK
Paint
Apply sealant
Apply sealant and .
re -nail
Figure 4
LPS�nAR3T5[r�'ANX
$ pb�Ew
HORIZONTAL WALL JOINTS
BUTT R FLASH
Siding
3/8" min.
LlBlocking
gap
RI
A
Sloped
flashing with
4" vertical leg
Fi.gure:5A
1" min.
overlap
LAP
Prime and paint
bottom drip
edges
Blocking.
panel
Figure.58
LAPPED HORIZONTAL -WALL JOINT
Siding:
Framing (band joist,
s truss chard,.etc.)
1" min. �e Wall Framing
overlap
Figure 5(
ppuc►4 om INSTRUCTIONS(CONTO)
sheathing to provide a solid level nailing base for the siding.
The. strapping must be. securely fastened to structural framing
spaced no greaterthan 16 inches (406.mm) ❑.c. with a mini=
mum nail.pe.netra.tion of 1-1J2 inches (39 mm) and a maxir w-n
.nail spa cin.g.no greater than the width of the siding.
Louisiana-Pacific Willa ssu rhe nu respan sihiIityforany damage or
tonditionarising from the use of rigid foarn insulation shed#ping
0 exterior gypsum.
Min.1"
overlap
Sheathing; Breathable
if required Water-resistant
barrier
Extend siding Siding roust not
"`'' contact masonry
below plate _ _ -
Min: 6"
finish grade
clearance. 4
Figure 2
Nail min, 3/4" from top
and. 318" from edge r I
Butt joints must occur over studs.
r A minimum 3116 inch (5 mm) gap Is. required. at ALL butt joints.
If joint caulking option is selected, seal all gaps at butt joints
'. with a high -quality exterior sealant rneeting:the ASTM C920,
minimum Class 25 sealant.
• If joint moulding option is selected, add the thickness of the
webto the.gap allowing a net3116 inch (5 mm) space for expansion.
+ if siding is prefinished, gap does .not require sealant or jolnt
moulding when tacked with minimum 4 inch (102 trim)wide
flashing and the. ends.of the siding are factory finished.
1 [[PAMR:D GCI[SNEY CLIA° E
�a3a {tat.
3116" gap
bottom
of siding
LP Strand Substrate.Lap Siding may also be installed in compliancevvith
Category $1 a= Exterior Wall siding and sheathing for Wildland Uhban
InferNce.(WUI) app) icati60s atop LP FIameBIack sheathing. Refer to
FlameBlocic installation instructions and product data sheets. All LP lap
sidings may he installed as exterior siding in Wildland Urban interface
(WUI) applications installed over one [aver 514" (16.nrn) Type X.gypsum
sheathing applied behind the exterior covering or cladding on the exterior
side Of the framing. They may also be. installed overthe exterior partipn
of'a 1-hour fire -resistive exterior wall. assembly designed for exteriorire
exposure including assamblles using the gypsum panel and sheathing
products listed in the Gypsum Association Fire Resistance Resign Manual.
The LcuislanaPacific Corporation {"LP"}.LPISmartSide Siding (the.
"Products" ) limited warranty (the "warranty") appiles only to structures'on
which the Products have been applied, finished and maintained in accordance
with the published application, flnlshing.and maintenance instructions
in effect at the time. of application. The failure to follow such application,
finishing or maintenance instructions wlll void -the Warranty as to the partion
of. the Products affected by the variance (the "Affected Products;').
LP assumes no liability for any loss or damage sustained by the Affected
Products and. is expressly released bythe. purchaser or owner from any:such
loss or liability.
Any modification of the Warranty's appii€cation, finishing or maintenance
recluirements is void uniess approved in writing by LP prior to application.
For a.Copy of the warranty or for installation and technical.
support, visit the LP SmartSide product support.Web site at:
www.lpsmartsidexom
or for additional support.call 8110-548=6893.
WARRANTY REMEDIES ARE NOT AVAILA13LE.IF
REQUIREMENTS ARE NOT FULL©WE[]..
® WARNING. Drillingf.savving, sanding or machining wood.
products can expose Vo.0 to wood dust, a substance known to the
State of California to: cause cancer. Avoid inhaling wood dust or
use:a dust mask or other safeguards for personal protection. For
mare information go to www.p6SMrningma.govjwoad.
mS 1%� W- Od
TRIM & SIDING
if [:7— E.pof51 and -Pacific Co: pora lion. M [igh[s reseved: LP and-5 Ma: tSido are leg stared trademarks
of to uisiana-Pa cl f3c Corporation. Pri nted. sn U.S-A.
NOTE: j�a Lies i3n a- Pat l tic Co rp o-ati on period i calfy upd a to s a Lid ravis e5 is prod urt inform atl on.
To � arify that this.vors i an i!, [Linen:, calf r17G-F48.6833-
q
■
n" f:�F•
Hgure.1:Q
i
r
bottom cure dated
Figure IOE
- ........... ........ .... ..-
alternate. inside corner details
Gap 3/16" and seal
Gap 3/16" and seal -- -- _ - -1�7
hipImp Edea Rgrial
panel joint
Figure 161)
daulk
3:fl�.y`s� � e
a.dj�{!qr
6 in, minimum
ground clearance
Agure:IOC
LFZBGW 04109'2026.
At the time of manufacture, siding: meets or exceeds the
performance standards set forth in ICC-ES A.C321 and has
achieved code recognition under ESR-1301, CCMC 11826-L,
APA recognition udder PR-N124, and HUD recognition under
HOD -MR# 1318c.. For copies. of Product Approvals go online
at.httpS., JIPcorp.comI.resources/produrt`I'iterature/.orcalI
LP Customer Support at $O0-64.8-6893..
Strand Substrate.panel siding with 5ilverTech or.5mahFinish
is specificaliyforsheds and other Outdoor structures where .the
interlorwali cavities will remain permanently exposed,
Minimum 6 inch clearance must be maintained between siding
and fin.'rsh grade {ground cover},
• Siding applied adjacent toporches, patios, walks, etc: Must
have. a.cleara nce of at least 1 inch above any surface.
Minimum.1 inch clearance at intersectio n. with roof line
Apply siding in a. manner that prevents,molsture intrusion and
water buildup,
All wood substrate that is exposed.to the weather must be
sealed in a manner that prevents moisture intrusion and water
build up,
Seal ALL exposed cuts of siding and trial. Field spray
.applied coatings. on cuts are not recommended,
- .Sealing can be accomplished by applying a coating or
sealant. according to the manufacturer's requirements.
All exposed wood substrate roust be sealed1n a manner that
prevents moisture intrusion and water bull dup.
LP does not recommend LP SmartSide Panel for use in ICF
assemblies. If used, LP will not warrantfor Buckling and
Shrinkage. However, balance of warranty does remain Intact.
Use nails to fasten LP SmartSide panel siding tip structural
framing. The use of.alternate fasteners such.as staples is
permissible.only.when allowed by I -Codes and where the size,
embedment; placement, and number.of alternate fasteners is
designed. by a licensed design professional anal approved by
local building official. The use of. alternate fasteners, however;
is not recommended and L.P will not warrant any damage or
performance:fail wes to :the extent caused by using any
alternate fasteners.
51I?IN6 MUST NOT BE.IN DIRECT CONTACT WITH MASONRY
CONCRETE, BRICK,.STONE,.STUCCO OR MORTAR.
a a
• Store off the ground well supported, on a flat surface, under a.
roof or separate waterproof cover!hg
• Keep siding clean and dry. Inspect prior to application.
STRAND SUBSTRATE 38, 76.AN0.190 SERIES
PRIMED PANEL SIDING
INCLUDING SILVERTECH Er SMARTFINISH
Strand Substrate 38 and..76 Series panel siding must be
installed with the long dimension vertially on. stud s.spac.ed
max,16 inch o.c. When .installingon 24 inch ox. framing,
190 Series panel siding is required:.
• Moisture. control and watervapor.controi are critical elements
of proper housing design. Cheek your local building codes#or
application procedures. for handling moisture and:watervapor
in your area..
• When using wet blown cellulose insulation, the insulation
must not be in d1rect.contact with the.siding and it must. be
allowed to dry a.m1nimum of 24 hours or longer"if specified by
the 'insulation manufacturer.
• As with all wood products,.do not apply engineered wood
siding.to a structure having excessive moisture conditions such
as dryingconcrete, plaster or Wet blown cellulose insulation.. If
such conditions exist, the bulid !rig should be well ventilated to
allow it to dry prior to the.applicatior of the siding,
• :Siding must not be applied.to green or crooked structural
frarning.members. Do not apply siding over rain -soaked or
buckled sheathing materials,
• Gutters are recommended for control of roof water runoff,
• LP strongly recommends the use of a secondary water -resistive
barrier behind. all LP 5m2rtSide siding. A properly installed
WR8 provides a.second line of defense to incidental moisture
behind the siding:.
r The LP SmartSide:Iimited warranty does not expressly or
implicitly cover water penetration. LP does not assume
responsibility for anywater .penetration.
• Use an exterior quality non -hardening,. paintatle sealant..Use
Class 25 or higher.exteridrsealant meeting the ASTM C920
Standard farSpeclflcation for El astorneric joint Sealants:
Follow the sealant manufacturer's instructions for application.
APPLICATION INSTRUCTIONS (CONT.)
• Install ldck-out flashing to direct the water into the gutter:
• Install step flashing with.minlmurn 4 inch (102.mm) upper leg.
* Properly integrate flashing with the secondary water-resistant
barrier.. Use housewrap, flashing tape, Z-flashing, or.other.
items as needed to maintain the counterflashing.principle..
• 00 NOT extend the sid 1 ng. o r tri m into the kids-ou# flashing or gutter.
• Maintain a clearance between the end of the gutter and the
adjaini!ng WalI to allow for proper maintenance. of the siding.
• Seal ALL exposed..cut edges.
11
LP Siding
Min..T' clearan.ce
between siding and roofing.
• Far best results use a high -quality 1000la acrylic latex..exterior
paint, sped aIl.y formulated for use on wood and engineered.
wood substrates is highly recommended; oil.paint is acceptable.
iio NDT UsE:
•. Stain.
• Vinyl -based paint (Vinyl acetate or.PV.A),
SMOOTH FINISH Lap Siding:
• For.best.resuits use satin finish.
CEDAR TEXTURE Lap Siding:
For hest results use satin.ai semigloss finish;
PREFiNISHED Lap Siding,
• HaWe pref 1nished LP Smart5ide Ia.p siding with extreme care
during storage:and application.
Touch up any damage to finish that mar] occur.during
a.ppiication perthe .Pref1nisherssper-if ication s.
• :LP SrnartSW6 38 Series. lap. siding maybe attached directlyto
framing members spaced a maxlrhum of 16 inches (406 mrn) o.c.
• LP.SmanSlde.76 Series lap siding maybe attached directly to
'framing members spaced a maximum. of 24 inches (610 mm) o,c,
• Check your local building codes before starting to instail.siding
to confirm if wood structural panel wall sheathing Is required.
• Butt joints should be staggered oversuccessive courses.
• Siding shall be installed with top (blind) nailing, With the nails.
Clean rain placed 3$ inch (10 mm) from either end and a minimum of
gutter 3/4 inch (19 inm) from the top edge of the board. Fasteners will
be exposed on siding located immediately below windowsills,
Y' fascia.boards, and horizontal trim.:Fasteners below window sill
shall be spaced a maximum of 8 inch (203 mm) o.c.
Do riot run siding of trim inside overlap successive courses. pf.siding:a minimum of1.inch.(25 mm)..
of.the luck out flashing : Use a minimum (011.3 inch shank diarneter), riot -dip galvanized
nail.
Trim should be.thick enough so the lap siding does not.extend
beyond the: face of th:e:trim;
• Trim and fascia must be applied in a. manner that :wiII not aIlow. Self -all
moisture intrusion orwaiter buildup. rabbet
•.LPI Smart5ide® siding is not designed and/or manufactured
to be used as trim..
•..LP SrnartSide trirn and fascia are available in a variety of 1" overlap
dimensions,
l • Seal all exposed surFacesOncluding all.drip edges or where
water will hang.
APply :finish.coatas soon as possible or within 180 days of
application.
Follow the coating manufacture.r's applkation. and maintence
instructions.
5 artLock Lap
Blind Fastening
314" nail
spading
Instal
SinartLoric Lap
consistent:with
s eclficaticns.in
t is document
,APPLICATION INSTRUCTIONS (CONT.)
CONDITION CORRECTION
0Ei
Flush ❑K. _.._._
M.. I
Visible. fiber Paint
I
Countersunk 111s 118'— Apply sealant
Countersunk more Apply:sealant and
'than 118" re -nail
All exposed face nails must be. caulked.and sealed 1n a manner
that prevents moisture. intrusion and.water buildup.
Penetrate structural framing a wood structural panels and
I. structural fram Ing a minimum of 1�112 inches (38 mm).
Na11.frum the center of the siding toward theends, or from. one
i. end to the other end. NEVER nail from the ends.of.the sioing
toward the middle.
• Shim siding at stud.s.as. needed, to avoid drawing:siding against
uneven wails. Do not overdrive nails. Nail head should seat
firmly to face of siding but not be overdriven to dlstort.the
.
.siding surface.
For information on fastening LP.Smart.5ide products in high wind
speed. areas; refer to ICC=i S.ReportESR-1301 orAPA PR-N124..
,Alternative Fastening Option for Strand Lap .Sid! ng over Wood
Structural panels and 24 inch.(610 mm) mc. Stud.Spacing
_• Limited to 6.inch (152. mm) and S. inch (203 mm) wide lap siding:
Wood: structura I panels mustbe a minimum 7116 Category with an
APATrademark that contains the consensus Standard DOC PS 2.
38. Series Strand.5ubstate.Iap must be fastened with;
Minimum #8 hat dip galvanized tapered head wand screw,
spaced a maximum of 12 inches (3©5 mm) o.c, with 1.-112 inch
(38 min) screw penetration into stud or:,.
- .Minimum.(0:09z in, shank diameter) hot -dip galvanized ring
shank. nail, spaced a.maxi mum of.8 inches (203 mm)::o.c. with
:1-112 inch (38 m.m). nail penetration. into stud.
-:Alternative Fastening Options aver 51P Assemblies
Wood structural paneis must be:a minimum 7116 Category with an
APA Trademark that contains theconsensus standard.. DOC P5..2.
38 Series Strand Substrate lap must be fastened with:.
- Minimum #8 hot dip galvanized tapered head wood screw,
spaced a maximum of 12 iriches (305 mm) o.c..ar...
Minimum (1092 inch.shank diameter) hot -dip galvanized.ring
shank:nail, spaced a rnaximum of 8 inches (203 mm).v.c.
• 76 Series Strand Substrate lap must be fastened with:.
- .Minimum #8 hot dip. galvanized tapered head .wood. screw,
spared a.rhaximum of 16 lnches (406 rnm) o:c, or,
Minimum (0,092 inch shank diameter) hot-dip.galvanized ring
Shank nail, spaced a maximum of 12 inches (305 mm) o.c.
Alternative Fastening Option over ICF Assemblies
- Minimum #8 hot -dipped galvanized, tapered head,
self -drilling screw.
- Minimum penetration.of318.inch (10 mm) beyond the
thickness of the nailing f€ange.
- Larger screws may be required by the lCF Manufacturer
based on the fallowing. mirdrnum withdrawal requirements.
Minimum withdrawal value of the I C F nailing.fIange must he.
50 Ibs, with a maximum 12 inches (305 mM) o.c. screw spat''€.ng:
• Minimum withdrawal value of the.I.CF nalling flange.must be
.31 Ibs, with. a maximum 6 inches (152 mm).o.c. screw spacing.
Alternative Fastening Options over: Corrasion Resistant
Steel Stud Framing
- Minimum withdrawal value of the steel framing must be 50 Ibs.
Refer tothe framing manufacturer's evaluation report.
38 Series Strand Substrate lap must be fastened with:
Stud spacing a maxim urn spacing of 16 inches (406 rnm) o.c.
- Minimum #8 hot-dIp.galvanized, tapered mead,. self=
drilling screw.
- Minimum of 5 threads beyond. the combined th}ickness.of
the siding and steel. stud .fram!ng.
- Minimum steel' Framingthickness of .0.032 inch (8 m..m).ar
20 gauge.
• 76 Series Strand Substrate lap: must be fastened with;
- Stud spacing a maximum spacing of.24 inches (610 mm) o:c.
- Miinimum #8 hot -dip galvanised, tapered head, self -
drilling screw.
- MiniMuM of 5 threads heyond1he combined thickness of
the siding and steel stud.frarriifig.
Minimum steel framing thickness of 0.032. inch (8. mm) or
20 gauge.
CAUTION
D6.. not force.siding into place.
• DO NOT USE STAPLES.
• .Climb Cut the surface of the siding such that the rotation of the
blade cuts downward on the primed Wprefinished surface.
Where:sAing butts window trim, dad r.casings and ma sonrv,
etc, Ieave.a:311.6 inch (5 him)..gap and seal,
Insulated Sheathings
LP Smart5ide lap sidings may he instalted overlow-compression;
rigid foam insulation sheathing or exterior gypsum; The following
precautions must be followed-.
• Ad equate bracing of the wall In accordance with the.
International Bul.lding Codes a other ruling building codes is
required.
• For.rigid foam insulation sheathing up tot inch.(25.mrn) thick;
siding may be nailed directlyto. the foam sheathing unless
a drainage plane is required by the local building code. Nail.
length must be increased to ensure a minimum 1-112.inch
(38 mm) fastener penetration into the structural framing:
• For rigid foam insulation sheathing:greaterthan 1 inch.(25 mm),
a minimum 1-112.iriches (38 mm) thIrk by 3-1/2 inches (89 m M)
wide verticai.strap a furring strip must be installed .over the
• .3a and 76 Series Strand Sub strate.Lap must be fastened with:
Sloped flashing with
4" vertical leg
BALD: BOARD over
PANEL FI.I_LER a"x.Sand hoard
Filler Board
Panel. siccing
Figure 6
3�c .�L£r,4:"=P3:�ATE:
eiM
1111
PySl
..�
.
w • �,�
Extend
siding
below
sill plate
Min.1/8" or '
flashing between
Siding and masonry
Figure 7A
Flashing
masonry
foundation
Figure 7113
[`AP ]FisASFIEO.FIRS �VVINC3OW5ry�
:s"'?�<;•�:=T,.::'c7y.��iFYczs� I'�'..�„'°'�"n.,:N�;-e7ri.:��::5;..
Inteyl
,o
Install
windowldoor per
manufacturer's
instructions.
. 318" gap
Sloped flashing
4" vertical leg
11-Trim
1-1� Nail fin
{do not damage}
Rome 9
PLRR' lI i4NF1
x r.�FN''��_3nGiF3:�;�sr`:•�:,7�,`c.�£r=tr Rsa:�w'.`�.�':.- �ti, F-r.'�}��•.
SPACE IOINT 1/g"
Refer to nailing instruct!
5cantface width
.l1V gap
11a".>;ao
LP panel sidings are accepted by the State of California as category.
8140.- Exterior wall:sidingand sheathing for WI Urban Interface
(WUI) applications. FarUUUI compliance, install LP panel sidings in
accordance with Louisiana -Pacifies printed application: instructions
With the addition of fire retaidant seal (UL Listed fire caulk, nominal
114 inch bead) In the vertical joint and nailing pattern of 3 inch a.c,
perimeter nailing 18 inch o.c. field nailing. Look for the California
State Fire Marshal Office label :on our siding.
The Louisiana -Pacifier Corporation ("LP" ) LP Sinart5ioeSid! ng.(the
"Products") limited warranty (the."Warranty") applies only to
structules on which the Products have been -applied, finished:and
maintained in accordance with the published application, finishing
and maintenance instructions in effect atthe. time of application.
The failure to follow. such application, finishing or maintenance
instructions will Vold the Warranty as to the portion of the Products
affected by the va:riance.(the "Affected Products").
LP assumes no Iiability for any loss or damage sustained by the
Affected Products and is ex press IV released by the purchaser of owner
fram. .any such loss or liability..
Any modification.of theWarranty's application, finishing or
maintenance requirements is void. and unenforceable unless approved
in writing prior to application by the Siding General Manager or his
designee and a member of the LP Legal 5epartment.
For a copy of the warrantyorforInstall at€ate and technical support. visit the
LP SmartElde product support Web site at:
wvvw.Ipsmarts! de,com
or for addWonal.support call 800-648-5893.
WARRANTY REMELIlEIS ARE NOT AVAiLAOLE IF
REQUIREMENTS ARE NOT FOLLOWED.
Cal. Prop 65 Warning; Use of this product may result in
exposure to wood dust; known to the. State of California
to cause cancer.
-1
...martbide
Figure 8
TRIM & SIDING.
7.or ]!.aui si a rra• va ON to rpaw6a n: AP rights reserved,?„ ,, SmartS ide, 5?]verTecPo and SmarlFlni sh
a re mgi s Ye re d tsad ernwkI; pf Lw j e5 i a In a,Pacifi u Cn rpara ttan..Rd nted in U.S.F.
NME. LvIna-Pac;fl c Corp aration p a ri od i catiy ap datu a nd revise s its prod uct i nformation.
7i +va ery t tBt this ve r5ior, is cu ne nt. tall 801)-64a-6H 93,
APPLICATION INSTRUCTIONS (CONTJ
Ensure
complete
paint:gverage.
9f the
1i
drip edge
Flash, shim,
_... >s gap 318"
Figure 3R
Vapor Retarder
if required
t}y ride
f14 IP
Water -
Resistant
Barrier
Altewnate Butt Joint Treatments
Joint Maulding Caulked Butt Joint
Gap W16", plus thid(nes,s 3/f6 in.
of joint moulding web Gap.3/1611. J l
and seal. Il
I r77TR7777
Figure 3B
Figure 3C
x1j.1-11 Figure 3E Figure.3D
Figure.3
gap 31T6" and seal gap 3/16" and seal
Outside Corner
Lpzaosis 0412012020
. ��:.-:�-=ate,"'- .'i:.. n.-.;x. .t::; :•:s,. �:�r -
w� s"
([� A F- � - � c • •� s" x�i:!3.5'•'. "•aaf,•i+�`-'. v_v� j�`«;.r.
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. tr-:���'r4ct,. -' '•$= r'r�;f<ti?sa":iS�._���i•�i.�::t::x�r z�.: -=;....:i, �. re-^:a.'sxtvs�: _._.._'�:z
9CIS.Rome 'Log In User 114trafidn 140C(16pirs
Subm,: Sur6aryc, Sn, M Facts Ptiblications Cbn ad W SCIS Site Map Links: ' Search
Fb,'da
i
Apr
+��s, a Product Approvai
�} V � U5ER:.puhl;c User
Product Approval Menu. Product'Dr_Agolication Search.
�. Appiiration US[ + Agplica Lion Detail
ly �
'��
• �� _
FL #
Fi_ifl674-RI6
'°ra
.Application Type
Revision
Code version
2024.
Application Status
Approved
Comments
Archived
Product Manufacturer Owens Corning
Address/Phone/Email One .C]wens Corning Parkway
Toledo, OH 43.659
(740) 404;7829
greg.keeltr@oWenscorning.com
Au.thorized.Signature: Greg Keeler
gred. keeIer@owe nscom1ng.cam
Technical Representative Mel 5ancrant
Addtess/Phone/Erriail 1 b yens Corning. PKWY
Toledo, OH.436i59
.(419).376=8360
me1.sanerant@ow.enscornig, Com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report. from a Florida Registered Architect or a Licensed Plorjda
Professional Engineer
Evaluation KepOm-:Hard.Copy Received
Florida Engineer or Architect Name whd developed the Robert 3.M: Nieniinen
Evaluation Report
Florida License PE-59166
Quality Assurance Ehtity PRI Construction Materials Technologies, LLC
Quality Assurance Contract Expiration Date 01/01/2099
Validated By John W: Kne-aev€ch, PE
Validation Checklist - Hardcopy Received.
Certificate of Independence
Referenced Standard. and Year (of Standard)
Equiva€ence.of Product Standards
Certified By
FL 74 R16 COI 2 Ol COI iV1EMIIVEN.pdF
Standard
ASTM D1970
ASTM P3161
ASTM D34.62
ASTM o71S8
Year'
2015
2016
20.10
2019
Sections from the Code
Product Approval Method
Date $ubmitted
Date Validated
Date Pending FBC.Approval
Date Apprayed
Products
Method 1 pptpri D
12/11/202-0.
12/17/2020
12/26j2020
021091N21.
pL..# Model, Number or.Narsme Description
10674.1 Owens Corning.Asphalt Roofing ;Y3-tab, 4-tab, laminated, starter and hip.& ridge. shingles i
Shingles and Starters
.3
Limits of use
.Approved for use' in HVHZ: No
Approved for use outside HVHZ: Yes'
Impact Resistant: NIA
Design Pressure: N/A
Other: Refer to ER, Section 5.
Installation Instructions
FL10674 R16 .II 2620 12 11 FINAL ER CC ASPHALT
SHINGLES FL1467.4-RI& pdf
Verified By: Robert J. M. Nieminen,PE - 59166
Created by Independent Third. Party:.Yes
Evaluation Reports
FL10674 R16.AE 2020 12.11 FINAL ER QC ASPHALT
.SHINGLES FL1C674-R16 pdf
Created by Independent Third Party: Yes
Contact Us :: 2 Ga SlaIrStane Road, Tallahassee FL. 1239] Phone: 850-487 1824
The State of Florida is: en ANEEO employer.. Coo R}Lght.2007-2Ui35ta te•nr Florida.:: Privacy 5tatemenr :: AccassitiilitVStatement :: Retund.atemeht
Under Florida law; email addresses are public records: If you do not Want your e-mail address releIsed in response to a public -records request, do not Send electronic
mail to this entity, Inste.ad, contact the office by phone.or by traditional.mai1.If you. have any:questigns, pleage. cantact 95p.487:13SS. +Pursuantto Sectlorn 455.215(I.},.
Florida 5tatutes, effective Otto ber 1, 2012, lice nsees.licertsed under Chapter 455; F.S.:muEt provide the Department with an email 6ddress if theyhave one. The emails
provided may: be used for official commonicatim with the licensee.: However ern aI[ addressesare 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 it you are a licensee -under Chapter 455, F.S., please ckk:here
..
Product Approval Accepts:
Credit Card
safe
Certificate of Autharizafion,#32A55
353 Christian Street, Unit.#113
Oxford, CT 06478
(203) 262-K45
ENGINEER EVALUATE TEST CONSULT
al t`IAffif M' r-PP F
Owens Corning Evaluation Report 037940.02.12-R11
One. Owens. Corn! n.g Parkway FL10574-1116
Toledo,. OH 4365g Date of :Issuance.- 02/06/2012
(740) 404-7829.. Re►iision 11: 12/11/2020
SCOPE:
This Evaluation Report is issued. under Rule. 611320-3 and the applicable rules. and regulations governing the use of
construction materials in the State of: Florida. The docurnentati6n submitted has been reviewed fay Robert .Nieminen,
P.E. for use of the. product, under the. Florida Building Code. The product described Herein has been evaluated for
compliance. with the. 71h Edition (2.020) Florida Building Code sections .noted herein.
D CRIia'1't[''N: '-Owens Cornirig A0it Roof Shingles
:.......................:. ...
LABELING: Labeling .shall. be in accordance with the requirements of the :Accredited Quality Assurance .Agency rioted
herein and FBC 1507.2.7.1 11905:2.6:1
CONTINUED COMPLIANCE: This Evaluation Report is valid until such.time:as the named product(s) changes, the referenced
Quality Assurance or production facility location(5) changes, or Code provisions. that relate to the products}.change:
Acceptance .of our Evaluation Reports by the .named client constitutes agreement to notify NEMa ETC; LLC of any
changes: to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC,. LLC requires a
complete review of its Evaluation Report relative to updated Code.require merits with each Code Cycle.
ADVERTISEMENT: The Florida Product. Approval Number (FL#) preceded by .the words "NEMO1etc. Evaluated" may be
displayed in advertising literature. if any portion of .the Evaluation Report .is displayed, .then it shall be done in its
entirety.
I.NSPELTiON: Upon request,.a copy of this entire Evaluation. Report shall be.provided to the user by the rnanufacturer.ar
its distributors and shall be available for inspection at the job site at the request of the Building:Dffieial.
This Evaluation Report consists of pages 1. through 10.
Prepared by:
The facsimile seai.appea ring was authorized by Robert
Robert J.M. Nleminen, P.E.
`� ' ,'g,•; Nieminen, P.E. on 12f 11/2020' This does not serve as an
Florida Registration 'No. 591fi6,Flar..ida.DCA.ANEZ9$3 _'r•:,;„'•�'electrpnical[ysigned.io[ument.
CERTIFICATION OF INDEPENDENCE:
1. NEMO ETC, LLC does nothave, nor does.it intend to acquireor.wilI ft acquire, a financial interest in any company manufktUririg'or:
.distributing products it evaluates:
2. NEMO ETC, LLCis not owned;. operated or controlled by.a6y company manufacturing or distributing products:it. evalpates.
3. Robert Nlerninen;.P.E, does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the. eva lu ation reports are being issued..
4. Robert .Nierninen, P.E..does not have,. nor will. acquire, a:financial interest 'in 'any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither MEMO ETC; LLC nor Robert N.iemihen, P.E. are, in any way, the ❑esigner.of'Record for any
project on which this Evaluation Repon, .or previous versions thereof, is/was used for peri•nitting br design guidance unless retained
:specifically for that purpose.
(02018 NEM6..ETC, LLC
ROaFm SYSTEMS EVALUATION!
Section
pro a
Standard
Year
1507.2.4, 11905:2.3
Physical. Properties
ASTM D1970
2015
150.7.2.5, R905.2.4
Material standard.
ASTM D3462
2010
1507:2:7.1, R905.2:.6.1
Wind Resistance
ASTM D3161
2016.
150.7.2.7.1, R905.2.&I
Wind Resistance
ASTM D7158
2019
Eicarriination
Reference
17ate.
Enti
Owens Corning
ieclaration
Equivalency Declaration
08/Q6/2019
PRI (TSTS878)
ASTM D1970
GCF-382-02=01
10/24/2017
UL LLC (CER9626)
Physicals & Wind Resistance
File. R24S3, Vol; 3
02/15/2007
UL LLC.(CER9626)
Physicals & Wind.Resistance
20120516-112453
05/16/2012
U.L. LLC (TST9.628)
Physical Properties
06CA20263
04/18/2006
UL LLC (TST9628)
Wind Resistance
11CA34308
02/18/2012.
UL LLC (TST9628]
Physicals & Wind Resistance:
4786093137
02/01/20i4.
.UL LLC (TST9628)
064 Resistance
4786126532
02/10/2014
LlL LLC: (TST9628}
Physical -Properties
Classification letter
02/13/2614
.UL LLC.(TST9628)
Physical Properties
Classification letter
10/0W/2015
PRI (QUA9110)
Quality Control
Service Confirmation
64/05/2020.
PRI (QUA9110)
Quality Control
Florida BCiS
Current
+ ®a 6 e
......:......... ........::..:.....
TABLE_1..ASPHALFSHING._.. C .....:.... ......... ....... :.: ..: ....
Product.
Plant(is)
Material
Standard.
Description
starter Strip 5hingle
H TH; OR
trteer
Starter Strip Plus
MN,.OR
ASTM D3462
starter strips for asphalt roof shingles
su TopShield Starter
MN, OR
Starter 5hingle Roll
NH
ASTM D1970
mineral -surfaced, fiberglass -reinforced,
sell -adhering SB5 modified liitumen starter
supreme,
GA, CA, CO, I -TX, NJ, old,
TN,.OR; lL
AS.D3462
fiberglass reinforced 3-tab. asphalt
roof shingles
Berkshire'
MN
ASTM D3452
fiberglass.reinforced, 4-tab-asphalt
roof shingles
Duration' Premium.
CA,.OR
Duration'. Premium COOL
CA
Asphalt
Shingles
ASTM D3462
fiberglass reinforced,. laminated
asphalt roof shingles
Trupefinitian° Duratlan`
IN, CA, CO, !-TX; FL, NJ, OH,
MN, OR; GA, !L TN
e
TruDefinitian" Duration
Designer Color Collection
Oakridge'
Gi4, IN, CA, CO, H-Tx,.I-TX,
FL, NJ CH, TN
eR
TruDefinitlon.'C+tplill
HTX, I -TX
WeatherGuard' '
TN
NEMO ETC; LLC Evaluation Report 037940.02.12=R11
cernfirate nfAurhprf-tion #32455 7` EDITION (2020) FBC NON-HVHZ EVALUATION FL10674-1116
Owens Corning Asphalt Roof Shingles Revision 11.12/11/2020
Page 2 of 16
INIE MO. I etc.
........:....... :.::.E=1::... ...:........ALT.S......:
SL :I.N ...GLE.EDNfPtjNENTS:::::::;:.::::>:;.::.:::::'%.:';
.:.........:.:.::.:.,:..:.::..::.:-:•...:.:.:.:::.:...:.::..:.:..::.:-:::::::::::.:::::;.::AA5PH.H....... .
'T
Type
product
Plant{s=
Material.
standard
Description
Berkshire` Hip and Ridge
MN
Shingles with Sealant
DuraRiiigeO Hip and Ridge
MN
Hip and
fiberglass reinforced, hip and ridge
Ridge
Shingles with Sealant
ASTM D3462
asphalt roof -shingles
ProEdgea
GA, CA, OH. OR.
Shingles.
WeatFierGuard° HP Hip. and
TN
Ridge Shingles
5.1 This is a building code evaluation. Neither MEMO ETC, LLC nor -Robert Nieminen, P.E. a.re, in any way, the Designer
of Record for any project on which this Evaluation Report,. or previous versions thereof, is/was used for permitting
or design guidance unless retained'specifinIIV for that: p.urpose.
5.2 This Evaluation Report is. not for use in: FBC High Velocity Hurricane Zone jurisdictions (Le., Brovvard and Miami -
Dade Counties).
5.3 This Evaluation Report pertains to above=deck roof compohents: Roof decks and structural members shall be in
accordance with FBC requirements..to the satisfaction of the :Authority Having Jurisdiction:
5.4 This Evaluation Report does.not include evaluation of .fire cfassification. Refer to FBC 1505 for requirement5 and
limitations regarding roof assembly fire classification. Refer to FBC 2503'for requirements. and. limitations
concerningthe use of foam plastic insulation.
5.5 Wind Classification: Refer to Section 6 for installation requirements.to.meet wind. classifications
- <Si:'.::i.
TABt.E`2A*`. WIND- LA5SIF10ATjONS S A i=[air iriciEs.
Product F8C ia6le 1S07:2.7:1: or.R9.05:2.6.1
5.upreme"
Berkshire`
Duration' Premium
Duration' Premium C00L
TruDefinition` Puration°
TruDefinition` Duration.' besigner Color Collection
Oakridge°
TruDefinition' Oakridge°
WeatherGuard` HP
ASTM D3161(F) & ASTM D715A(H)
5.:5.1. Classification by, ASTM D7158:
.ASTM p7158, Class H applies only to exposure. category B or C and a.. building height of 60 feet or less. Calculationmi
by a qualified :design professional are required for conditions outside these limitations.. Contact the shingle
manufacturer for data specific to each shingle..
MEMO ETC, LLC Eva]uatitin Report 037 94.0.02.12-R 11
Certifirote.oFA6thoriiatlon #32455. 7°" EDITION (Mb) FBC NON HVH2 EVALUATION FL10674•R16
Owens Corning Mph aIt Roof Shingles Revision 11. 12/11/2020
Page 3 of 10
%:....-.:... .....:....:.:.:..:............. {?Hip:: `RZGE:::'::::::;.;:::;i;::'
..........:.:•.-.::....::..:::::::.:..;.::.,:.::.:.,......: TA$LE.213.. W1Nn,CLASS€FICR'[lOPf5, STAitTER.,STRiPSA...:..........:.:.........:.:....:.::...,.::..........:.:..:.:....:...:::..
Type Product FBCTable.1507.2.7:1,or R905Z6.1
5tarter Strip Shingle
sib rterstrips Starter Strip Pius ASTM.D3161., Class F
SRS TopShield Starter
Berkshire° Hip and Ridge Shingles with Sealant
Hip.& Ridge. DuraRidge"' Hip -and Ridge Shingles with Sealant
ASTM 133151, Class F
Shingles Pro£d.geO _
WeatherGuard" HP Hip.and Ripge..Shingles
5.5.2 Refer to Owens Corning published information on wind resistance.and installation limitations.
5.6 All components in the roof assembfy shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3.
Refer to. the Product Approval.of the. component manufacturer for. components that are produced by a Product.
Ma nufactu rer oth er than the report holder on Page 1 of .this Evaluation Report.
0:1.. GENERAL:
6:1.1. Roof deck; slope, urtclulayrnent and fasteners shall comply with FBC. 1567.2. /. R905.2 and the shingle
manufacturer's minimum requirements:
6.1.2 lJnderlayMent shall be accepfiable to the shingle manufacturer and shall hold current. Florida Statewide Product..
Approval, or be Locally Approved per Rule 61G20-3; per FBC `Sections 1507.2.3, 1507.2.4 or R905.-2.3.
6.1.3 Fasteners shall be in accordance with the.shingl.e manufacturer's published requirements, but not less than FBC
:1507.2.6 or'R905:2.5.. Staples are not permitted,.
6.1.4 Owens Corning asphalt shingles are acceptable: for use in reroof (tear-off.}or recover applications, subject to the:
limitations set forth in.FBC Section.1511.or R908 and published installation instructions,
6.2 ACCESSORY STARTERS:
6.2.1 Installation of Starter Strip Shingle; Starter Strip Plus and SR5 TopShield Startershall comply with the Owens
Corning current published instructions, using minirriurnfive, (5) nails perstrip.
Figure 1: Minimum Nailing; starter Strip. Figure 2: Minimum Nailing, Starter Strip Plus
NEMOITC, LLC Evaluation Report 037940.02:12-Rll
Certificate of Authorizutfon #32455 7- EDITION 12020j FBC NON=HVHZ EVALUATIL3N EL1Q674 R16..
Owens Corning Asphalt Roof Shingles. Revision.11. 12/1112020
Page 4 of 10
Ut4
NEMO I etc.
6.2.2 installation Of.Starter Shingle Roll shall co with the Owens: Corning current published instructions.
Drip edge .
^}
r`
Self-sealing adhesive
positioned`aiong eaves
Figure. 3; .Starter Shingle. Roll
Underiayment
Drip.edge
Starter Shingie.Roll adhered
directly to undetiaymentand
primed drip edge
6.3 ASRHALT 5ri1NGLE5:
6.3.1 Installation of asphalt shingles -shall comply with the Owens Corning current published instructions; using
minimum four (4) nails per s.hingle.in.accordance with.FBC.1507.2.7 or R905.2.6, with the following exceptions:
Y Berkshire' shingies...require minimum five (5) nailsper shingle.
WeatherGua.rd' HP shingles require minimL!rn six(6): nails per shingle.
Where the roof slope exceeds 21 units vertical in 12 units horizontal, speclaI methods of fastening are required
Refer to Owens Corning published information on wind resistance.and installation ]imitations:
6.3.1.1 Supreme:
Normal Mansard tit Aram pare
end Areas High Wind desvanas Y
Area pera.pienios nermales Areas vientos Marren
17' 77"
S" Exp osu re
Espasician
Figure 4: Minimum Nailing, Supreme
(Standard Siiej.
Normal Mansard or Area pars
Wind Areas High W€rid. hedear+unes y
Aran pare �' tas ormafes Areas vienros iaertas
.:V {Ay SZ� V, . r7. 2` Igi r2. V
5 51W Exposure
ftposkl6n
Figure 5: Minimum Nailing, Supreme
(Metric Size)
MEMO ETC, LLC €valuation Report.037940.02.12-1411
Certifiepte:ofAutharizotion #32455 f" EOITiOM 12020i FSC NON-HV142 EVALUATION FL10674-RIG
Owens. Corning Asphalt Roof Shingles Revision 11: 12/1112020
Page S of 16
6.3.1.2 BerkshireO:
Syalant ship
La rira deseiiadur
Figure 6: 5-Na11. Pattern, Berkshire
NNEMO I etc.
rigure ■; t-rmair raizern, rsemsnire
&giant strip
La lira de seliar6r
Lta aIVY 8Yz" 8v 8W, }
2 Asphalt ruufingcement
ctvwto de recbode astaho
Figure S.. Mansard or Steep. Slope Pattern, Berkshire
NEIVIO ETC LLC Evaluation.ReportO37940.02.12-R11
CeWficate afAuthorixatior #32455 7"' EDITipN (2020) F B C N0N-HVHZ EVALUATI0N FL16674-R16
Owens Corning Asphalt. Roof Shingles Revision 11. 12/11/2020
Page 6 of 10
MEMO etC
6.3.1.3 Duration® Premium TruDefinition° Duration Duration' Premium COOL. & TrubefinitiW duration` pesi ner Color
Collection:
S-wr
Fez i:iii
NEW CTC; LLC
Certfiftdte of AuthMZGtidrl 932455
4-Vai[..Fastening Pattern
swemM fasuning area width
Nail; Typical
127' 1 F 12"
Figure 9: Standard 4-Nail Pattern, Duration
18-Nail fastenin4 Pattern
SnteNai0fastening ama.width
F NVA T]/jfiCai
12" 1 F
Figure 10: 6-Nail Pattern, Duration
Evaluation Rr?part 037940.02.12-1411
r' EDIT] 0N.(2020).FBC NON-HVii2 EVALUATS.aN FL10674-1116
Owens Cwning.Asphait Roof Shingles Revision ILA2111(2020
Page 7 of 10
65,11.4 TruDefinitionmDakridge Oakrid el!.
4 Nail Pattern
Esquemacon 4 clavos
Uff uposvre NaiIR
Expcsidutr de 6 V8puig. claws
Expastciin de 5a"/8pulg,
Figure 12:.5tandard 4-Nail Pattern; Oakridge
NNEMOjetc.
9 Nall Pattern
r:squema con 6 clavas.
6 6f9". Expowre Cf��or 5 5�'8'` f:xpasuna �
ExpcslcWmde 6 6/8pudg. Expasicmn de 5 6/8pu4.
Figure 13; 6-¢Vail Pattern;.Oakridge
63.1.5 WeatherGuard'9 HP:
6 Na1. Pattern
Fsquems can 6 clavos W 61M-from bGmm
aff sFiirtgle
have a.6 118 ping. de is
5 618, Exposure. 6 Fastansrs pate lydedorde is t4a
Exponeine de 5 sm ping. 6 svjetedgres
1" it
r140Q w 0 e
5 5F8� E�neare 5 580 i D11f k SIEiS 0} QSplE91E.1 �.EiikBllt
fi�ssra5u4a S.IiB q . ixpms tkn dQ i Cnm{cpunas da asfa .da cgmorto tech to 4 1 pr�leda:
Figure. IS.-. 6-Nail: Pattern, WeatherGuard. HP: Figure.l6: Mansard or Steep --Slope. Pattern, WeatherGuard HP
NEMO ETC, LLC
Certi fraie o(,4uthorization 02455.
7T` EOI€ION (202a) FBC:N0N-HVHZ EVALUATi0N
Owens: Corning Asphalt Roof shingles
Evaluation Repon =940.02.12-Rll
FL10674-1116
Revision 11:12/11/2020
page 8 of io
(NNEMOjetc.
6.4 HIP. AND RIDGE SHINGLES:
6.4.1 Iristallation.of asphalt shingles shall Comply with the Owens Corning current published. instructions.
'Berkshire.'' Hip and Rid
ge.5hingles wit'h.Sealant and DuraRidge' Hip.and Ridge:Sh1ngi.eswith Sealant require
minimum two (2) nails per shingle.
WeatherG u ard' HP Hip and Ridge. Shingles.and PmEdgeO require min imum.fbur (4) nails per shingle.
Refer.to Owens Corning. published information on wind resistance and installation limitations.
6:4.M Berkshire° Hip. and Ridge with Sealant. and DurakidaeO Hip and Ridge Shingles with Sealant:
Fig. A
PrevailfngWind Direction
�— Direcelon del viento predominante
A Expasore
"i)11 de 8 pd
A
Figure 17: Isometric View, Berkshire and Du.raRidge,
6.4.1.2 WeatheirGuard1`1 HP Flip and Ridge_5hinp,les_
Fig. A
Prevallltig rld j
—Dlrtbr A.
t I
Si E
44 k i
f
i
I k
I 3 s
�w Expossureure.
Figure 19: Isometric View, WeatherGuard HP Hip and Ridge
Fig. 8
'i'qp ilievl
Vista superior
f
Naii.
254gr
l
I
m
I
I
Figure IS: Plan View; Berkshire and.DuraRidge.
Fig. C Hip .Ridge Shingle Fa.steni.ng
I
t>1sIS�. NAILS
i
7„
2'.' 1 2
s
i
? i
5" Exposure I i
in 12, -- -4�
l '
Figure 20:. Plan View, WeatherGuard HIP. Hip and Ridge
MEMO ETC, LLC Evaluation Repo rt03..7940.02.12-R11
Certificate afAuthorization #32455 71" EDITION (2020) FRC NDN-HVH2 EVALUATION FL10674-1116
Owens Corning.Asphaft Roof Shingtes Revision 11. 12/11/2020
Page 9 of 10
6.4..1.3 ProEdgeO:
Pra+aailing
f;?ifind birection Stt�farrt.5trip.
y 6' Exiscsure
Fasten 7V
Cagier Ea�sa�i
Fasieners►vlfh
itaaf Content.
Figure 21. Isometric View, ProEdge.
- P
Standard
P'ttarn
12° 5cdf8ift
S" Expaa a
Figure 22- Plan View, ProEdge
o ■
As required. by the. Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product:
Contact the named. QA entity for manufacturing facilities covered:.hy F.A.C. Rule fi1G2U-3 QA requirements. Refer
to -Section 4 herein for products and production locations having.met codi fied. material standards.
PRI Construction Materials Technologies; UC— QUA9110 ; 813 621-5777; bwilson6oricmt.com
END OF EVALUATION REPORT -
NEMO ETC,.LLC Evaluation Report 437940.02:12-R71
Certificate of AuthcWzdt1on.#32aSS 7' EDITION (2020) FBC NON-HVH2 EVALUATION FL106.74-R16
Owe ns.Corning Asphaft Roof. Shingles Revision 11: 12j11/2020
page 10of10
j•.
1
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a-i F�
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OCIS Hanle t.no 1:: t;!,!
Wn. t c+,,:y,• S'a:c x Fa-:s Fuhlicafioris
Contact l75 .RC[t.si[e i:Jap Unks Search `
bU
Product Approval
VSER: Publi,: User
.. ....
L=Llu Appa,--i r;beQI Irudu:-'._:.r:? i;- -t<!. `': ram!- ` n.t]I�4ita
son Ll st N AppHC3Vor1 DntaH
i'
y :-s
FL #
FL19626-R22
APPlication Type
Revision
Code Version
2026
Application Status.
Approved
i'
Comments
Archived
Product MantfPaciurer GAF
Addr`essiPhone/ mail i Carrspus DFMJ
Parisppany, NJ 67054
(,900' '756^34.1.1
rsis[Feh:a�gaF, rot;:
Authorized.5ignatore Robert Nieminer:
� re I Y h fig] YS a FT1 Oe tC. [0 fl"l'
Techrilral.RepfeseiYLatiVe William Broussartl
Addr25s�F1 rnerf nt:iil 1 Campus Drive
Parsippany, N] 070SG
(960.) 766-3-411.
Techni-aIQuestioasGAi 4 8f. m
QualiL Assurance.Rr:presentative
Add re s s/P h o noi E n i a i I
Category RGof ng
Subcategory Under[ayment5
£o'npllance Method Evaluation Report From a Florida Registered ArChitect.or a Licensed Florida.
OrnrE:s sEa n a r. Engineer
E aWatius; I?epcirt - Hardtopy'Received
Florida. EnginwL.er t Narnc who developed the R?bort Ni�-M men
Evaluation Report
Florida License
Ff -S91tiG
Quality Assurmc, Entity
UL Lbi
Quaky A=Surance Contract Expiration Date
12/i7,'Z62i
Validatea By
John .N+..Knezevirh, PE
Validation Cbp&list - Hardcopy Rereived.
Certificate otlndepende e
LIrn ?5;� '`y Lp Qj C,.01 Nil MI3wErV. -d-
Referenced St3,1 tdar'd and Year.(or Standard)
.:Standard
1C�L
ASTI`^. D 19 70
2Q15
ASTM D4533 (tear)
2015
AST) 7 :0479S 'weathering)
2611
ASTM V4t169 (water transmission)
2016
ASTM 05135 (tensile)
2011
SST:•' 75iE4
2011
FM, 4'7.74
2011
FRSX,.; `ki, CwT Editioh
2018
Equiyalence n; Rfoduct Standards
Certified By
Sections from the Code
Product. Approval Method
rv,ethr..d i option D
Date sul fn;tted
I16/09!2021
Date Vahrate>l
1 2021
Date Pendfri.g FBCAppmvai
66/J712421
Date. Apprnver3
f}8/14/? a2k
Pate Revised
1?/16/.2021
Summary.of products
FL.# Model; Number or Name
Description
10626,1 GO Aoor UndeYlayrnents for
..... ................ .._.....-.. -
; Roofing UnderfaYbiP,a5 for use in:sIoped roof systemS
L15�2.lri FOC iron-HVH7
itji is d 4�tion5
.. ... ... .... ... .. .. ....... .......... - ...-_._..._f..__._..-
Limits of use Installation Instructions.
Approved for.use in HVHZ: No
Approved for use outside HVHZ: Yes F222.r
Impact Resistant: N/A Verified S.y;.Rohe..rt Niemieli 59166
Design Pree:sure: +N/A/.-442.5 I Created. by Independent. Third Party: Yes
Other: I.} The design pressure noted in this Evaluation Reports
applfc:3tfor relzrtes to one particulzr FL10626 R2'2 AE 2021 06 09 FINAL ER GAF UrNDERLAYFIENTS F1-10626
underlayment system, Refer to ER Section S.S,3 322,ne'
fardetails. '?. RefeI to F=R Secr. a5-- 5. Ft; Other C; gated by Independent Third'Party: Yes
Lim�L r3F ds'e.
'Cnhtact U :: '63i 81dir Stu nc•. Re t1: 3:399'Phnne: 853-4S7-1824
Thr- S[ata.•l I'icfl::a is.an Anj E=�C rlrrlayel-. Ca3�T i gNt 700:-2r�,3 Siatr: q? FjLruJa :: Priyg�y„ •a mPn :; n4r tsi iri Yfr S[atamen[ :: Rah3nd Statement
L'rrder Flo nC!a Ia,', 611ail 3rg I)u:'IIr; retards- II you rlo. not s•:,eriC':i:ur ri•rnail.address released In reSponSe to a public-records.request, do rnat send elactranic
malt ::! finis Faulty- l:�:a[Z::d, i:7nnci the ❑ff,;e b'y p1<j:,e o+' b•r tra dltio r,ak n:as!- ':r ;Du have a ny gses ti 019 s, please con Wet 650, 4:i7, 1305::-Pursuant to, Section 455, 27 S{I],
F lhrlda S:r'-;!es• e. Ortah r-: !, 20I',. I i ce �zse=s Si celSsed under Chap:zr.:55; F, q.:nu5t;sr:W;Ja the D. partn lent vifth on email address -iF tfiey have one,. The emails
Pmvsdeo nr.�� lsd'iA�r'j !na•:;f fiei 3I =cr-:�<; u;..r.a I,.^-n rsit�, ;', sdd?esses are public reeord..[f you d, not.r':ish to supply a personal address, please
pro.•:Ee !Ne :ita:ii+::;,=r,!.=;.�.•+.3n elTla;l :vrkit.-,-s .•r h:;1r o5r, yr mode 3'jasiable p: bk. T',.'det ,mine If you. are a IiCEngte under ChapLer.,IS5, F.S,,:please ci V here.
j" P rrodv ct Asp pp.-r o v-1. AAc[e"p� ts;
Safe
IMEMO I etc.
Certificate ofRuthorization #E32455
.353 Christian 5treet,.Unit #13
Oxford,.CT 06478
(203) 262-9245
ENGIi'rlEFR.._...-.u.._.-.._.._.___.._..._..... L11At}:.�...�u.._.__....._._..w.._.... �-��t.�._ .._._.,_.........._w. CDN5ULT
GAF Evaluation Report 01506.04.08-R22
1Carnpus Drive F.L16626-R22.
Parslppa.ny,:NJ .07054 Date of lssuance::04125/2008
(800) 766-3411 Revision 22:.06/09/2021
ScQPE:
This Evaluation Report Is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the. State of Florida.. The documentation submitted has been reviewed by Robert Niemineri;
P.E. far use of the prodW-t Li11d�nr the Florida Building Code and. Florida.Rullding Code; Residential Volume. The products
described herein have beeri evaluated for.compliance•with the 7t''Edition: (20201 Florida Building Cade sections.notetl:
herein:
DE5cRIPTioN: GAF Roof Underlayments for use.in FBC.noh-HVH2 jurisdictions
LASE[INr.. Labeling shall be. in accordance with the. requirements of the Accredited Ctuality.Assurance Agency noted
herein and FBC 1507.1.1,
CONTINUED COMPLIANCE: This.Evaluation Report i5 valid.until such time as the named pmduct(s) changes,.the referenced
Quality. Assurance or production facility location(s) changes or:Code provisions that relate to. the. product(s):change.
Acceptance of our Evaluation Reports by the narned client constitutes agreement to notify MEMO ETC, LLC of any
changes, to the producti$), the .Qgality Assurance or the product[on facility location(s),. NEMO..ETC, LLC requires a
complete review of its Evaluation Report relative to Updated Code requirements with :each Co. de Cycle;
ADVERTISEMENT,, The Florida Prod uct :Ap proval .Number (FL#) preceded by the. words "NEMOj,etc. Evaluated'' may be
displayed inadvertising: literature, If any portion of the: Evaluation Report.Is.disp€ayed, then it:shall be done in its
entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report.sha.11 be provided to the user by the manufacturer or
ifs..distributors and shall beavai[able fo.r inspection at the job site al: the request of the 8uiWing Official,
This: Evaluation Report r.onsists of pages 1 (iirougi1'5:
Prepared by..
Robert J.M. Nierninen.; P.E.
Florida Regfstrativn faro. 591..6A. FOri0b D.CA. A.NEI983
The facsimile 3eaIappEaring v as authorized by Robert
Nie rninen, P.E. on WGS)9 )02L This does not serve as an
�..
electron i ca I ly::Ii;n eradocu me n t.
CERTIFICATION OF INDEPENDENCE:
1. .NEMG ETC. LLC does riot have, nor does it intend �o.acquire of w1il it acquire, a financial interest in any company manufacturing or
distributing prt CdtrctS It:o,va;c:ates.
.2, NEIGIC ETC, LLC is not ovrned, operated of corst OIA by any company manufacturing or distribbuting products it. evaluates.
.3; Robert Nieminen, P.E. does not have opr will acquire, a financial 3rrterest in any company manufacturing or distributing products.for
which the evaluation report; are 6eing.issued,
4. Robert Nieminen, P.F:.dbes not hare. nnr will acquire, a finan.csa[ .Merest do any bther:entity involved in the approval process of the
product.
5. IhIs is a building coda tvalt]aIion. Neither NE?v'10 FTC: LL%Tip r Rob r? N[emir.,�!fi,. F.E.. are, in any way, the Designer of Record for any
project oh which this EvN,Ita ien Rupert; Jr prelieu5 versions Wbreof, is/:wits 05ed for permitting or design. guidance unless retained
specifically for that purrx;';e..
Q2019 NEMQ ETC; LLC
ONEM.041AC.
ROOFING COMPONENT EVALUATION -
Product Category- Roofing
Sub -Category:. U.nderlayrnent
Compliance Statement: GAF Roof Under(ayments, as•produced by GAF, ii@Ve demonstrated compliance .with the
following sectionsof the 7" Edition (202D). Florida Building Code through testing in accordance with the foliowlrig
Standards. Compliance is subjectle the Installation Requirements and limitations / Conditions of Use set forth
herein,
Sedtion
Propety
Standard
Year
1SQ4.3A
W;rrid 40siAal,[:El.
FM 4474
2011
1507.1..t. ].5U'7. L4. 1507.2 4 :' ,'
€. _at •: iai s:a:'dzird.
AST10 D1970.
2015
R905.1.1, R905.1-LF-2
1507.1-1.li2&6, Cxc:epv n ,
s: jr $tr!„i:;th
ASTM ❑4533
261S
1507. 1.1- I(Sj / R905:1.1.1j2&3,.
Exception), R905.1.1,1(5)
1507.1,111(2&3, Exceptinnj,
Tensil,a ArLngth
ASTM D5035.
2011
1507.1J.1(5) f R905.1.1.-1(2&3;
Exception). R901..1-IA(5)
1507:1A 1(5) / R905,1.1.1(S)
LIgURCd .%vater trar;5rt issian
A5TM D48fi9
2016
1.507,LJ /R905,17
Mi.'uri-:-0t taridard
ASTIA D6757
2016
1507.313, R905.3.)
ILVIitL2NA[ :>ta:1dard
FRSA/TRI, Sixth Edition
2018
1507:11.2
Ria'..',s di t:,^dart]
ASTM D6164
2011
T,45114
i7cctge.rattd Weathering
AST€O D4798
2tl11
End
Examination
Reference
Date
ERD (TST e049j
ASTM 01M2 & FRSA/TRI (Slippage)
G34150:08:11
11/14/2011
ERD (TSt 6049)
ASTM D6164 (GA)
G.40530.01.14-213
01/07/2014
ERO (TST 609)
AST M D6164. (GA)
G46160:09;J4-3A
09/09/2014
ERO (TST 6049;
ASTfvi W) )-70 (4�A)
GAF SC13285.03M-3
D3/0112017.
ERD.(TS'i 60n9)
AS":jv; D1S76 C-A)
iiA SC13285,03.17.4
D3/01/2017
ERE (TST 6049)
1\E rNi rli''ss ,i:,Aj
C-AF SC1.3285,03:1r-1
133/09/2017
ERD:('I'S"[6 74J)
ltSF�,^ :]: +70 (iNl
i'AF-SC1644D:12.17
2.2131/2017
Intertek {TST .t55ti)
to i?4361, ([]adra, Iradiaj
FS 4Y.d2.106-I8.
11/08/2016
NEMO VST 60,9.)
:s�.i3 Prciperfirts.(JNj.
4 i GAF:19 55lv19ii f73.R.
05/13/2019
NEMO(TST60404
ASFmi1_�1:}7Li
4.j.FTS-20-S$UDL-01-A
12/01/2020
NEMO (TST 6p49;
ASTM ❑4798, TAS 103.
4j-GAF-ZO-SSUDL-02.A
03/15J2021
NEMO'(TSTf 04.9)
ASrivIi D j 7 9 9
4j-TTS-2I-$5UDL-62.A
06109/2021
PRI (TST 5878)
AS "A D191D (IN)
GAF=324 .02-01
11/30J201.1.
PRi {lST 587,8!
:isFiv [1?:76 (a f
GAP-339.02-01
03/13j2012
PRI {"fST SS7Fii
�.:..F;§ i] : u�. (N i
K;AI _349-02-01
07/03/2012
PRI.(751 ai 73j
r; =r' i.'rJiSgt
GAF-434.02.01:
00/16/2013
PRI {TST 58-M,
N n01. Up.sit
GiV-434-02-03
Q9/16/2013.
PRI (TST !3878)
tiVind uplift.
GAF-434-02-64
09/1Q2013
PRI (TST 5878)
AaTiu: i745.33 iva;ious)
GAF=818=02-01
.12/05/2017
PRi (TST S.S78)
ASTM 01.9.70.iAL)
hASA-047-02-01
04/11/2018
PRI (TST.5878)
ASTM 04533 (I,A)
GAF-826-02-01
06/4/2.018
PRI (TST.S8781
ASr€O 94533. WDca a, India)
GAF:8.47.02701
06/4/2018
PRI (TST 58 8)
FW- , ❑41533 (Dadra, India)
GAF-914-Q2-01
04110/2.019
PRI (TST.58 8)
3]""A TJti633,. €15035.(VA.)
376TOO12
07/15/2019
PRI (TST
�i l i3? iu,rrinskai Ki':v:ilii. India)
37£T0LT19.
07/311201.9.
PRI (TST 58:S
' iV, :i4 .5 IP7,cni, India]
3%f)T0,,118
Q7/3.1/2019
1VEIl+il3 ETC, W.£valuation Report 01506.04.08-R22
Certifr[Ofe Of AUrWKntlic;i9324. i .. .. .. • h;: '..- .,� .� `"V�Li:�+.i �i: r:- FL10626=R22
G 0 Rn o f U n d er I aym a nts Rev) s i o n Z2: 06/09/2021
Page Z of 9
ONEMO
etc.
Entity Examination ReferenceDate
PRE (T'SF 5878?. 4570 l7'970 (AR) .376T0032 10/22/2019
PRE jT5'f' S� .$l Fi i l-Nt W26 (5-CA) ',7 3 OQ54 02/18/2020
PRI (T5T5878y ASTPA !D4 (Gu.jarat, India) 376TOOSS 02/18/2020
PRI {TST 5879) ASTM D5035 (various) 376TO103 09/11/2620
PRI (T5T5878) ASTM D4533, D5035 (Rajasthan, India) 376T011.1: 12/22/2020
P.RL(TST58'76) ASTrVI D4533, 135035 (Gujarat, India) 37GTO113 12/22/2020
UL (TST 1.740) A5TM D6757 (Tx) 02NK225.69 06/04/2002
PRI (TST 587,8) ASTM DSQq S, (Gujarat, )ndia) 3709146 03/11/2021
PRI [TST 5! 78? r+M"'fVl D45'33, P5035'(Raja 5than, India) 376TO161 05/07/202,1
UL.(.TST.17A1) riSIM D6'ti? (NQ IONK11990 O5/18/2011
NE1vlti FTC r'•sav E .. rBr. Crn35 I.istinE 0.4/22/2620
NEMQ :Lo''brl:ty FBCCi0-7s-Listing 04/08/2021
UL, LLC(e [tJl�''J625 CWr i t j C.; -I roI Service -cnfirrnaLiaai 03/23/2t321
UL,. LLC (QL» 9625) T , i[';y f r)ntrcl ServiCe Canfirmatian (AL) 05/04/2020
UL, LLC.(QUA 9625) Quality Control Florida SCIS Current
F:
- ••J J. .F� . -
Product Material Standard Plant(o
4.1 GAF Extended Dry-jr) membrane W mASTM D1570 Langley, BC Canada
4 2 LihVtorrnGjar�ff`
rty'"' SS Sclf Adhr:sirit? 8E;isejPly m -T- aSTfv} D1970 Mt. Vernon; IN
Savannah, GA
._.-_...._..-_..-.-._...........43 Film -Surfaced Leal' Bari'€ei 4STfV1 D1970: Mt..Vernon, IN
Savannah, GA
Arkadelphia, AR
3
Weather'Aarch` 3vl.inera3-Surfaced Leak + rOt,.V.ernon, IN
4.4.. i . ASTM D1970
Barrier Savannah,. GA
Tuscalma, AL
4 5. r i)e.Ck Arrrsor' :Prerrnufra Brnatirabie liacf IS07.1:11(2&3, E.xceptioni 1 Dadra, India
(r Deck #�rc1t[.rhnr° - _ I...... 1^hi&3, Cxc4pfionj --'_
[i Dadra, India
k i Guiara[, India
FeftBuster"' Synthetic Rc7etin� .f eiti 1 37:i.1:1i2 O Exception),
(CPP) Rajasthan, India.
A,fi {for'merfyFC,iWi,SfL'o vah fr;iCfAQn.Syrrt ti"i; 3S07.1,1.1(5)./ R905...1.1,111'&3, � [M1P) Hajasflian, India
Roof rrg fei[r Exception), R905,111A(5) Richmond, VA
Spartanburg; SC
_..-.. - - ...-....... 'l' ..._.. '- --�.._...._..-._.__. -.... -------- --- - --
4.7. Shingle<Nia " Root ❑r:r}; Protection ASTM D726, Type II (Table 1) .5haP�{ter, C4
I507.,7..1.1{z�3,.Exceptio^{ / I
4:8 StgrmSafe Arrcli 1r SI Lx[r[ North Bay,. ON
n'JriS.l.i..t(%&3, �xCepYian+
Dadra, India
Tigzr Paw'" Fr2rlaiurlY Rnpf peck 1507.11.1{2&3, F.xcepticn? / Gujarat, India
4.9 Protection (j'o nterly.Tic, erPaw" Roof
E]e:i; RypS 1,1,1[2&3, Exception} 1 Paraai, India
prote4:61 rj ` UrneY u! k ' lC'ya ni, India
_._..._.�.........._ -'- - - r
9 Versa5hluldl Fire Resistant Roof Qeck r
4,10. I A51-M 05757' j Conover; NC
Protection
( ASTM o6164 _._.�...__._....._
4.11. Ruberold'"' Mop Granule Savannah, GA
_ 3
Fli�a;1P to°J8
s
i AS 1 :'IJ Y?6164
4.12 Ruher¢ic' MarFs.c:':air.l! .F;f Savannah, GA
Rl 09.19
PiUMC ETC, l.l: Evaluation Report'01506.04-MmR22
Ceriljicure of Aurhprfzilriip Ir3l•7 i;i FI-10626mR22
GAF Roof underiayments ttevfsion 22:A6/09/2021
Page 3 of 9
ONE49 G1 'etC.
NNW
5.1 This is a. building.code evaluation, uation. Neither NEW10 ETC,.LLC nocRobert Niernineri, P.E-are; in anyway; theDesligner
of Record fdrany prajqctory which this Evaluation Report, or previous versions thereof, is/Was:use.d. for permitting
or design guidance unless retained spjeclftally. for thatpurpose.
5,2 This Evaluation Report is not far use in FBC High Velocity Hurricane Zon e jurisdictions (i.e., -Browa ird and M iai rni-
Dade Counties).
53 This EVal Uaticm Report peilai ns I oo bove- deck roof components. Roof decks and structural members Sha 11 be In
accordance tiA)jtlj I -BC reflis-'remen,-, to.the s-atisfactiorf cf the Authori.ty Havingluriscliction,
5.4 This Eva I u at i 6 ,, lrj e poi ri d C) e. 5 ri 6 n 0 -, r d e e. v a I uai t i o 116 f fire classification.. 86er to FBC 1505 for requirernents and.
limitation,, regarding: roof a5spnibfy HrL, clas5ificatibn. Refer to FBC 2603 for requirements and limitations
concerning the use of foam plastic insulation.
-5.5. GAF
Ar Roof Underlayments-may be used with any prepared roof cover where the product -is -specifically ref6renced
witKin FBC approval dccunients- If not listed, a requOst may pe rrWe to -the Authority HavIng Jurisdiction for
approval ba5e0 on.dhiseva.luatjon combined witlisupporting.dma for the -prepared roof coming.
5.6 Allowable Roof Lovers-
. ............ . ...... .... .. ------------------------- - - - --------------- -
TABLE1. RooF COVER OPTIONS
. ......... ... ...........
FKSer[jort: 150]. 2 1507.3 1 50z:q and 1507.5 1507,7 4507.8 and 1507.9
metal Slate or Wood
Clay and Concrete Tile
i Asphalt.
Underlayment Shingles Mecbapical Adhesive- panelsShingles.
5late-TYPE! i Shingles Shakes
Attach Set ShinglesE
Yes. yes
OAF Extert d ed D ry-1 t i m. e rr F b r in z� Yes N I No Y(,5 yes Yes. Jjoi n-, sm ps. :qointstrips,
. . .... ....... .. ... ...... ..... .. . ........ . ............... ....... ...........
0 Yes: Yes
N No N 0 No
Ba5e/PIVSheet
.................. . J- . ... .............. . . ...... ...
Yes Yes
StorniGuardO.Film-SurMced Le:Lk.
Y�, 0M StTrpi �Jorn i strj��.
Nu N C., Y�� Yes yes
Barrier
Yes Yes
WeathuWatch'l M i 21 era I - S Uri a'. e
(joint svip'Sr J91 nt strips..
Yes NO N 0. • -No No
Leak. Barrier
T.... -------
beck-Armory P remi u; i i B r i. a b i� Yes N o No. Yes Yes Yes. No N o
Roof D e ck - Protect ioj)
........... . .. . ... --------- -- --------- -
Fel t B uste r- Sym h el ir, Ru-6 i :i F eia VmF, .,q�! NCB N o No No No N 0
ShIngle-M06' Roof Oecb.
r.
No N a k N. No Na
Protection
Tiger Paw" Pferriitrm Roof D&cri
yr-S N ri 1 No Yes yes Yes No No
protection%
Ve r5a 5 hi eld'; Fire -Resistant Roof
Y es I clfv r r, Na I No .40 I No No
Deck Protection
-- ---- - ------------ . .....
Ye
Ruberoid' Moo G 4n. ki; No No.
No No
r. ....... ....... .... ... . ...... . ........ ......... .....
R.0 be f.Q i d Mop G rano li� R, NU No N 0 Na No
See 5.&
NiEm.o ETC, 1-11C Evaluation Report 015 06.04. 08-1322
Certifiro re JfA u 0i of rzo r;n ni
GAF Roof Urid erlaVpTients, Revision 22: 06/m/2021
page Of 9
ONEW1.0jetC.
516A Adhesive -set is limited to:use of following underiayrrient/ tile -adhesive combinations..
TABLE 1A: ALLOWABLE UN DER LAY MENTTILE-ADHE5IVECOM91NATION51
Underlayment
Adhesive
RuberoiV Mop Granule; Rube:rard" Map Grariole YR I Dupont "-file Bond.0' Roof Tile Adhesive"
5:7 Allowable Substrates:
Florida Product Approval
FL22525
TABLE 2: '5U35TRATE 0PTI0NS FOR ADHERED UNDEALAYMENTS
Underlayment pplica Ation Primer Substrates
GAF Extended Dry -In Membrane � ._��f adhering None f plywood
Liberty" SBS Seff-Adherrig Bas0Ply Sheet
StormGuardl Film -Surfaced Leak Barrier self -adhering j s-r!M nal} pi wood
Weather Watch"' fvtsneral=Surfaced Lraak Barrrer ;
...._......_...... ----1.__.. _.__-.-__-.-.._._ __----- ..------
Liberty- WS Self -Adhering Base/ply. meet
StormGualde: F4nrir unccLd 1-call Barrfer seli-adhering s Noi[e. ASTM D226 Nit, Type 11
._._........_.-_.......... -' —._......-...._..--'-_..._-.-._._..-..._._.....-.. -. --_ . - .
Weather Watch" jviinera]•Surfaced te.a:e Fi�cri4r
!
Liberty" SBS Self-AdhQncr.g.f3ase/ply sheet
metal (fIashiIhg metal,.vaIIey metal,
StounGbardl Film -Surfaced ieai: Barrier N Wy self -adhering ASTIM Q41 etc.)
'
Wc!ather Watch' ivki ,e'�i-SUirfacs:-1 ! eak Harrier
Rubero d, Map & ariuiE
__..-.___-• ? hat asphalt A5TM.D41 strucLural eoncrete
Ruberoid" Mop F.R
Ruberaid" €vsofj G!'r0Lj:'V. GAFGLAS'� 430 Ultima'"' Base Sheet
��......................_...-..--.............--...............-. hotasrhalt Nprie
Ruberai0l, lvlop G-3nul<< FK 7 I j' or Rubergid" 20 Smooth I
5.8 Attachment Limitations:
5.8.1. For usq under rnechanically.attati7ed NON -TILE prepared.roof coverings,:attathment shall be in accordance with
the manufacturer's.instal.lat[on instructions, but — formechanicalfy attached.underlaymerits or base sheets - not.
less:.than FBC'1507.1:1..or 8905:1.1,
5,812 For use. uif&!r Lile roof systems', attachment shall he in accordance with the%: rn6jrufacturQr's installation
instructions, Out • f*r rnechanicail.y attached base 5.heets . not lesw than:
FRSA/TR1 Horido High Mend Concrete and Cfay Roof 7"ire irlsloflat•inn Manuol, Sixth Edition, Appendix A,
1-ab!e 1 jor'1 Two, Ply Asphalt Applied Hol Map Underl.ayrrlent]
❑r
v' Section 5.8,3 herein Kor.other underlayment.systents).
5.8.3 Wind Resistance foi.: Underlayrrient Systems. j6 TileeRaof Applications:
The f6lowing.'wiif: , uplift Irrnitatioiis apply to uniderlayment systems that are.not prescriptive in the FRSAfTRI
Floridu.High Wind Concrete and C;luy Roof'Tile.. lnstaiiation MCanuol, Sixth Edition. The Maximum Design Pressure.
Is the rc!suiL A:. tc5:+ne, fui wirid ioid !i i;istdrlce. llased on alIowa ble wind loads; and reflects the ultimate passing
pressure divided !;y 2 (ehK� 2 to ._ t;largirrof safety per FBC 1504.9 has already been applied).
5.8.3.1 Direct-to-D.ec.lt-
The maximum :desi.gil pi'essure fur the selected :asselrliai.Y Shalt meet or.exceed that 'required under I'MA9111.
Florida Nigh Wind Concrete ond.Clay Roof Tile InstaUatian'Manua), Sixth.Edition, Appendix A, Table lA or the
critical (I,ighes.t):design pressure deter.rnined in.accordance with FBC 1609 or FBC Residential -Chapter 3.
Refer, to Tile Prf7rrufuc'.a r'• 00% A dr?es;Lr-4.L,,,rfu;actrurr`t Ftorrdv arc'diftApprt uIjor 0verrominq Moai0tResrstarice Performance.
Nkiva ETC. UL Evaluation Report 01506.04.08-1122
Cetrf+co re afA u th orizu inch 432455 T. t.;:::: i..; :.. .•r: ;':';:.i: :.... .;::�FL10G2G-R22
GAF Roof Uncteriayrrit-IMS Revision 22: 0616j2021
Page 5 of 0
ONEMOjetc.
#1 Maximum Design Pressure = -442:
Deck: COim 2,5.00 psi structural concrete to meet project requirements to satisfaction of Authority Having
lirisdiction
Base Sheet: .'GAFGLAS #15 Base Sneet, TO -Ply #75 Base Sheet, GAFGLAS 480 UItima Base Sheet, GAFGLAS Ply 4,
Tri-.Ply Ply 4 Qr GAFGLAS Flex Ply 6 applied in full mcip.ping of ASTM D312,.Type IV hot asphalt at20
to 2.5 lbs/square.
Cap Sheet: Ruberoid' Mop Granule or. Ruberoid6 Mop Granule FR applied. in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 lbs./squa.re.
5.8.3.2 Mechanica�hed Base Sheet:
The maximum design pressure for the selected.assembly shall meet or exceed that required under FRSA/TRI
Florida hfigh.in/ind Cdncnr w ar:l ? ClavRoof 'fide hisrolltarion lVMonuad, Sixth Edition, Appendix.A,Table .1A or the
critical Ihighc:.t:t) dtc —,:gri pre_,.Yei er dele-rmiried En aecordarice witfl FUC 2609 or FBC Residential Chapter 3.
Allernotiveiy, t.ie. ,' aximur t ,ir,-s F;ri p;e,surr: for thc- selectes! .w;so TEhly.:sha11 meet orexceed at least the Zone 1
design pressure deteririiried in arcordance with FBC 1609 or FBC Residential Chapter 3. Elevated p.ressu.re zones:
shall employ an artaOinent density designed by a qualified design 0rofesslonaI to resist the elevated pressure.
criteria.. Commonly used methhds. are ANSI/SPRI W©-1, FM Loss Prevention Data Sheet .1-29 and Roofing
Appkation Standard RAS 117. AsseMblies marked with. an asterisks` carry the limitations set forth in Section
21.1a.1 of FM E oss Prevention Data Sheet 1-29 (February 2020) for.enhancernents.
42> fVlaximum L�,psii;Ei_Fressure =-4<5_.psf.
Deck: IAIri. 19/32-inch p.1ywood tomeet project :requirements to satisfaction. of Authority Having
ttiri5ClE�tls:;n.
Rase Sheet: '�AFULAS` #8U Llitln4aBase Sheet or Ruberoidw 2U Smooth rnecha.nically attached. with 12 ga.,
ruin. 1.25-inch long ring shank nails through 32.ga„ :175/8-inch diameter tin .caps spaced 9 'Inch o.c,.
at the min.: 4-inch wide side laps and 9-inch o.c. at two =aj, equallyspaced; staggered. center rows.
En the field of the sheet.
Cap Sheet! Ruberoid" Mop Granule br R u f eroidI Mop. Gra FR applied in full mopping. of ASTM D312, Type.
€1t hot a.sphalt.at2❑ to 25 1bs/square.
43 Maximurn._17.�srf pret5Ure .-75 psf.
Deck: N i!n„ 19/32 inch piywood to meet project requirements to satisfaction of Authority. Having.
Base She :: Czi3.F[ t;,15' ir80 i.;l swiss '" 9=asp sfiL, t Ear ROwroidP" ]_U Smooth. mechanically attached with 12 ga.,
'tTEini l..l5-inch iar; : rinY 5honk.nads through 32ga.,: 1- 5/8-ineh diarneter tiri Baps spaced 8-inch o.c.
a.1 thu min. 4•inch wide: side laps ansi 8-irrch ox—at three (3), e.qual.lyspaced, staggered. center rows
in the. field of the.s'ieet.
cap Sheet: NuUeroid'' Mop Granule or Ruberoid''` Mop•Granule FR applied in full mopping of ASTM D312,Typie
IV hot as.phal.t at.20 to 25 Ibs/square.
#4 _Maximurn,-Desie f.r ssure.__;975_ sf:
Deck-,m Mm. 19j'32-inch plywood to meet project requiretiients to satisfaction of Authority Having
Base Sheet: i>.Fi:i.i.AV 1160 Uluma7` Base Sheet o= Ruberoid`,ZU:Smooth mechanica ly attached with. 11 ga.,.
min..1.2.5-inch bang rang shank nail., through 32 ga., 1-5/8-1nch.diameter tin caps spaced 4-inch o.c.
at.the min. 2-inih wide lido laps.and 4-inch o.c,.at four' [4),:equally spaced.renter rows -in the field
of the sheet.
Cap Sheet: Ruberoi&' )'flop Granule or RubefoiP Mop. Granule F.R applied in full mopping of ASTM! 0312,.Type
N hilt asphalt.at 70.to 2S €t:s/sq:jare:
NE=r O ETC, I.i.W Evaluation Report 01506.04.MM
Cert jfrate ajAi+r7toN[friplr 9324.55 .. ..::?.•: �;.�:.. FL10626 All
GAF Roof Underlayments Revision 22'. 06/09j2021
Page 6 of 9
ONEMO.Jetc.
5.9 Exposure Lirnitatiorss:
TABLE 3: EXPOSURE.LiMITATIONS
Prepared Roof Cover Maximum
Underlayment Exposure
Installation Type
(days)
Deck-Armdr'" Premium Breathable Roof ❑eck Protection, FeltBuster" Synthetic
Roofing Feit, Shingle -Matt;= RooF D 'Ck Pr.01,e<tidr . StOh315afa ". Anch6r.5heet, .Tige.r
Paw"' Premium Roof beck Protertion, Vice ,aSir:eld' Fire -Resistant Roof heck Mechanically attached 30
Protection, Liberty" SIBS 5,�1t-A"9r irig 13a.sr jS•'r j.5;zeet, 5tbh11G lardy' Film.,Surfaced ?
Leak Barrier and We ather;i:,tt: VI: rx°ral, Sur':i:;Q;i I.u,�k.Barrier
GAF Extended Dry. -In Men-flrr.jr.v Mechanically jttache.d 180
-----....... _... _................... ................... ...... ......... ..... ._._.... ...... ------------- - ......
_.-._�.
Ruberoid°' Mop Granule rt:}d.Fttaherciid''' {V1c�p:iSranuii: FR
r A.dlips ive-set the roof system ISO
Mechanically attached UNLIMITED
5.10 Tile Slippage: thliitations .When Ioad.irig roof tiles on the underlayment 1n direct=deck tile roof assemblies, the
maximum} roof slope shall be as follows- These slope lingitations can -on ly be exceeded by using.battens during
loading of. the roof ti;es.
TABL( 4: TiLE SLIPPAGE LIMITATI0N5: FOR DJ R EarD ick TI LE iNsuii_ATIONS
Underl.ayr'nent TiIF Profile Staging Method Maximum stag
Fist Max. 1©-tile stack. I 4<12
. _..-...-.........................-....... ............. ..._..... _.... Y - ._..._.__..-._...._.._ m-_.. ..m.. _..
Rubero.idT Mop. Granule i Flat IVlax. G fife stack i4 aver, 2) 5:12
... ..... .... ......-........ _.._.....
Lugged t Max.10-tile Stark 5r12
.............
Flat Of Lugged Max. G-tile stack (4 over 2) 5,12
Ruberoid® Mop Granule: FR �.-_ ..__ ..._......_..._..__.._
1 Lugged Max.10-tile stack 4:12
6.1 GAF Roof Underiaympnts srlalt hC, insralled Jn.aawddrlce with GAF published installation instructions subject to
the:Limitat:unt. %Tet lt7oh io S.-c iu�l 5. : Poclf ics ru;te'C7.i]elpS k"
&2 Re -fasten any Ic�o C' fli'E:litl}� �S fi:i.'i , {ill: ('dock fw protruding nail heads. Sweep the Substrate thoroughly to
remove any dust and L1etil is:pr or. to.application and primethe:substFate (if applicable).
6.3 Deck-Armor".Prernlum Breathable Roof Deck Protection ar Tiger Paw"'Premium Roof Deck Protection:
6.311 Shall be installed in win pil a PcE With requirements for a synthetic underla.yment in FBC 1507.1.1.1(2,. Exception)
or 1507.1.1.1(3; Exception) Or. FBC Residential H905.1.1.1(2, Exception] or R905:1.1..1(3,. Exception) for the type
of prepared roof coy+r•ring ta.be'insta1led, and the manufacturers installation instructions. FBC requlrementstake
precedene,,e over the maflufa.rturer's iristalladon instructions..
6:4 FeftBuSte r'"' Syntheti.,; Roofing. Felt:
6A.1 Shall be instalir:d in ccrnipliaiice wairreuuirerrlents for a synthetic underlaymeAt jn F9C.IS07:1.1.1(2,.Except ion),
1.507.1:1.1(3,. exception) or 1501.1.1.1(5) or FBC Residential 090S.1.1.1(2, Exception), R905.1.1.1(3, Exception}
or R90S:1.1A(5) foF thc5 type of prepared roof. coveringto be instalied, and the manufacturer s. installation
instructions. FBC requirements take precedence over the. manufacturer's installation instructions.
NEI o rx, L'. ' EyaIuaticn Report 01506.94.08-1122
Crrii(itafe o(Authorrto[refr.N37+F5.i :Aj :, FL106Z6-R22
GAF Rnof Ahnderlayments Revision 22; 0610912021
Page 7 of 9
ONEMOletC.
6.5 5torm5afe'" Anchor Sheet:
6:5.1 StormSafe'r'' Anchor 5lieet is lirnitr-'d tv•t€se a5 a rnechanically.attaOO,lbme layer in 2-ply underlayment systerm.
6.5.2 Shall be instailed.in .wrrrpllance with requirements fora synthetic underlayment in FBC 1507.1.1.1Q, Exception)
or 1507.1;1.113, Exception} o.r FBC Residential 1190S.1.1.112, Exception}.or R905.1.&:1[3, Exception) for thetype
of prepared roof coveringto be installed,, and the manufacturer's installation instructions. FBCrequirements take.
precedence over the manufacturer's installation€ in5tmctibns..
6.5.3 One the saint° day, install Lilserty .SBS Self -Adhering. Ba5e/r ly; 5tormGuard' Fiirr-Surfaced. Leak Barrier or
Weather.WOLr-1 ` IVIMOr.,r€-Scrlalreti Wilk Rso-rier laver rhe. StorrhSofe" Anchor Sheet.
6.6 5hingie Mate Roof Deck Protection:
6.611 Shall be installed irr compliance with require.rnents:fpr an.approved mechanically atta.ch.ed:underlayment (A5TM
D226, Type.i1) 1,n FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering
to be installed, trnd the manufacturer's installation instructions, .1=BC. requirements take:precedence .over the
manufacturer's rnstallatEQn.instruct€rsns..
6:7 VersaShield.a Fire=Resistant Roof Peck Protection:
............
6.7.1 Shall be inst@l4,-o ill calnpllu-irjCt With Cr-QulremerRs for an approv4d mechanically attached underlayrnent (A5TM
❑6757) in FOC'rable 1507.1.1.1 or FBC Residential Table R905.1,1.1 forthe type of prepared roof covering ta.be
installed, and .t:he rrianufwurer's installation instructions, FGC rerquirements. taste precedence over the
rnarrufacturer's I s1:aIlau0rL irts:rucl:lOr*-
6:8 GAF Extended Dry-ln Membrane, Liberty+,r SBS Self -Adhering Base/PlySheet, StorniGuard`' Film -surfaced Leak.
Barrier or WeatherWatcWl Mineral=Surfaced Leak Barrier:
-- .-......... - .. - _ ...-.-...-_......_....-.....-._..... _...-...... - - - ..— ..... .....
---- �..--........w._ _...
Ii.B.T Shall be Ilistailed in 1:ool.plial:ce with reruirerrrenis for:an approvad se. lf=adhering underlaynient (ASTM D1970) in
F13C 1567.1.1.1:4r .1S07.1.1.3 ul-. FOC Residential R905.1.1.1 or R905.1.1.3 for the type. of prepared roof covering
to be installed, oars d:reA nranafaCturet''s trt5tr;€latiuII iizstructions..
6.8.2 Back -nailing is regEiired. Back-na3iiing �h-@0 consist of Approved cap`.nails spaced 18-inch o.c., encapsulated within
min. 4-Inch side laps.
6.8:3 When instal led. over a mechanically attac} ed, FBC Approved. ASTM D226 Tyipe II felt,. the felt shall be fastened in
accordance with FBC 1507.1.1 or 005.1,1.
6:8:4. GAF Extended Dry-3n 1111ern bran 6, Liberty" SBS:Se1.f7Adhering Base/Ply Sheet, StormGuar& Film -Surfaced Leak
Barrier or VV(1atherWatcW' Mineral -Surfaced Leak Barrier may be installed as a.secondary water barrier using
minirnurrr rI -Ini:n wid<• rofls to _ea€ p yvyuod dechj; ,ints.ar €or to inz;ta3latlonof the prirrlary.underlayrnent system:
679 Ruberoid Mop. Granule; Rube..rold� Mdo Granule F..R::
._.--._......._............._:.__:.._...::..—.-..—.-..—...-- --�..�.. _ ._._._.... -
6.9.1 Shall be installed iif: compliance voth.requirements as ari alternate to the. "Hot Asphalt Applied Cap Sheet" in the
"Two Ply System` in the FRSA/TR1 r1.orlcla High Wind Concrete: and Clay Roof Tile install-atiall Manual; Sixth
Edition, arid .the manufacturer's installation instructions.
6-9:2 Refer to:5ectiur, %iL8 f,t rz:irr for at':rchmtnt limitations,
6:9.3 Referto Table q for file stagingli;niturti�ris.
N.'�MQ LTC, LU:
ca�iifrcpte'of A o oo, iz,, rmr,.1l 12L� i
!aAF Rout. i1nderfayrrfenTs
Evaluation: Report01506.04.08-R22
FU0626-R22
Revision 22-1 06/09/2021
Page a of 9
(M4. N EM0 J.etc.
MN I
As required by the. Bu ildi rig. Official or Au t iority Having Jurisdiction to. properly evaluate the installation of this
pr6duct.
Contact the n a rned QA entity for m F.m covered by FAX. Rule 61G2.&-3.QA requirements. Re.fer
to 5ection 4 herein For products and production locations having' met codified material. standards,
UL,. LLC. — QUA9625; {41.4) 248-6409; ka ren. buchm a n n u.I. corn.
END OF EVALUATION REPORT -
Evalwtidn - Report 015 0 5. 04- 08-R21
r00626-R22
GAF R60 UrjderjaVmenU Revision 22: 06/0 912 021
Nge 9 of 9