HomeMy WebLinkAboutProduct ApprovalZ�
y L6
rf
C
a
E
v
d
o
v
0
r
v
�
c
N
N
61
m
L7
p•.
3
O
CL
1e
C
s
7
rn
z
o
CL
�
d
o
�
a
3
ry
V+
�
a
N
aS
N
a
o
•y
CL
I
a
�
c
tm
'a
6
C1
O
�
N
C
N
a
a
Q
0
N
C
O
O
o
v
�
`o
0
d
*•
c
o
u
m
❑
N
0
os
n�
O
NN
m
N
a
a
a
a
a.
m
m
CL
N
3
c
C7
C7
r
a�
ya•,
00
a
10
7
_
b
a
O
21
r
co
=
c
cn
U
O
O
S
5
x
o
=
3
a
LL
m
to
U7
iA
LL
V'
2
m
4
z
L
Michelle Franklin, CFA-- Saint Lucie County Property Appraiser --All rights reserved.
Property Identification
Site Address:
Parcel ID:
Account #:
Map ID:
Use Type:
Zoning;
City/County:
Ownership
Daniel J Kraft
3309 Crabapple DR
Port St Lucie, FL 34952
Legal Description
FAIRWAYSAT SAVANNA CLUB REPLAT NO. I (PB 57-40) BLK 76
LOT 13 (OR 2916-965: 3786-2357: 3792-253; 3813-662)
Current Values
Just/Market Value: $92,800
Assessed Value: $86,018
Exemptions: $50,000
Taxable Value: $36,018
Taxes for this parcel: SLC Tax Collector's Office p
Download TRIM for this parcel: Download FDF Q
3309 Crabapple DR
3424-800-0195-000-0
162234
34/24S
0200
Saint Lucie County
Total Areas
Finished/UnderAir (SF):
1,798
Gross Area (SF):
2,984
Land Size (acres):
0.16
Land Size (SF):
6,970
This information is believed to be correct at this time but it is subject to change and is not warranted.
O Copyright 2018 Saint Lucie County Property Appraiser. All rights reserved.
3121 Skyway Circle Suite F Office: (877)407-3535
Melbourne FL 32934 Fax: (877) 756-0007
CONTRACT wwwsoutheastcontracting.com
Southeast CGC060247 • CCC1330002
Contractors Greup, Inc.
PROPOSAL SUBMITTED TO:
Date:, �r- q-- / Job Name:
Customer: 4 A
Job Location: j_30'.5 A41Q.4t_2 �2_ ✓
-5 I- V2..,
Phone: 7 7 2 f 7 Email:
Jf 2 � o .
JOB DESCRIPTION: Remove existing roofing and install new
asphalt shingles
Shingle Color: , . ,/^X)e iA.>r ___x
Drip Edge Color:/' ! /�
x
ATLAS PRISTINE PINNICLE:
Provide roofing permit
• Provide trash removal to a legal off-site facility
• Install all new valley metal 16" 26ga set in plastic roofing cement. (if
required)
• Remove existing roofing do the wood deck
• Replace all bad decking (sheets included additional sheets
. Install new drip edge 3" x 3" aluminum C�
• Install new Low Profile Ridge Vent/Cobra Ridge Vent X
billed at $80.110 each)
• Re -nail deck as required by Hurricane Mitigation Retrofit Manual
• Install new exhaust vents (Galvanized) and lead boots
• Install ATLAS PINNACLE STARTER SHINGLE
(Based on 553.844 F.S.)
• Install ATLAS Summit 60 underlayment
• InstalI ATLAS PINNACLE PRISTINE PRO -CUT
• install ATLAS PRISTINE LIFETIME 130 MPH SCOTCH GUARD
SHINGLE $
ADDITIONAL ITEMS:
• Install ATLAS Weather Master SA underlayment in valleys and eaves
$
• Install ATLAS Weather Master SA underlayment on entire deck
$ 4 1i 0D_
(Recommended) Qualifies as a Secondary water Resistance (SWR):
SWR (also called Sealed Roof Deck) Self -adhering polymer modified -bitumen roofing underlayment applied directly to the
sheathing or foam adhesive SWR barrier (not foamed -on insulation) applied as a supplemental means to protect the
dwelling from water intrusion in the event of roof covering loss.
• Install Atlas Gorilla Guard 30 Engineered Felt on entire deck
$
FLAT ROOF:
• Provide roofing permit
• Provide trash removal to a 1 offs' e fac' ity
• Remove existing roofing d to e woo deck
• Replace all bad decking sheliffigation
includ a�clditional sheets
billed at $80.00 each)
• Re -nail deck as req ' by Hurricane Retrofit Manual
(Based on 553.844 F.S.)
TT_a.--
• Install CERTAINTEED ALL WEATHER EMPIRE BASE/PLY
• Install CERTAINTEED FLINTLASTIC-GTA CAP SHEET
• Install new primed drip edge 3: x 3" aluminum with Matrix " 201
Premium SBS Flashing Cement
• Install new metal 16" - 26ga set in Matrix - 201 Premium SBS
Flashing Cement at sloop roof tie-in
WIND MI'T'IGATION:
rlvuuAr..uo� V4AA41C,1 t,VZXLTQl.lVi3 131VLLp, 1,A1.. win p1Uvru7L-:» .*y4i4ci-ivi -diion icepori ror an
NOT INCLUDED: ADDITIONAL ITEMS:
Plywood:...................................................... Cost $80.00 per sheet labor and material
Fascia: ........................................................... Cost $18.801/f labor and material
Second layer removal: ................................ Cost $28.00 per square
Chimney flashing: ...................................... Cost $225.00 plus stucco if required at $37.50 per s/f
Flashing, step, counter or base: ................. Cost $17.251/f labor and material
Gutter removal: ........................................... Cost $ .50
Rafter tail repairs: ....................................... Cost $120.00 each
Skylight replacement and flashing:.......... Cost $475.00 each
Stucco repair ............................................... Cost $37.50 per square foot
Gutters
Metal fascia trim
Metal roof structures
Satellite dish removal or replacement
Screens and screen enclosures
Solar heater removal or replacement
Skylights
Truss repair
GENERAL TERMS AND CONDITIONS
Change Orders, contractor may accept a'change order" to the plans, specifications or equipment. In addition, the total price increased or decreased to
reflect the change, and the same shall be in writing and signed by the Owner and Contractor. Any increase to the contract price shall be paid by the
Owner upon or the work called for in such change order or upon execution of the change order as required by the contractor.
Southeast General Contractors Group, Inc. is responsible for completion of work In compliance with contract documents and for quality of material and
workmanship in accordance with standard specifications.
Labor Warranty/5 year on workmanship. Material Warranty 30 year limited warranty.
Same a Cash (SAC) Financing (3, 6, 12, 18, 24 months) options will require an additional upfront fee. Standard (1-12) years financing is offered with no
upfront fees. All financing is contingent upon credit approval. Standard Home Improvement financing offered from 9.99% APR for A and A+ credit
ratm� Southeast General Contractors Group Inc. partners with EnerBanlc Improvement loans.
Ex
i
st
,
ng gutters will be removed or detached to allow for the installation of the new roofing system. Sourtheast General Contractors Group, Inc. will
attempt to save the gutters but in the event they are damaaged the Owner accepts full responsibility for said gutters.
, -1r — a
Nates:_ IJV i
WIND MITIGATION:
• t eas ener �e s
a-Wird-Miti^ga io epofffor
an a ditivnalfeehf �0
NOT INCLUDED:
ADDITIONAL ITEMS:
Gutters
Plywood: ......................................................
Cost $80.00 per sheet labor and material
Metal fascia trim
Fascia:...........................................................
Cost $18.80 I/f labor and material
Metal roof structures
Second layer removal: ................................
Cost $28.00 per square
Satellite dish removal or replacement
Chimney flashing: ......................................
Cost $225.00 plus stucco if required at $37.50 per s/f
Screens and screen enclosures
Flashing, step, counter or base: .................
Cost $17.251/f labor and material
Solar heater removal or replacement
Gutter removal: .......................... ................
Cost $ .50
Skylights
Rafter tail repairs: .......................................
Cost $120.00 each
Truss repair
Skylight replacement and flashing:..........
Cost $475.00 each
Stucco repair ...............................................
Cost $37.50 per square foot
GENERAL TERMS AND CONDITIONS
Change Orders, contractor may accept a change order" to the plans, specifications or equipment. In addition, the total price increased or decreased to
reflect the than e, and the same shat be in writing and signed by the Owner and Contractor. Any increase to the contract price shall be paid by the
Owner upon or�ering the work called for in such changge order or upon execution of the change order as required by the contractor.
Southeast General Contractors Group, Inc. is responsible for completion of work in compliance with contract documents and for quality of material and
workmanship in accordance with standard specifications.
Labor Warranty/5 year on workmanship. Material Warranty 30 -year limited warranty.
Same a Cash (SAC) Financing (3, 6, 12,18, 24 months) options will require an additional upfront fee. Standard (1-12) ears financing is offered with no
upfront €ees. Alf financing is contingent upon credit approval. Standard Home Improvement financing offered from 9.99°� APR for and A+ credit
rating. Southeast General Contractors Group Inc. partners with Enerl3ank Improvement loans.
Existing gutters will be remaved or detached to allow €ar the installation o£tlae new roofing system. 5ourtheast General Contractors Group, Inc, will
attempt to save the be
but in the event they are damaaged the Owner accepts full responsibility for said gutters.
We hereby propose to furnish labor and materials complete in accordance with the above specifications, for the sum of $_d M e.� --
.Sch6d 4e ;Gf 'clues:
�o
Deposit: Is due upon executing this contract,
Draw #1: Is due when the roof is dried -in, before shingles are delivered. $
Draw #2: Is due upon the final inspection. $
All material isguaranteed to be as specified. All work to be completed in a workman like manner accoriing to standardpraclices. Any alteration or deviation front above
specifications involvingextra cost, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements are contingent
upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within 10 days and is void thereafter at the option of the undersigned.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are hereby accepted, You are authorized to do the work as specified. Payment will be made as outlined above.
AUTHORIZED
ACCEPTED,t-_
Date €� 1% / Signature: Date
Sou ast General Contractors Group, Inc.
Signature: Date
�EAGLEVIEW 0
LENGTH DIAGRAM
Total Line Lengths:
Ridges = 118 ft
Hips = 0 ft
Valleys = 56 ft
Rakes = 137 ft
Eaves = 184 ft
Premium Report
6/5/2018
Flashing = 26 ft
Step flashing = 25 ft
Parapets = Oft
17 1(
Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels
have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9 .
.0 2068-2018 Eagle View Technologies, Inc. and PlUometry Ioternabanat Grp. —All Rights lkc a ,ed — Protected by Furopean Patent ApplicaQon No. 10162199.3 —Covered by one or more of U.S. Patent Nos- 8,078,436; 8,145,578; 8,170,840;
649,152; 8,515,125{ 8,825,455; 9,135,737; 8,675,961; 9,514,568; 8,818,776; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Penning.
PAGE 4
1;�EAGLEVIEW-0 Premium Report
6/5/2818
PITCH DIAGRAM
Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12
F 3
+--3
3�
3 --�
t�
N
5
W
Note: This diagram contains labeled pitches for facet areas larger than 20.0 square feet, In some cases, pitch labels have been
removed for readability. Slue shading indicates a pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches.
) 2008-2018 Eagle dew Technologies, Inc. and mciome" rrte-6onal Corp. - All Rights Reserved - Pmterted by European Patent Aporlcadon No, 10162199.3 - Covered by one or more of 11,5. Patent Nos. 8,078,436; 8,195,S7N; fl,170,890;
8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,519,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patens Pending.
PAGE 5
�EAGLEVIEW (D
AREA DIAGRAM
Total Area = 3,069 sq ft, with 9 facets.
186
82
84
759
207
683
Premium Report
6/5/2018
355
E
N
5
W
Note: This diagram shows the square feet of each roof facet (rounded to the nearest Foot). The total area in square feet, at the top
of this page, is based on the non -rounded values of each roof facet (rounded to the nearest square foot after being totaled),
CO 2088-2018 Eagle View Technologies, inc. and Plctometry International Corp. -Al I Rights Reserved -. Protected by European Patent Application PJo. 18162199.3 - Covered by one or more of V.S. Patent Nci 6,978,436; 8,145,578; 8,170,840;
8,289,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 6,318,770; 8,542,888; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending.
PAGE 6
616/2418
Florida Building Code Online
i
6a SIS
; ► i .; ' I a �.
BCIS Home Laa to User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search '
ba
04-
Product Approval y r
USER: Public User
Product Approval menu > Product or Application Search > Application List. > Application Detail
FL # FL17322-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Atlas Roofing Corporation
Address/Phone/Email 2000 RiverEdge Parkway
Suite 800
Atlanta, GA 30328
(770) 946-4571
mcoll'ins@atlasroofing.com
Authorized Signature Meldrin Co{lins
mcollins@atlasf-oof'ing.com
Technical Representative
Address/Phone/Email
Quaiity Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
Zachary R. Priest
the Evaluation Report
2009
Florida License
PE -74021
Quality Assurance Entity
UL LLC
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL17322 R4 COI ATL14001.4A 2017 F8C Eva] Report Atlas
Jnderiayrni final.pdf
Referenced Standard and Year (of Standard) Standard Year
ASTM D 1970
2015
ASTM D 226
2009
ASTM D 2626
2004
ASTM D 4869
2016
ASTM D 6380
2003
TAS 103
1995
TAS 110
2000
UL 1897
2012
Equivalence of Product Standards
https:llwww.floridabuilding.org/pripr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEc8KxLSaJJG7DPQIkaGxFKuQ%3d%3d 112
6/5!2018
Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending I=BC Approval
Date Approved
of
FL # I Model, Number or Name
17322.1 Atlas Underlayments
Limits of Use
Approved for use in HVHZ: Yes
j Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
Method 1 Option D
09/30/2017
10/03/2017
10/04/2017
12/12/2017
17322.2 Fabral All Purpose High -Temp
Undertayment
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant. N/A
Design Pressure: N/A
Other: See evaluation report for limits of use.
0
Description
For use in steep slope roofing
Installation Instructions
FL17322 R4 11 PTL14001 4A 2017 FSC Eva; Report Atlas
Underlayments final.pdf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL17322 P,4 AE ATL14001 4A 2017 FSC Eva] Report Atlas
Underlayments final.pdf
Created by Independent Third Party: Yes
ASTM D 1970, SBS modified, self -adhering underlayment with
Fiberglass mat reinforcement and a poly -fabric surface.
Installation Instructions
FL17322 R4 11 ATLI4001 4B 2017 FPC Eval Repart Atlas
Fabral Underlayrnent finai.pdf
Verified By: Zachary R. Priest PE -74021
Created by Independent Third Party: Yes
Evaluation Reports
FL17322 R4 AF ATL14001 4$ 2017 co, Eval Report Atlas
Fabral Underlayment fmal.pi f
Created by Independent Third Party: Yes
Contact Us :: 2641 Blair Stone Roatl. Tallahassee FL 32399 Phone: B50-487-1824
The State of Florida is an AA/EEO empfayer. CQpyri9ht 2007-2013 Skate of Florida.:: Privacy Statement ::Aces ibils Statement :: Refund Statement
Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to it publtc-records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. IF you have any questions, please contact 650.487.1395. MPursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The ematls provided may be used for official communication with the licensee. However email addresses are 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 if you are a licensee under Chapter 455, F.S.,
please click here.
Product Approval Accepts:
YtljY l
El ® r-7--:1 =Credit CardSafe
haps:iAvww.f1orid2buitding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrY8PHC4TwsBEr,8KxLSaJJG7[)PQlkaGxFKuQ%3da/o3d 219
lu" R Ez* E K
TECHNICAL SEFzvicES, LLC
EVALUATION REPORT
Manufacturer: ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770) 612-6267
wv,tv.atiasroofinel.COrn
Quality Assurance: UL LLC (QUA9625)
SCOPE
Certificate of Authorization No. 29824
17520 Edinburgh 'Dr
Tampa, FL 33647
(813) 480-3422
FLORIDA BUILDING CODE, ET" EDITION (2017)
Category: Roofing
Subcategory: Underiayments
Code Sections: 1507.1.1, 1518.4, 1523.1.1, 1523.6.5.2.1
Properties: Physical properties
REFERENCES
Issued September 30, 2097
Entity
Reocrt No.
Standard
Year
PRI Construction Materials Technologies (TST6049)
ATL -033-02-01
ASTM D 226
2009
PRI Construction Materials Technologies (TST6049)
ATL -068-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
ATL -068-02-01
ASTM D 4798
2011(2016)
PRI Construction Materials Technologies (TST6049)
ATL -068-02-01
TAS 110
2000
PRI Construction Materials Technologies (TST6049)
ATL -069-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
ATL -090-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST6049)
ATL -149-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
ATL -164-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
BWR-533-02-01
TAS 103
1995
PRI Construction Materials Technologies (TST6049)
BWR-543-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
MSA -004-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
MSA -007-02-01
UL 1897
2012
PRI Construction Materials Technologies (TST6049)
MSA -026-02-01
ASTM D 1970
2015a
PRI Construction Materials Technologies (TST6049)
WRMI-011-02-01
ASTM 1970
2015a
PRI Construction Materials Technologies (TST6049)
MSA -007-02-01
UL 1897
2012
PRI Construction Materials Technologies (TST6049)
MSA -030-02-01
ASTM D 1970
2015a
UL LLC (TST1740)
02-NK40952
ASTM D 1970
ASTM D 226
2015a
2009
UL LLC (TST1740)
UL LLC (TST1740)
02-NK40952
02-NK40952
ASTM D 2626
2004(2012)E1
UL LLC (TST1740)
02-NK40952
02-NK40952
ASTM D 4869
ASTM D 6380
2016
2003 (2013)
UL LLC (TST1740)
ATI -14001.4A FL17322-R4 Page 1 of 4
This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
I
CREEKATLAS ROOFING CORPORATIONRoofing Underlayments
TEC3 Nir—AL SERVICES, LLC
PRODUCT DESCRIPTION
#15 Specification Felt ASTM D 226, Type I asphalt saturated organic felt underlayment for use in the
HVHZ and non-HVHZ.
#30 Organic Saturated Felt ASTM D 4869, Type Il asphalt saturated organic felt underlayment for use in the
non-HVHZ only.
#30 Specification felt ASTM D 226, Type 11 asphalt saturated organic felt underlayment for use in the
HVHZ and non-HVHZ.
#43 Base Sheet
ASTM D 2626 asphalt saturated and coated, non -perforated, organic felt
underlayment for use in the HVHZ and non-HVHZ.
#90 Mineral Surface Roll
ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the
Roofing
HVHZ and non-HVHZ.
Gorilla Guard@ EVERFELT 30
Asphalt -saturated organic felt underlayment reinforced with glass fiber that meets
the performance requirements of ASTM D 226, Type I for use in the HVHZ and
non-HVHZ.
Slate/Tile Underlayment
ASTM D 6380, Class M asphalt -saturated organic roll roofing sheet for use in the
HVHZ and non-HVHZ.
WeatherMaster@ Ice and
ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
Water 100
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film, which is removed during
,
installation.
WeatherMDice
ASTMD 1970 SBS modified: self -adhering underlayment reinforced with a
Water 200fiberglass
mat and a granular surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a split -release flim, which is removed during
installation.
WeatherMaster@) Ice and
ASTM D 1970 SBS modified, self -adhering underlayment reinforced with a
Water 216
fiberglass mat and a granular surface for use in the HVHZ and non-HVHZ. The
seif-adhesive side is covered with a split -release film, which is removed during
installation.
WeatherMaster@ Flexible Ice
ASTM D 1970 SBS modified, self -adhering underlayment with plastic film surface
and Water
for use in the HVHZ and non-HVHZ. The self-adhesive side is covered with a
split -release film, which is removed during installation.
WeatherMaster@ Pro -Grade
ASTM D 1970 SBS modified, self -adhering underlayment with a fiberglass mat
Ice and Water
reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film, which is removed during
installation.
WeatherMaster@) Tile
TAS 103 SBS modified, self -adhering underlayment with a fiberglass mat
reinforcement and a poly -fabric surface for use in the HVHZ and non-HVHZ. The
self-adhesive side is covered with a release film, which is removed during
installation.
ATL14001.4A FL17322-R4 Page 2 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
CREEKRoofing underlayments
0 TECHNICAL SERVICES, LLC
APPLICATION METHOD
Installation shall be in accordance with the published manufacturer's installation instructions, the FBC, and the
requirements below.
Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be
checked for protrusion and corrected prior to underlayment application.
The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck
shall be installed in accordance with FBC requirements. Roof decks shall have no more than 118" gap at abutting
Joints.
Exposure of the underlayments shall be limited to a maximum 30 days except as follows:
a) #15 Specification Felt, ##30 Specification Felt, and #40 Base Sheet — exposure for than 24 hours may
adversely affect product performance
b) WeatherMaster@ Ice and Water 100, WeatherMaster@ Ice and Water 200, and WeatherMasterfl Ice
and Water 216 — maximum 30 days
c) WeatherMastera Pro -Grade Ice and Water and WeatherMaster@ Flexible Ice and Water — maximum
30 days
d) WeatherMaster@ Tile — maximum 90 days
Self -adhering underlayments may be adhered to primed or unprimed plywood substrates in the non-HVHZ.
Roof coverings shall be mechanically fastened through the underlayment to the roof deck except as follows (or as
indicated in other current FBC product approval documents)_
a) WeatherMaster@ Pro -Grade Ice and Water or WeatherMastergD Tile — ICP Adhesives Polyset AH -160
b) Slate/Tile Underlayment or #90 Mineral Surface Roll Roofing — Convenience Products Touch n' Seal
StormBond Roof Tile Adhesive, Dow TileBond, or ICP Adhesives Polyset AFI -160
AnRnnf (`nvnrinn c:
v uu v
Metal Roof
Composite or
Wood
Asphalt
Panels and
Photovoltaic
Shingles and
Slate
Clay and
Underlayment
Shingles
Shingles
Shingles
Shakes
Shingles
Concrete Tile
#15 Specification Felt
Y
Y
Y
Y?
Y
N
#30 Organic Saturated Felt
Y
Y
Y
Y
Y
N
#30 Specification Felt
Y
Y
Y
Y
Y
Y
#43 Base Sheet
Y
Y
Y
N
Y
Y
#90 Mineral Surface Roll Roofing
Y'
N
N
N
N
Y
Gorilla Guard@ EVERFELT 30
Y
Y
Y
Y,
Y
N
SlatelTile Underlayment
Y,
N
N
N
N
Y
WeatherMaster(D Ice and Water
Y
Y
Y
N
Y
N
100
WeatherMaster(D Ice and Water
Y
Y
Y
N
Y
N
200
WeatherMiasterO ice and Water
Y
Y
Y
N
Y
N
216
WeatherMasterOF Flexible Ice and
Y
Y
Y
N
Y
N
Water
WeatherMaster@ Pro -Grade ice
Y
Y
Y
N
Y
N
and Water
WeatherMaster@ Tile
Y
Y
Y
N
Y
Y
Notes: 1) Open valley applications per 1567.2.9.2
2) Wood shingles only
ATL14001.4A Fl -17322-R4 Page 3 of 4
This evaluation report is provided for State of Florida product approval under Rule E1 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
SCREEKRoofing Underlayments
TECHNICAL SERVICES. LLC
WIND RESISTANCE (NON-HVHZ ONLY)
The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9.
Underlayment System No.1 — WeatherMaster® Tile only
Roof Deck: Min. 15132 -inch CDX plywood attached to wood supports spaced a maximum 24" o.c.
Underlayment: WeatherMasterg Tile shall be fully adhered to the optionally primed plywood deck.
Maximum Design -52.5 psf
Pressure:
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Roof slope limitations shall be In accordance with FBC requirements.
3) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturer's published
application instructions. Where discrepancies exist between these sources, the more restrictive and FSC
compliant installation detail shall prevail.
4) Products described within this report may be used as described in other current FBC product approval
documents.
5) Roof coverings shall not be adhered directly to the underlayment unless otherwise approved in this or other
current FBC product approval documents.
6) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest P.E. have demonstrated compliance with the Florida Building
Code, 6t' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
,`�1I!!lllfllfl
R. p� lir
No 74021 S
'. STATEOF :441
Al
i •0R1 ,
CERTIFICATION OF INDEPENDENCE
2017-09.30
12:44:22
-04'00t
Zachary R. Priest, P.E.
Florida Registration No_ 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E, does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
ATL14001.4A FL17322-R4 Page 4 of 4
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
616/2018
Florida Building Code Online
S-. ._
SCIS Nome Log in . riser Registration Hot Topic Submit Surcharge Stats &'Facts Publications FBC Staff BCIS Site Map Links Search
IItiCl�i3 (#Product
Approval
USER! Public User
ProducC A;erQvak ienu > "rptlL [C or App L at+on S®arct > appli[ction List > Application Detail
FL #
FL16305-R6
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Atlas Roofing Corporation
Address/Phone/Email 2000 RiverEdge Parkway
Suite 800
Atlanta, GA 30328
(770) 946-4571
mcallins@atlasroofing.com
Authorized Signature Meidrin Collins
mcollins@atlasroofing.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Zachary R. Priest
the Evaluation Report
Florida License PE -74021
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Locke Bowden P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence FL16305 R6 COI AT 1-13002.6 20 i 7 FBC Evai Report Shingles final.pdf
Referenced Standard and Year (of Standard) Standard
Year
ASTM D 3161
2016
ASTM D 3462
2010
ASTM D 7158
2011
TAS 100
1995
TAS 107
1995
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/prlpr app_df.aspx?param=wGEVXQwtDquJBMjgUlj3NlTGPID8aJCJnk%2bsJZMHcThL8VBd°/a2b9SjwA%3d%3d
6/6/2018
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Building Code Online
Method 1 Option D
09/30/2017
10/03/2017
10/04/2017
12/12/2017
Summary of Products
FL # Model, Number or Name { Description I
16305.8 I Atlas Shingles Fiberglass reinforced laminated asphalt shingles
l Limits of Use
Approved for use in HVHZ; Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: See evaluation report for limits of use
Installation Instructions
FL16305 R6 II ATL13002.6 2017 FBC Eval Report Shingles
flrial.pdf
Verified By: Zachary R. Priest 74021
Created by Independent Third Party: Yes
Evaluation Reports
FL16305 R6 AE ATL13002.6 2017 FBC Evai Report Shingfes
rini!Laff
Created by Independent Third Party: Yes
MM
Contact Us r: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSD -487-1824
The State of Florida Is an AA/EEO employer. Copyyght 2(707-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statelrtent
Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 20t2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which carbe made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click tLere .
Product Approval Accepts:
El EL] R.R e'er -E
Credit
Safe
seL'll rity til F.TRI CS'
https:llwww.ttoridabuilding.orgtprlpr app dtl.aspx?param=wGEVXQwtDquJBMjgUlj3NlTGPID8aJCJnk%2bsJZMHcThL8VBd%2b9SjwA%e3d%3d
` q11
Rj�! E-�
T ECH I C L SERVICES, LU C
EVALUATION REPORT
Manufacturer: ATLAS ROOFING CORPORATION
2000 Riveredge Parkway, Suite 800
Atlanta, GA 30328
(770) 612-6267
Manufacturing Plants: Hampton, GA
Meridian, MS
Dangerfield, TX
Ardmore, OK
Franklin, OH
Quality Assurance: UL LLC (QUA9625)
SCOPE
Certificate of Authorization No. 29824
37520 Edinburgh Dr
Tampa, FL 33647
(813) 480-3421
FLORIDA BUILDING CODE EP EDITION (2017)
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wand Resistance, Wind Driven Rain
PRODUCT DESCRIPTION
Issued September 30, 2017
Legend (Ardmore)
ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed,
(Hampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462,
GlassMaster®30
ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed,
(Ardmore & Bampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
Tough-MasterO20
ASTM D 3161, Class F fiberglass reinforced, 3 -tab asphalt shingle with a dashed,
(Ardmore & Hampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
Pro -Cut@ yip & Ridge
ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle with a
self-sealing sealant stripe that complies with ASTM D
(Ardmore & Hampton)
dashed, thermally -activated,
(Dangerfield, Hampton,
3462.
Pro-Cutfl Starter Strip
ASTM 0 3161, Class F fiberglass reinforced, starter asphalt shingle with a dashed,
(Hampton)
thermally -activated, self-sealing sealant stripe that complies with ASTM D 3462.
ProLAMTm Architectural
&
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
asphalt shingle with a dashed, thermally -activated, self-sealing sealant
(Hampton, Franklin
architectural
Meridian)
stripe that Complies with ASTM D 3462,
Pinnacle() Pristine,
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
Pinnacle@ Pristine
architectural asphalt shingle with two, dashed, thermally -activated, self-sealing sealant
Lifetime w/Scotchgard
stripes that complies with ASTM D 3462.
(Dangerfield, Hampton,
Franklin & Meridian)
StormMaster@ Shake
ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
(Dangerfield)
architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
ATL13002.6 FL 16305-R6 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Ism Asphalt Shingles
t ��f I�CA.L S1w wir—Es. LLC
StormMasterfl Slate ASTM D 3161, Class F & ASTM D 7158, Class H fiberglass reinforced, laminated
(Ardmore) architectural modified asphalt shingle with two, dashed, thermally -activated, self-sealing
sealant stripe that complies with ASTM D 3462.
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
ATL -079-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -083-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -086-02-01 Rev 1
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -104-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATLA 06-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -106-02-01 Rev 1
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -107-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATLA 07-02-0 1.1
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -109-02-01
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -116-02-01
ASTM 0 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -118-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -119-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -123-02-01
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -125-02-01
TAS 100
1995
PRI Construcdon Materials Technologies (TST5878)
ATL -127-02-01 Rev 1
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -132-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -133-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -135-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -136-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -137-02-01 Rev 1
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -138-02-01 Rev 1
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -143-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -144-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -151-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL -162-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATLA67-02-01
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
ATL -168-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -169-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL -170-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -171-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -172-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL -174-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
A7L-179-02-01
TAS 100
1995
PRI Construction Materials Techno@ogies (TST5878)
ATL -184-02-01
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -185-02-01
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -186-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -187-02-01
ASTM D 3462
201 OA
PRI Construcdon Materials Technologies (TST5878)
ATL -220-02-01
ASTM D 3462
2010A
PR[ Construction Materials Technologies (TST5878)
ATL -220-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -220-02-03
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -220-02-04
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -221-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL -221-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -221-02-03
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -221-02-04
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -222-02-01
ASTM D 3462
201 OA
PRI Construction Materials Technologies (TST5878)
ATL -222-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -222-02-03
ASTM D 3161
2016
ATI -13002.6 FL 16305-R6 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
i ir%HNICAL. SFERViCES. Li_C
Enti
Report No.
Standard
Year
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -222-02-04
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -223-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL -223-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -223-02-03
ASTM D 3161
2016
TAS 107
1995
PRI Construction Materials Technologies (TST5878)
ATL -223-02-04
ASTM D 7158
2011
PRI Construction Materials Technologies (TST5878)
ATL -224-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL -225-02-01
ASTM D 3462
2010A
PRI Construction Materials Technologies (TST5878)
ATL -225-02-02
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
ATL -225-02-03
ASTM D 3161
2016
PRI Construction Materials Technologies (TST5878)
ATL -225-02-04
TAS 107
ASTM D 7158
1995
2011
ATL13002.6 FL 16305-R6 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
-'REEK
i 1 KTECHNICAL SERvicEs. LLC
INSTALLATION
Legend
Basic Wind Speed (Veit):
Basic Wind Speed (Vasa):
Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBG requirements;
Solidly sheathed min. 19132 in. plywood or woad plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FSC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5 -inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 -inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
_...... itl .�t5
...... ... ....._
.t_LL-.ten
i � I.
t j+
Figure 1. Legend 4 Mail Pattern (Non-HVHZ only)
i 4\
Figure 2, Legend 6 Nail Pattern
ATLf 3002.6 FL 16305-R6 Page 4 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ia
TECHFHC,kL SERVICES, LLC
GlassMaster® 30 &
Tough -Master® 20
h
Basic Wind Speed (V„it)_
Basic Wind Speed (Vasd):
Deck (HVHZ):
Deck (Non-HVHZ):
Linderiayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max_ 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements,-
Solidly
equirements;Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with 'FBC requirements.
2:12 and in accordance with FBC requirements_ Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 5 -inch exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 -inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
Nails
wrr
WW srwa es ■rw WW w OEM �Nw wer wr�w a�■
�
i
W
Figure 3. GlassMaster@ 30 & Tough! -Master@ 20 4 Nail Pattern (Non-HVHZ only)
Nails
12. '� ■ ■ o
S5/8
Figure 4. GiassMaster@ 30 & Tough-MasterO 20 6 Nail Pattern
ATLI3002.6 FL 16305-R6 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this reporl is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
ATLAS ROOFING CORPORATION
Asphalt Shingles
ProLAMTm Architectural Basic Wind Speed (V„ jt):
Max. 194 mph
Basic Wind Speed (V,�d):
Max. 150 mph
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
1
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15132 in, plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Llnderlayment:
In accordance with FBC requirements.
Min. slope:
2.12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21,12.
Installation (HVHZ):
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ),
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either 'A Nail
Pattern" or "6 Nail Pattern" detailed below.
tz-
NJ LINE PA.TiE N
LENGTF Q=:: i" OFF
_. __ _._..__ -- - f ........-
---------------------------
__------ _ ..._ ._-
- ------ _- . --- ------- . ----------
� ��9 .'�;3
-�k7- {�I- .'� .meq �__�.I'.�.
®_. � _� _.✓� �__.1� � ®.....� � ®. -�
C7.. I
j! I
t i
I I
11
--
Figure 5. ProLAMT" Architectural Shingle 4 mail Pattern (non-HVHZ only)
Y�
lTYP
__
451a 6M 4M
f
1
Figure 6. Pro-LAMT'" Architectural Shingle 6 Nail Pattern
ATL13002.6 FL 16305-R6 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
1.--� REEK
i.- .. ECHNiCAL SORV ICES. '_LC
Pinnacle(I Pristine & Basic Wind Speed (V,,„):
StormMasterCJ Shake Basic Wind Speed (Va,t):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)-
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBG requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements -
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed with 6 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 6 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
IfP
----------------------
14"
I
Ili' � � I s►
i I
I
Figure 7. Pinnacle® Pristine and StorrnlillasterQ Shake 4 mail Pattern (Non-HVHZ only)
I
S.:,c. - -_
I_
------ _. - - _ --- ----- ... -------`--
.......... ..-..I
fII
I I !
Figure 8, Pinnacle® Pristine and StorrnMaster@ Shake 6 Nail Pattern
ATL13002.6 FL 16305-R6 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
14 -
CREEK
d ECHM!CAL SERVECE—=, LLC
StormMaster@ Slate Basic Wind Speed (VuIt):
Basic Wind Speed (Vag):
Deck (HVHZ):
Deck (Nan-HVHZ)
Under{ayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBG requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction: Min. 7116 in. OSB existing construction.
In accordance with FSC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21.12.
Installed with 8.5 in. exposure in accordance with IFAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 8.5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or '6 Nail Pattern" detailed below.
Figure 9. StormliMaster0 Slate 4 Nail Pattern
Figure 10. StormMastere Slate 6 Mail Pattern
ATL13002.6 FL 16305-R6 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHI-'iCAL SERVICES, LLC
Pre -Cut@ Starter Strip Basic Wind Speed (Vu,t):
Basic Wind Speed (Vag):
Deck (HVHZ):
Deck (Non-HVHZ)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ)
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19132 in. plywood or wood plank for
new construction; Min. 15132 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15132 in. plywood or wood plank for
new construction; Min. 7116 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Contact
the Atlas Roofing Corporation when installing at slope
greater than 21:12.
Installed in accordance with RAS 115 and manufacturer's
published installation instructions. Shingles shall be
attached as shown below -
Installed in accordance with FBC requirements and
manufacturer's published installation instructions. Shingles
shall be attached as shown below.
C
-------
Mammo„
I2 ga z -J_'' urg thaw, rzii
y V r•
Figure 11. Pro -Cut ®R Starter Strip
ATI -13002.6 FL 16305-R6 Page 9 of 11
This evaluation report is provided for State of Florida prcduct approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
i ARE "
TECHNICAL SF -R ICES. i-.. _.
Pro -Cut@ Hip 5: Midge Basic Wind Speed (V,it):
Basic Wind Speed (Va,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underiayment:
Min. slope:
Installation (HVHZ and
non-HVHZ):
ATLAS ROOFING CORPORATION
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min_ 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with I=BC requirements.
Installed with 5-5/8 inch exposure in accordance with RAS
115 (HVHZ only) and manufacturer's published installation
instructions. The direction of the exposed end shall be
away from the prevailing wind.
�
12 ga. 1 1, _ 2" rind
i Shenk nail
i
i
i
i
f �
i
Figure 12. Pro -Cut® Hip & Ridge
ATI -13002.6 FL 16305-R6 Page 10 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
' ATLAS ROOFING CORPORATION
Asphalt Shingles
—E"CHiNICA(. S1 RVI £S,
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation..
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7168 applies to exposure B & C with a building mean roof height of 33 -ft or less_
6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6°s Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer.
``r`e% ,RerR a�p�f`'i
g 1! No 74021Cc
f
STATE 0 �ZU
`9 /0' N AU '
CERTIFICATION OF INDEPENDENCE
17.0"9°3
N o a2
Zachary R. Priest, P.E.
Florida Registration No. 74021
Organization No. ANE9641
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
PIVD OF REPORT
ATI -13002.6 FL 16305-R6 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The mann€acturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.