HomeMy WebLinkAboutINSTALLATION GUIDE - SUNLAST METALFILE COPY
V
CGS NED
. n
1� 0
5=w
ST. LUCIE COUNTY
REVIEWED FOR CO'
REVIEWED BY
PLANS AND PERM UST BE KEPT ON 308
SITE OR NO INSP TION(S) WILL BE MADE
212� SW Poma Drive; Palm City, Florida 34990 0 772-223-4055 Phone 0 772-781-7492 Fax
www.sunlastmetal.com 0 salesgsunlastmetal.com
§unlastMetal
(772) 223-4055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
FLASHING / TRIM METAL DETAILS
RIDGE CAP (NOTCHED)
RIDGE CAP (HEMMED)
5-1/411
ii 3/411
1/4"
Closed Hem
S.O. = 12"
S.O. = 11" (Must Use Closures)
HIP CAP
VALLEY
5-1/41'
47-77
9 9
3/4'
S.O. = 12"
S.O. = 20"
SIDEWALL FLASHING
ENDWALL FLASHING
4„
i
4"
3/4"
L 411—I
1/4"
S.O. = 9-3/4"
S.O. = 9-3/4"
SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
§unlastMetal
(772) 2234055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
FLASHING I TRIM METAL DETAILS
EAVE DRIP (DRIP EDGE)
BOX GUTTER (6" STANDARD)
i
3
3/4"
2-1/2"
1"
6"
511
�1
311
6 -I
Standard = 3"(S.O. = 6")
I
S.O. = 23-1/4" (Standard)
i
GABLE RAKE
i
PEAK / HIGH END FLASHING
�I
�i
3/419 ��
2-t
1/2"
1/4" Closed Hem
5„
o
3-1/4"
I
1/2" (Cleat Receiver)
i
S.O. = 7— 7/8" to 8 1/2"
S.O. = 10-3/4"
i
GAMBREL FLASHING
TRANSITION FLASHING
I�
611
s°
6"
1/4" Closed Hem
i
6"
3/4"
S.O. = 12-1/4""
S.O. = 12-3/4
SEE �UNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
10. R
Trim
Rake
13.
Trim
§unlastMetal
(772) 2234055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
INSTALLATION SEQUENCES - CONTINUED
Trim - Install the Rake 11. Peak Trim - Install the Peak Trim 12. Ridge Trim - Install the Ridge Trim
the panels along all Gable over the panels. over the Panels.
Nall Trim- Install Sidewall 14. Side Wall Trim (Rear View)
the panels.
16. End Wall Trim - Install End Wall
Trim over the panels.
SEE SYNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
1.
ma
4. V:
Trim
from
7. Ridi
Trim o,
and va
h/ t Meta/
aas
! FFICE: (772) 2234055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
ire Barrier - Install
Barrier according to the
urer instructions.
Trim - Install the Valley
r the Eave Trim, working
Eave to the Valley Peak.
brim - Install the Ridge
the Hip Trim intersection
peak.
INSTALLATION SEQUENCES
2. Fascia Trim - Install the fascia trim
along all eaves and rakes.
5. Metal Roof Panels - Install the
panels over the Eave and Valley Trims.
Do not install panels where the trim
laps under the panels.
8. Transition Trim - Install the Transi-
tion Trim over the low slope panels and
moisture barrier.
3. Eave Trim - Install the Eave Trim
along all eaves lapping over Fascia
Trim.
6. Hip Trim - Install the Hip Trim over
the Metal Roof Panels just installed.
9. Metal Roof Panels - Complete the
panel installation - installing the high
panels over the Trim Transition and the
remaining exposed locations.
SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
I
§unlast Me11 t
FFICE: (772) 2234055 TOLL FREE: (877) 8-METAL-6
1
1
M
4 Use two tape measures, on at the ridge
and eave ends of the Square Reference
Line and measure out 1 foot past 3 panel
wide, or up to a maximum of 10 feet.
Then hammer another temporary nail at
the eave and run a chalk line to the ridge
at the same length.
C
D
21 31 41 51 61 7
O
O
y
I �
r
O
'o
Im
a
/
FACSIMILE: (772) 781-7492
91 10
21 31 41 51 61 71 81 9
5 Check for square by measuring the
distance from each installed panel edge to the
chalk line at both the eave and ridge. If the
measurements do not match, then the
installed panels are not square and need to be
adjusted. Be careful not to cause oil canning
when attempting to adjust panels.
1
11 2
SEE SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
§unlastMetal
(772) 2234055 1TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
1
1
3
2 Using two tape measures, locate Point C
by hooking one tape measure to Point A
and the other tape measure to Point B,
then extending both tape measures until
they cross at the 4ft and 5ft increments
(shown here). Then place a temporary nail
at this intersection. I--
Establish a line from Point A to Point B
by temporarily marking each point with a
nail. The line must be parallel to the eave
and in this example 3ft Long (This is the
"3" side of the 3... 4... 5... Triangle).
Connect a chalk line to Point A's nail
and then pull it to Point C's nail. Then
mark your chalk like on the roof deck.
This is your square reference line for
your panel installation.
NOTE:
For larger distances just multiply each
side of the triangle by the desired size.
For instance if the Eave to Ridge height
is 25ft then multiply each side by 6 to
get an 18...24... 30— Triangle.
X
O
O
y
r
O
V
M
SEE SYNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
§unlastMetal
(772) 2234055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
GENERAL INSTALLATION INSTRUCTIONS
The infoprmation provided are suggested guidelines and not intended to cover all applications or building requirements. It
is the iesponsibility of the designer/installer to ensure that this information meets particular building conditions and/or
code re quirements. It is also the responsibility of the installer to ensure that all OSHA and/or other regulations are
unders ood and upheld. Sunlast Metal will not be held liable for any claim which arise out of handling or installation of the
GENERAL
PANEL INSTALLATION
There ,'re three main measurements that are critical when installing metal roof panels: the length required at the eave,
the pe ' k end and the amount of panel lap (if required). In each case a certain measurement is required. Check each
measu ,;dement to ensure panel placement gives you the distance required at the eave and peak. In most cases, any
varianqq,,�� can be taken out at the eave or peak. Insure that the structure is square and true before beginning panel
installation. If the structure is not square, the panels will not properly seal at the side -laps. Start the first panel square to
the ea a by using the 3, 4, 5 Triangle Method (See Below). Green or damp lumber is not recommended. Moisture
released from the damp lumber may damage the metal panels. Nails installed on green or damp lumber may back out. If
you wl h to pre -drill fastener holes, use a cover sheet to prevent hot shavings from sticking to the metal panels. For best
resultslj use a fastener with a Weather Seal Washer. Drive fastener so that the washer is compressed securely against
the meal. Do not overdrive the fastener as this will cause a dimple to form, which will collect water and cause leakage.
Overdr, en fasteners will also increase the amount of oil canning that is present in the metal roof panels. Do not leave
any fa T' leners that missed the substrate or have stripped the holes. Either use #14 (Goof Screw) or completely fill the
hole w {h sealant to prevent leakage. Remove any loose shavings left on the roof immediately to prevent corrosion or
rust. A Ier installing the roof system, remove any debris such as leaves or dirt to prevent moisture from getting trapped
on the banels.
TRIANGLE METHOD
Es ablish a line from Point A to Point B by temporarily marking each point with a nail. The line must be parallel to the
ea e. In this example, we are going to determine that this line is going to be 3 feet in length (This is the "3" side of
theTriangle). NOTE: For larger 3, 4, 5 Triangles - multiply each side of the triangle by the desired increase in size.
For example, if the roof panels are 25 feet from the Eave to Ridge, multiply each side by a factor of 6 for an 18, 24,
30 Triangle. Obviously the shorter the vertical length of the triangle is, the better accuracy you will have when squar-
2. Using two tape measures, locate Point C by hooking one tape measure to the nail at Point A and a second tape
me��sure at Point B. Extend the tape measures until they cross and meet at 4ft on the Point A tape measure and 5ft
on the Point B tape measure. Then place another temporary nail at this juncture.
3. Hoj�lk a chalk line onto Point A and pull it in line with Point C and then mark you chalk line on the roof deck. This will
be your square reference line for the panel installation.
4. Ma �k chalk lines parallel with the square reference line out ahead of the panel installation so that panel square can
be hecked as the panels are installed. Suggested line spacing is one foot beyond 3 panels wide or about 7 feet.
5. Ch, �ck for square by measuring the distance from the installed panel edge to the chalk line at both the eave and
rid 'e ends. If the measurements match, then the installed panels are square, if not, adjustments must be made to
brif g the panels back to square. NOTE: Please take care when attempting to adjust for square. If completed improp-
erll then oil canning will become present.
6. Seo'the following pages for a step-by-step process.
SEE SPNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
n
Punlast Metal
(772) 223-4055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
FASTENER PATTERNS
"5V Crimp" Panel
Typical Panel Profile View
Nominal 12" o.c. I Nominal 12" o.c.
'Fastener Spacing
Across Panel Width.
#10 Hex -Head Screw with WSW
.Spaced 12" across the Panel
Panel Fasteners -
#10 Hex Head
15/32" or greater Plywood, or Insulation 3" maximum
- Wood plank
TABLE "A"
METHOD 1:
METHOD 2:
Design Pressure:
- 50.5 PSF
-106.75 PSF
Row Spacing:
16"
8"
Fastener Spacing:
12"
12"
11 SEEI11SUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE III
k
§unlast Metal
IFFICE: (772) 223-4055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
INSTALLATION REQUIREMENTS
METAL PANELS: 26 Gauge (Standard) or 24 Gauge
INSTALLATION METHOD: Refer to drawings on Page 7
ROW SPACING: Refer to Table "A" on Page 7
(Along the length of the panel)
FASTENER TYPE: Hex -Head Wood Screw with WSW
FASTENER SIZE: #10 x 1-1/2"
FASTENER CORROSION RESISTANCE: Per FBC Section 1506.6 and 1507.4.4
FASTENER STANDARD: Per ANSI / ASME B18.6.4
FASTENER SPACING: Nominal pattern of 12" O.C.
Along the row, across the panel profile & at top of
corrugation peaks.
MINIMUM FASTENER PENETRATION: Through bottom of support - minimum 3/16".
PANEL RIB INTERLOCK: Lapped
FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
§unlastMetal
(772) 2234055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
HANDLING & STORAGE SPECIFICATIONS
The in )rmation provided are suggested guidelines and not intended to cover all applications or building requirements.
It is th responsibility of the designer/installer to ensure that this information meets particular building conditions and/or
code r quirements. It is also the responsibility of the installer to ensure that all OSHA and/or other safety regulations
are un erstood and upheld. Sunlast Metal will not be held liable for any claim which arise out of handling or installation
of the , iaterial.
ERSONAL HANDLING
When andling metal panels care should be taken to
protecl the panels from scratching or abrasion. Pulling
panels across one another may cause scratches to the
surfac film. Individual panels should be carried vertical
to the round to avoid bending the material.
MECHANICAL HANDLING
A for
bundl
distrit
the fc
ensue
when
weigt
1�
end elf
If metc,
remov
storag
is not I
ensure
store
mated
surfac
from u
SEE
I or crane can be used to handle unopened
, but care must be taken to ensure equal
ion of weight across the entire panel. Spread
lift forks to their maximum width in order to
equal weight distribution. Use of a spreader bar,
sing a crane, will enable equal distribution of
Cable supports should be avoided at all costs.
ECTING & STORING
should be left in a secure location to avoid the
ty of theft. To protect the metal panels from
conditions it should be tarped (non -plastic
and stored at least 4" above ground with one
fated slightly higher to allow moisture to run off.
panels become wet, they should be individually
i from the bundled stack and dried. Prolong
is not recommended. If immediate installation
)ssible, additional care should be taken to
:hat rust or watermarks do not develop. Do not
eet metal roofing materials in contact with other
s that might cause staining, denting or other
damage. Store sheet metal materials away
;ured concrete or masonry.
FOR CURRENT INFORMATION
PANEL INSPECTION
All material should be inspected upon delivery. Any
damage or moisture intrusion should be reported to a
Sunlast office representative within 48 hours and
notated on the Delivery Ticket.
FIELD CUTTING
Some field cutting and fitting of pre -manufactured
panels is to be expected. Minor field corrections is
considered normal operation. Always cut one panel at
a time. For small cuts, hand-held shears (tin -snips) can
be used. For best results an electric shear may prove
useful. After cutting metal panels, ensure that all metal
shavings are removed from the panel before installation
to avoid rust stains, which will void the warranty.
FASTENING DETAILS
The use of proper fasteners and installation procedures
is an important factor in the overall appearance and
performance of the metal roofing system. When using
metal fasteners with weather seal washers (WSW), be
sure that you do not over tighten - causing the sealing
material to extrude beyond the edge of the washer.
Also, not tightening the fastener enough will not allow
the proper compression of the washer to seal the
penetration.
SUBJECT TO CHANGE WITHOUT NOTICE
C
N
§unlastMetal
: (772) 2234055 ' TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
GENERAL PANEL DESCRIPTION
PANEL NAME:
PANEL MATERIAL:
PANEL THICKNESS:
PANEL WIDTH:
PANEL RIB HEIGHT:
YIELD STRENGTH:
CORROSION RESISTANCE:
COATINGS / FINISHES:
OPTIONAL STIFFENING RIBS:
24" Maximum -Net Coverage
Key West Series (5-V Crimp)
Steel
26 Gauge (Min.)
24" (Max.) Coverage
1/2"
40 ksi min.
In compliance with FBC Section 1507.4.3
ASTM A792 Coated, or
ASTM A653 - G90 Galvanized Steel
Galvalume Pluew/Additional Acrylume® (Mill Finish)
Kynar 500 FSF®
Striations Only (Flat - Standard)
FOR CURRENT INFORMATION
SUBJECT TO CHANGE WITHOUT NOTICE
§iinlast Mehil
(772) 2234055 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
TECHNICAL INFORMATION SHEET
1. Minimum Recommended Slope is 2:12. For slopes less than 3:12, refer to Florida Building Code
(FBC) section 1507.4.2 and/or FBC section 1515.2.
2. Support Type: Wood Deck-15/32" (min) or greater Plywood, or
Wood Plank (0.42 min specific gravity)
3. 5-V Crimp Panels are water shedding panels and due to their %" rib height, must be installed
over a completely waterproofed structure. If the waterproof membrane is mechanically attached
with metal fasteners of any type, fasteners should be covered to protect the under -side of the
metal roof panels. Any mechanically attachment device that does not lay flat on the deck will tele-
graph through the panels.
4. Underlayment specifications will be determined at time of estimate, but all underlayments will be
in compliance with FBC Section 1507.4.5.
5. Insulation is optional, but must comply with FBC Section 1508. When insulation is incorpo-
rated, fastener length shall conform to penetrate through bottom of support a minimum of 3/16".
General Insulation Details:
Type: Rigid Insulation Board
Thickness: 3" (Max.)
Density: 2.25 pcf (lbs/fe) min., or
Compressive Strength: 20 psi (Min.)
6. Panels are subject to surface distortion due to improperly applied fasteners. Overdriven fasteners
will cause stress and induce oil canning across the panel at or near the point of attachment. Oil
canning is not a cause for rejection of the panels.
7. For the proper fastener application, please see the Fastener Pattern section of this installation
manual. Fastener spacing across the width of the pane` are shown on Page 8. For fastener spac-
ing along the length of the panel, use the wind upload table on the bottom of Page 8 in conjunc-
tion with the local governing code.
8. For continuous panels over 30 feet, please contact Sunlast Metal for direction
SEE OUNLAST FOR CURRENT INFORMATION SUBJECT TO CHANGE WITHOUT NOTICE
uh/ast Meta/
(772)2234055 1 TOLL FREE: (877) 8-METAL-6 FACSIMILE: (772) 781-7492
TABLE OF CONTENTS
A.
Technical Information Sheet ....................................................
Page 4
B.
General Panel Description ....................................................
Page 5
C.
Handling & Storage Specifications ...........................................
Page 6
D.
Installation Requirements ....................................................
Page 7
E.
Fastener Patterns .............................................................
Page 8
F.
General Installation Instructions ...........................................
Page 9
G.
General Installation Order ....................................................
Page 10
H.
Flashing/Trim Metal Details ....................................................
Page 12
I.
Installation Details
1. Eave Drip (ED1-5V) ....................................................
Page 14
2. Box Gutter (BG1-5V) ....................................................
Page 1.5
3. Gable Rake (GR1-5V) ....................................................
Page 16
4. Peak Flashing (PF1-5V) ...........................................
Page 17
5. Gambrel Flashing (GF1-5V) ...........................................
Page 18
6. Transition Flashing (TF1-5V) ...........................................
Page 19
7. Ridge Cap - Notched (RC1-5V) ...................................
Page 20
8. Ridge Cap - Hemmed (RC2-5V) ...................................
Page 21
9. Hip Cap (HC1-5V) .....................................................
Page 22
10. Valley (V1 -5V) ..............................................................
Page 23
11. Side Wall Flashing (SW1 -5V) ............................................
Page 24
12. End Wall Flashing (EW1 -5V) ............................................
Page 25
IMPORTANT NOTICE
RE 'p THIS MANUAL COMPLETELY BEFORE BEGINNING INSTALLATION OF THE 5-V
CRI P (KEY WEST SERIES) PANEL SYSTEM. SUNLAST METAL DETAILS MUST BE
FOLLOWED TO INSURE APPROPRIATE WARRANTIES REMAIN IN AFFECT.
ALWAYS INSPECT EACH AND EVERY PANEL AND ALL ACCESSORIES BEFORE
INSTALLATION. NEVER INSTALL ANY PRODUCT IF ITS QUALITY IS IN QUESTION.
NOTIFY SUNLAST METAL IMMEDIATELY IF ANY PRODUCT IS BELIEVED TO BE OUT
OF SPECIFICATION OR HAS BEEN DAMAGED DURING SHIPPING.
IF T ERE IS A CONFLICT BETWEEN OUR ENGINEER'S EVALUATION REPORT AND
TH 'DETAILS IN THIS MANUAL, THE ENGINEER'S EVALUATION REPORT WILL TAKE
PRECEDENCE.
Installati 'ns contained herein were in effect at the time of this installation manual creation and approved for publishing. Sunlast Metal
reserves, he right to discontinue products or change specifications at anytime without notice. To ensure that you have the latest material
availableplease contact Sunlast Metal directly. Installation Details are for illustration purposes only can may not be suitable for all building
designs or conditions. All projects should be engineered to conform to applicable building codes and regulations. For complete
performa� ce specifications and any disclaimers, please consult your local Sunlast Metal representative.
II�
SW1 - 5V
#10 x 1-1 /2" Hex -Head Wood Screw
#110 x 1" Pancake -Head Wood Screw
Felt (Min.)
Plywood Decking (15/32" Min.)
Sunlast Metal, Inc.
DRAWN
Name JAR
Wall 1 - 5-V
Name D ASide
ENGINEER
Name JAR
SIZE
DWG NUMBER
SW 1-5V
Name ED AlA
SCALE 2:1
1 REV A I SHEET 1 OF
\_ J! AU
V1 - 5V
4"
(Min)
#10 x 1-1/2" Hex -Head Wood Screw WSW
FASTENING PATTERN - VALLEY
(5-V CRIMP)
0 x 1-1 /2" Hex -Head Wood Screw
utyl Tape Sealant
Closure (Foam)
30 Felt (Min.)
lywood Decking (15/32" Min.)
Sunlast Metal, Inc.
DRAWN
Name
JAR
Name D
Valley 1 - 5-V
JR
E GI R
Name
JAR
SIZE DWG NUMBER
Name ED
JR
/q
V1-5V
SCALE 2:
RC2-5V (HEMMED)
#10'x 1-1/2" Hex -Head Wood Screw WSW
FASTENING PATTERN - RIDGE
(5-V CRIMP)
0 x 1-1/2" Hex -Head Wood Screw
/2" Buytl Tape
utside Closure
Felt (Min.)
ng Sunlast Metal, Inc.
Rame JAR
Name ° JR Ridge Cap 2 - 5-V
ITUNUff—
Name ame JAR S�zE D G N BER
NE° JR A RC2-5V
SCALE 2:1 REV A I SHEET 1 OF
RC1-5V (NOTCHED)
#10 x 1-1/2" Hex -Head Wood Screw WSW
FASTENING PATTERN - RIDGE
(5-V CRIMP)
#10 x 1-1/2" Hex -Head Wood Screw
1 /2" Buytl Tape
Outside Closure
#30 Felt (Min.)
Decking I Sunlast Metal, Inc. I
Name JAR
Name D JR Ridge Cap 1 - 5-V
E R
Name JAR S DWG N MB R
Name ED JR A RC1-5V
TF 1 -5V
0 x 1-1/2" Hex -Head Wood Screw
1 /2" Buytl Tape
Inside Closure
ide Closure
Felt (Min.)
Decking (15/32" Min)
Sunlast Metal, Inc.
JAR TRANSITION
JR FLASHING 1 (5-V)
JAR evc RUDE_ um MOMS
e ED JR I A I TF1-5V
2:1I REV A I SHEET 1
GF1-5V
#10 x 1-1/2" Hex -Head Wood Screw
Inside Closure
Outside Closure
#30 Felt (Min.)
Plywood Decking (15/32" Min)
Sunlast Metal, Inc.
DRAWN
Name
CHEC ED JAR GAMBREL
Name
ENGWEER JR FLASHING 1 (5-V)
Name JAR I Sin DWG NUMBER
Name ED JR A GF1-5V
GR1-5V
#10 x 1-1/2" Hex -Head Wood Screw
1 /2" Buytl Tape
#30 Felt (Min.)
Plywood Decking (15/32" Min)
Sunlast Metal, Inc.
DRAWN
Name JAR
JR GABLE RAKE 1 - 5-V
JAR SIZE DWG NUMBER
JR A GR1-5V
REV A I SHEET 1 OF 1
vdiue cngineerea merdi iruurinq -
INSTALL DETAILS
Fastener: # 10 HexHead w/neoprene washer per Evaluation Report Specification
72w
TYPICAL ASSEMBLY PROFILE VIEW
Overlap
Page 4 of 4
• MFM Ultra HT Wind & Water Seal - Peel-N-Stick
(1.86 Square Coverage)
FL Product Approval # 11842.5
MIAMI-DADE NOA 13-1125.06
• 5V Crimp (24") Sunlast Key West Series
26ga Galvaldme Plus Finish
(Galvalume may not be U.S. sourced)
*** HVHZ APPROVED ***
FL Product Approval #21423.7
Field @ 16" o.c. (-78.5psf)
Perimeter and Corner @ 8" o.c. (-189.25psf)
,r.
�v
Unlast Meta/
Value Engineered Meta%,Rooting rAl
Product Evaluation Report
26GA 5 V CRIMP Roof Panel over 151321 Plywood.
Florida Product Approval #21423.7
Florida Building Code 2014 Per Rule 61G20-3
Method: I —D
Category: Roofing Subcategory: Metal Roofing Compliance Method:
Rule 61G20-3
HVHZ
Product Manufacturer:
Sunlast NleLal "
21204SW Poma Drive
Palm City, Florida 34990
Engineer Evaluator
James Biagi, P.E. Fl O'3Y467
1925 NE 45ei ST. #107
Fort Lauderdale. FL 33308
954-776-8004
Validator:
Locke Bowden; P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Evaluation Report'14
neh, �`:
FL#F3Yff,-47 S Aw
wr v
se AT. 'OF
� '4w
QR
(1 w'*••r•r` •��`V��`1\mow
DIVA
�l9rititli]I�t=..
"Page 1 of 4
ENGINEER
pus Drive
,party, N1 07054
766-3411
EVALUATE TEST
MEMO I etc.
Certificate of Authorization #32455
353 Christian Street, Unit #13
Oxford, CT 06478
(203) 262-9245
CONSULT CERTIFY
Evaluation Report 01506.04.08-1114
FL10626-R14
Date of Issuance:04/25/2008
Revision 14: 06/06/2018
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
co struction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E.1 for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
prc+ducts described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code
sections noted herein.
ON: GAF Roof Underlayments
NG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted
CoNTINUED COMPLIANCE: This Evaluation Report is valid until the named product(s) changes, the referenced Quality
Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Eva!;luation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the
pro uct(s), the Quality Assurance or the production facility location(s). MEMO I etc. requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in
adylertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its (distributors and shall be available for inspection at the job site at the request of the Building Official.
1.
2.
3.
4.
5.
Evaluation Report consists of pages 1 through 11.
cared by:
p -F
The facsimile seal appearing was authorized by Robert
:rt J.M. Nieminen, P.E.
la Registration No. 59166 Florida DCA ANE1983
%Fs�: •• "�'`
i Nieminen, P.E. on 06/OS/2018. This does not serve as an
„;•
electronically signed document.
fIFICATION OF INDEPENDENCE:
NEMO ETC, LLC does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
NEW ETC, LLC is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, 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
specifically for that purpose.
i
Lo
NEnno I etc.
COMPONENT EVALUATION:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the
following sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. '
1504.3.1
1507.1.1, R905.1.1 Exception
1507.1.1, R905.1.1 Exception
1507.2.3 / 1507.1.1
1507.2.4 / 1507.1.1, 1507.2.9.2
1507.3.3
1507.11.2
Wind Uplift FM 4474
Unrolling, Breaking Strength, ASTM D226
Pliability
Tear Strength
Physical Properties
Physical Properties
Physical properties
Physical Properties
2011
2009
ASTM D4533
2015
ASTM D6757
2016
ASTM D1970
2015
FRSA/TRI April 2012 (04-12)
2012
ASTM D6164
2011
ERD (TST 6049)
Physical Properties
�R3360.02.07-2-R1
03/13/2007
ERD (TST 6049)
Physical Properties
G12110.12.08
12/02/2008
ERD (TST 6049)
FRSA/TRI April 2012 (Slippage)
G34150.08.11
11/14/2011
ERD (TST 6049)
ASTM D6164
G40630.01.14-2B
01/07/2014
ERD (TST 6049)
ASTM D6164
G46160.09.14-3A
09/09/2014
ERD (TST 6049)
ASTM D1970
GAF-SC13285.03.17-3
03/01/2017
ERD (TST 6049)
ASTM D1970
GAF-SC13285.03.17-4
03/01/2017
PRI (TST 5878)
Physical properties
BRY-003-02-01
03/19/2002
PRI (TST 5878)
ASTM D1970
GAF-026-02-01
03/26/2002
PRI (TST 5878)
ASTM D1970
GAF-027-02-01
03/26/2002
PRI (TST 5878)
Physical properties
GAF-042-02-01
06/03/2005
PRI (TST 5878)
Physical properties
GAF-224-02-01
07/27/2009
PRI (TST 5878)
ASTM D1970
GAF-238-02-01
03/03/2010
PRI (TST 5878)
ASTM D1970
GAF-275-02-01
11/11/2010
PRI (TST 5878)
Physical properties
GAF-349-02-01
07/03/2012
PRI (TST 5878)
Wind Uplift
GAF-434-02-01
09/16/2013
PRI (TST 5878)
Wind Uplift
GAF-434-02-03
09/16/2013
PRI (TST 5878)
Wind Uplift
GAF-434-02-04
09/16/2013
PRI (TST 5878)
FBC 1507.1.1 (Exception)
GAF-818-02-01
12/05/2017
PRI (TST 5878)
FBC 1507.1.1 (Exception)
GAF-826-02-01
06/04/2018
PRI (TST 5878)
FBC 1507.1.1 (Exception)
GAF-847-02-01
06/04/2018
UL (TST 1740)
Physical properties
02NK22569
06/04/2002
UL (TST 1740)
ASTM D6757
1ONK11990
05/18/2011
Miami -Dade (CER 1592)
HVHZ compliance
16-1216.02
02/02/2017
Miami -Dade (CER 1592)
HVHZ compliance
18-0119.15
02/22/2018
ICC-ES (EVL2396)
IBC/IRC compliance
ESR-2053
07/01/2017
[CC -ES (EVL2396)
IBC/IRC compliance
ESR-2808
07/01/2017
ICC-ES (EVL2396)
IBC/IRC compliance
ESR-1322
01/01/2018
ICC-ES (EVL2396)
IBC/IRC compliance
ESR-3286
02/01/2018
UL, LLC (QUA 9625)
Quality Control
Inspect, File R10689 (BC)
06/27/2017
UL, LLC (QUA 9625)
Quality Control
Inspect, File R10689 (CA)
07/07/2017
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689 (GA)
02/02/2018
UL, LLC. (QUA 9625)
Quality Control
Inspect, File R10689 (IN)
01/10/2018
ETC, LLC Evaluation Report 01506.04.08-1134
ite ofAuthorizatlon #32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3421 Revision 14: 06/05/2018
Page 2 of 11
NEnn0 etc.
Entity _ _ Examination Reference
UL, LLC. (QUA 9625) Quality Control Inspect, File R10689 (NC) 03/14/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (OK) 06/20/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (ON, QC) 05/18/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (SC) 06/16/2017
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (TX) 05/24/2016
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (INDIA) 04/13/2018
UL, LLC (QUA 9625) Quality Control Inspect, File R10689 (LA) 04/23/2018
4.1 'Self -Adhering Underlayments:
4IIII ..1 Libertym SBS Self -Adhering Base/Ply Sheet is a smooth -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970.
4. .2 StormGuard® Film Surfaced Leak Barrier is a film -surfaced, fiberglass -reinforced, self -adhering SBS modified
bitumen roof underlayment; meets ASTM D1970. StormGuard® Film Surfaced Leak Barrier is also used as a
secondary water barrier to seal roof decks.
4..3 WeatherWatch® Mineral Surfaced Leak Barrier is a mineral -surfaced, fiberglass -reinforced, self -adhering SBS
modified bitumen roof underlayment; meets ASTM D1970. WeatherWatch® Mineral Surfaced Leak Barrier is also
used as a secondary water barrier to seal roof decks.
42 Mechanically Fastened Underlayments:
4J .1 VersaShield® Fire -Resistant Roof Deck Protection is a non -asphaltic, fiberglass -based roof underlayment and/or
fire barrier; meets physical requirements of ASTM D6757.
4 2.2 Deck -Armor"" Premium, Breathable Roof Deck Protection is a non -woven, spun -bonded polypropylene laminated
polyethylene scrim sheet roof underlayment, available in 48-inch or 54-inch roll widths; meets FBC 1507.1.1 &
R905.1.1(Exception).
4 2.3 RoofPro7m SBS-Modified All -Purpose Underlayment is a fiberglass -reinforced, SBS modified bitumen roof
underlayment; meets AC165.
41 .4 Shingle -Mate® Roof Deck Protection is a fiberglass reinforced, asphaltic roof underlayment; meets FBC 1507.1.1 &
R905.1.1(Exception).
42.5 StormSaWm Anchor Sheet is a'polypropylene woven fabric which serves as an anchor sheet in two-ply roof
underlayment systems; meets FBC 1507.1.1 & R905.1.1(Exception).
41, .6 Tiger PaW m Roof Deck Protection is a non -woven, polypropylene reinforced, polymer coated roof underlayment;
meets FBC 1507.1.1 & R905.1.1(Exception).
4 1 3 Asphalt -Applied Underlayments:
4i3.1 Ruberoid® Mop Granule is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
r13.2 Ruberoid® Mop Granule FR is a granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof
underlayment; meets ASTM D6164.
ETC, LLC Evaluation Report 01506.04.08-R14
,te ofAuthorizatlon #324SS 6- EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 3 of 11
i
Lev LlNcmol exc.
5.1 This is a building code evaluation. Neither MEMO ETC, LLC nor Robert Nieminen, P.E. are, 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 specifically for that purpose.
This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.9 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product.
5. GAF Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for
approval based on this evaluation combined with supporting data for the prepared roof covering.
Allowable Roof Covers:
TABLE
1: ROOF COVEROPTIONS
Wood
Slate or
Underlayment
Asphalt
Nail -On Tile
Foam -On
Metal
Shakes &
Simulated
Shingles
Tile
Shingles
Slate
Deck -Armor'" Premium Breathable
Yes
No
No
Contact
Contact
Contact
Roof Deck Protection
GAF
GAF
GAF
RoofProM SBS-Modified All -Purpose
Yes
No
No
No
Yes
Yes
Underlayment
Shingle -Mate® Roof Deck Protection
Yes
No
No
No
No
No
Contact
Contact
Contact
Tiger Paw' Roof Deck Protection
Yes
No
No
GAF
GAF
GAF
VersaShield® Fire -Resistant Roof Deck
Yes
No
No
No
No
No
Protection
Liberty'' SBS Self -Adhering Base/Ply
Yes
No
No
No
No
No
Sheet
StormGuard® Film Surfaced Leak
Yes
No
No
Yes
No
No
Barrier
WeatherWatchm Mineral Surfaced
Yes
No
No
No
No
No
Leak Barrier
Ruberoid® Mop Granule
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
Ruberoid® Mop Granule FR
Yes
Yes
Yes
No
Yes
Yes
See 5.5.1
1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance,
ETC, LLC Evaluation Report 01506.04.08-1114
,te of Authorization #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1134
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 4 of 11
LNi
,_'NEMOletc.
Allowable Substrates:
Direct -Bond to Deck:
✓ Liberty"' SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and Weather Watch®
Mineral Surfaced Leak Barrier self -adhered to new untreated plywood or existing untreated ASTM D41
primed plywood.
✓ Ruberoid® Mop Granule and Ruberoid® Mop Granule FR in hot asphalt to ASTM D41 primed structural
concrete.
Bond to Mechanically Attached Base Laver:
✓ Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatcho
Mineral Surfaced Leak Barrier self -adhered to ASTM D226, Type II felt
✓ Ruberoid® Mop Granule and Ruberoid° Mop Granule FR in hot asphalt to GAFGLAS® #80 UltimaTm Base Sheet
or Ruberoid® 20 Smooth.
.3 Bond to Other Substrate Types:
✓ ASTM D41 primed metal (flashing metal, valley metal, etc.)
.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications:
FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -
on or mortar -set tile systems, where the underlayment forms part of the load -path. The following wind uplift
limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in
foam -on or mortar -set tile applications. Maximum Design Pressure is the result of testing for wind load
resistance based on allowable wind loads and reflects the ultimate passing pressure divided by 2 (the 2 to 1
margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A,
Table 1A or FBC 1609 for determination of design wind loads.
#1 Maximum Design Pressure = -45 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 Ultima'" Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the
4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
#2 Maximum Design Pressure = -75 psf.
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Base Layer: GAFGLAS® #80 Ultima'"^ Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min.
1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the
4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center in the field of the
sheet.
Top Layer: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
#3 Maximum Design Pressure = -442.5 psf.
Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction
Base Layer: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4,
Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20
to 25 Ibs/square.
Top Layer: Ruberoid° Mop Granule or Ruberoid° Mop Granule FR applied in full mopping of ASTM D312, Type
IV hot asphalt at 20 to 25 Ibs/square.
ETC, LLC Evaluation Report 01506.04.08-R34
ite ojAuthori:atlon #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 24: 06/05/2018
Page 5 of 11
I
ANA�e_n
IVEnno I etc
For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or
exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design
pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment
density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used
methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117.
Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention
Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
Exposure Limitations:
Deck -Armor'"" Premium Breathable Roof Deck Protection; RoofPro'" SBS-Modified All -Purpose Underlayment;
Shingle -Mate® Roof Deck Protection; StormSafe"m Anchor Sheet and Tiger Paw'"" Roof Deck Protection shall not
be left exposed for longer than 30-days after installation.
VersaShield® Fire -Resistant Roof Deck Protection, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall
not be left exposed for longer than 180-days after installation.
5. '.3 Liberty'"" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier and WeatherWatch° Mineral
Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation.
5. Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)):
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as
follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles.
TABLE 2:
TILE SLIPPAGE LIMITATIONS FOR DIREcT-DECK TILE INSTALLATIONS
Maximum'
Underlayment
..Tile Profile Staging Method '
Slope
Flat
Max. 10-tile stack
4:12
Flat
Max. 6-tile stack (4 over 2)
5:12
Ruberoid® Mop Granule
Lugged
Max. 10-tile stack
5:12
Flat or Lugged
Max. 6-tile stack (4 over 2)
5:12
Ruberoid® Mop Granule FR
Lugged
Max. 10-tile stack
4:12
6. GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to
the Limitations set forth in Section 5 herein and the specifics noted below.
6.1 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to
remove any dust and debris prior to application and prime the substrate (if applicable).
6. Install self -adhering underlaymerits when ambient temperatures are minimum 457 and rising.
6.4 All metal surfaces shall be primed with Matrix'"' 307 Premium Asphalt Primer or alternate GAF accepted ASTM
D41 primer prior to application of self -adhering membranes.
6.5 Deck-Armory"Premium Breathable. Roof _De`ck Protections r "
6. .1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
6..2 Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, Vult, equals or exceeds 150 mph.
ETC, LLC Evaluation Report 01506.04.08-R34
rte oJAuthoriratlon #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 6 of 12
;.3
1.4
O-----JNEMO I etc.
Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"° SBS Self -Adhering
Base/Ply Sheet; StormGuard° Film Surfaced Leak Barrier, UnderRoofrm 2 Polyester -Surfaced Leak Barrier or
WeatherWatch° Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
Non -Tile Roof Installations:
Single Laver; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
Double Laver; 2:12 < Roof Slope < 4:12:
If leak barrier (6.3.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps for 48-inch wide rolls (resulting in
maximum 22.5-inch exposure) or minimum 28.5-inch side -laps for 54-inch wide rolls (resulting in maximum 25.5-
inch exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c.
in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
Tiger Paw''ARoof Deck Protection:
Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for
double -layer applications.
Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic -
capped, corrosion resistant staples.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, Vuit, equals or exceeds 150 mph.
Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyM SBS Self -Adhering
Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier, UnderRoof m 2 Polyester -Surfaced Leak Barrier or
WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves,
valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the
underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install
the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the
underlayment.
Non -Tile Roof Installations:
Single Laver; Roof Slope > 4:12:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
ETC, LLC Evaluation Report 01506.04.08-R14
rteoJAuthorization#32455 6-EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 7 of 11
i
-NEMO l etc.
Double Laver; 2:12 < Roof Slope < 4:12:
If leak barrier (6.4.3) is not used, install a half -width sheet at the eave prior to subsequent courses. Starting at
the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-inch o.c. in
two, equally spaced, staggered center rows.
Continue upslope in a similar manner, with minimum 25.5-inch side -laps (resulting in maximum 22.5-inch
exposure) and minimum 6-inch end -laps. Fasten 6-inch o.c. along the low edge and end laps and 12-inch o.c. in
two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart.
StormSafeT" Anchor Sheet:
.1 StormSafeTm Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems.
.2 Minimum fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant
nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V„it, equals or exceeds 150 mph.
.3 Non -Tile Roof Installations:
Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12-
inch o.c. in two, equally spaced, staggered center rows.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure
all end laps are staggered at least 3-feet apart.
One the same day, install LibertyTM SBS Self -Adhering Base/Ply; StormGuard" Film Surfaced Leak Barrier or
WeatherWatch" Mineral Surfaced Leak Barrier over the StormSafeT"° Anchor Sheet.
RoofPro-SBS-Modifled'All-Purpose Underlayment and'Shingle-Mate®Roof Deck Protection:
Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table
1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are
permitted.
Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 requires use of metal cap nails
where the ultimate design wind speed, V„it, equals or exceeds 150 mph.
.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM' SBS Self -Adhering
Base/Ply Sheet; StormGuard" Film Surfaced Leak Barrier or WeatherWatch" Mineral Surfaced Leak Barrier at
vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and
valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment,
leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed
decking. At other areas, install the leak barrier over the underlayment.
VersaShield" fire -Resistant Roof Deck Protections
.1 Shall be installed in compliance with the codified requirements for ASTM D6757 underlayment in FBC Table
1507.1.2 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted.
.2 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty'"" SBS Self -Adhering
Base/Ply Sheet; StormGuard" Film Surfaced Leak Barrier or WeatherWatch" Mineral Surfaced at vulnerable
leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install
the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to
8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At
other areas, install the leak barrier over the underlayment.
ETC, LLC Evaluation Report 01506.04.08-R14
,te ofAuthorl:atlon #32455 6T" EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 8 of 11
6.1
6.`
E
MEMO etc.
LibertyTM' SBS Self -Adhering Base/Ply Sheet:
Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
2507.1.1 for the type of prepared roof covering to be installed.
The minimum and maximum roof slopes are and 6:12, respectively. Back -nailing is required when slope is
1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. within 3-
inch side laps.
Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood
shall be primed with Matrix'"" 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at % to
% gallon per square.
Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage
edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax' for min. 30
minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the
eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip
edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix"" 201
Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly
bond side and end laps.
1 StormGuard® FilmSurfaced Leak Barrier,
1.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
1.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 3-inch side laps.
.3 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix'"" 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-inch apart.
Use a hand roller to firmly bond side and end laps.
ETC, LLC Evaluation Report 01506.04.08-1134
,te oJAuthorizatlon #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R34
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 9 of 11
i
i
WeatherWatcW Mineral Surfaced Leak Barrier:
.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4-
inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system.
.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c.
within 4-inch side laps.
.4 Non -Tile Applications:
Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets
properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch
overhang at eaves and rakes. Remove the lower piece of release film and 'bond to substrate and fold the
overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to
substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch
troweling of Matrix'm 201 Premium SBS Flashing Cement over drip edge.
Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps.
Ensure all end laps are staggered at least 18-feet apart.
Use a hand roller to firmly bond side and end laps.
Ruberoid® Mop Granule; Ruberoid® Mop Granule FR:
1 Ruberoid" Mop Granule or Ruberoid® Mop Granule FR shall be installed in compliance with current GAF
published installation requirements.
2 For use in tile applications, Ruberoid® Mop Granule or Ruberoid® Mop Granule FR are for use as an alternate to
"Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-
12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply
System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems.
3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be
minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps minimum 3-feet from course to course.
Side and end -laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending
approximately 3/8-inch beyond the lap edge.
.4 Consult GAF instructions regarding back -nailing requirements.
Tile Staging (Ruberoid® Mop Granule: Ruberoid® Mop Granule FR):
.14.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment.
Refer to Table 2 herein, and GAF published requirements for tile staging.
.14.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be
used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or
nail -boards, to prevent tile sliding and/or damage to the underlayment during the loading process.
ETC, LLC Evaluation Report 01506.04.08-R34
ite of Authorization #32455 6- EDITION (2017) FBC NON-HVHZ EVALUATION F1.10626-1114
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 10 of 11
0lwemolexc.
As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this
product.
Contact the noted CIA agency for information on product locations covered for F.A.C. 61G20-3 CIA requirements.
The following plants have qualified products under their respective physical properties specifications.
Plant
Specification
Product US
Charleston, SC
FBC 1507.1.1(Exception)
Tiger Paw'" Roof Deck Protection
Conover, NC
ASTM D6757
VersaShield® Fire -Resistant Roof Deck Protection
Dadra, India
FBC 1507.1.1(Exception)
Tiger Paw'"' Roof Deck Protection
Fontana, CA
AC165
RoofPro" SBS-Modified All -Purpose Underlayment
Homer, LA
FBC 1507.1.1(Exception)
Tiger Paw" Roof Deck Protection (WIP)
McGregor, TX
FBC 1507.1.1(Exception)
Shingle -Mate® Roof Deck Protection
Mission, BC
FBC 1507.1.1(Except'on)
Tiger Paw" Roof Deck Protection
Mt. N
Vernon,'
ASTM D1970
Liberty'"' SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced
Leak Barrier; WeatherWatch° Mineral Surfaced Leak Barrier
North Bay, Ontario
FBC 1507.1.1 (Exception)
Deck -Armor"" Premium Breathable Roof Deck Protection, StormSafe""
Anchor Sheet, Tiger PawTm Roof Deck Protection (conversion)
Pryor, OK
FBC 1507.1.1(Exception)
Shingle -Mate® Roof Deck Protection
Savannah, GA
ASTM D1970
StormGuard® Film Surfaced Leak Barrier; WeatherWatch® Mineral
Surfaced Leak Barrier
ASTM D6164
Ruberoid® Mop Granule; Ruberoid° Mop Granule FR
UL, LLC. — QUA9625; (847) 664-3281
- END OF EVALUATION REPORT -
ETC, LLC Evaluation Report 01506.04.08-1114
to ofAuthoNzation N32455 r EDITION (2017) FBC NON-HVHZ EVALUATION FL30626-R14
GAF Roof Underlayments; (800) 766-3411 Revision 14: 06/05/2018
Page 11 of 11