HomeMy WebLinkAboutProduct approvals C-,
Locke Bowden,P.E. January 23,2€117
9450 Alysbury Place
Montgomery,AL 36117
Atlantic Metal 11 of Vero Reach
4310 45"Street
Vero Beach,Fl. 32966
772-492-8493
Products-FL 17796i1-FL 17796..6 for Atlantic Metal 11 of Vero Beach
REVIEWED FOR
Validation of Product Compliance
CODE COMPLIANCE '
ST. LUCIE COUNTY
Manufacturer: Atlantic Metal It of Vero Beach BOCC
Product: All roofing products listed under FL 8646,FL 17796.1 thru 17796,6
These roofing products have testing per code protocol to be compliant with Florida Building Code
2017 61h ed.,for application as referenced under a Product Approval;FL 17796.1-17796-6.
Product List:
1.5 Nail Strip min-24 GA V
1.5 Snap Lock min.24GA cul vKAC- OR CO
1.0 Mechanical Lock 0.032 or 0.040 Aluminum
1.0 Nail Strip min.24GA
1.0 Snap Lock min.24GA
V Cririip 26GA'or 24GA
are compliant under the FEC 2014 FBC 51 ed.and FBC 2017 e ed.with Florida Product Approval and
are compliant with Rule#61G20-3I All product testing is compliant with Code Testing Requirements.
Products may be permitted and installed which follow.the specifications and within the parameters of
the Attached Evaluation Reports listed under FL 17796.1 thru FL 17796.6. Product Evaluation' reports
and Keystone.Quality,4)11Wance Certificate are attached herewith this Product Compliance.
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Cenificate of Panicipation
Is Hereby Granted to:
Atlantic Metal II of Vero Beach , Inc.
4020 43rd Ave.
Vero Beach, FL 32960
,
To attest the manufacturer is a licensed participant in the
,
Keystone Quality Assurance Program
Licensee No: 1032
Scope of Licensure: FPA
Expires: 06/11/25
Granted: June 11,2015
�E,YSTON� ,
CKIfT�P/CAT,ONB.1 NC. '
Ongoing program licensure may be verified at Jon Hill, President
www.keystonecerts.com
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' . •• a BeachInc
_ 4310 45u'Street
Vero Beach, FL 32966
(772)257-5730
_ - .. .•d_ s
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Compliant with Florida Building Code 2017 (6"'ed.)
Compliant with Florida Product Approval Rule#61G20-3
Compliant Quality Assurance Program:
FBC Sections:l504.3,2,1506;1507,4.3,1517,1518.9,-2523.6.5.2.4 Underlayment:See Section 1507,Table:1507.1.1
24GA Roof,Pa'nelOver Plywdod
24GA steel,ASTM A792 unpainted or painted w/Valspar Fluropon or ASTM A653 G90 conforming to FBC 2017 6 ed. Min.50ksi
15%"Wide Female Rib:1 A"tall Male Rib:X"tall rib w/slotted strip Panel Seam:Snap Lock
Panel Fastener: Corrosion Resistant Compliant,ALL to penetrate min.%"through plywood
Through Panel Slot:(1)#12-11 x 1"tall Pancake Type A In Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A
FOR HVHZ Construction:19/32,r or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where)roof
is less than 19/32"thick(min.15/32")the attachment of the decking shall be no less than 8D annual ring shank nails@ 6"o.c.
FOR NON-HVHZ Construction:min.15/32''APA Plywood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier havin&a current NOA.
"Design Pressure: Panel Slot Fastener Spacing: Panel Pan Fastener Spacing:
=78:5'PSF 11"O.C. N/A
-116 PSF 634"O.C. 12":O.C.
RIM E • „
24GA steel,ASTM A792 unpainted or painted w/Valspar Fluropon or ASTM A653'G90.conforming to.FBC 20176 'ed. Min.50ksi
16"Wide Rib:3 W Panel Seam:Snap Lock Roof Panel Clip:-1'SOOSNS,Fixed,18GA,3 X"Long
Corrosion Resistant Clip Fastener:(2)#12-11 Pancake Type A to penetrate min.-M"thru plywood.
FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood add 15/32"
plywood where roof is less than 19/32"thick(min.15/32")the attachment of the decking shall be no less than 8D annual'ring
shank nails @ 6"o.c.
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier having a current NOA.
"Design Pressure: Clip Spacing: Fasteners per Clip:
•86.0 PSF 24"OX. 2
-108.5 PSF 12"O.C. 2
-116.0 6"-O.C. - 2
.032"or.040"Aluminum;3105 H-24unpainted:or painted with'Vaispar Flutdpon-conforming to'FBC 2017 6 ed Min.22.71sl
16"Wide Rib Height:1" Panel Seam:180°Seam,Double Lock w/mechanical seamer
Roof Panel Clip:UC-3 Stainless,Steel Butterfly Clip Assembly;Two-Piece Slider
Corrosion Resistant Clip Fastener:(2)#12-11 x 1"Pancake Type A to penetrate min.%"thru plywood
FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where roof
is less than 19/32"thick(min.15/32")the attachment of the decking shall be no less than 81)annual ring shank nails @ 6"6.c.
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.
Fire Barrier:Any approved fire barrier having a current NOA.
"Design Pressure: Clips acing: Fasteners per Clip:
-63.5 PSF 24"O.C. 2
7101:0 PSF. 6"O.C. 2
UAW 'JAILIF I AW,
24GA Steel,conforming to FBC 2017 61h`ed. Yield Strength:Min.50 ksi
16"Wide Female Rib:1"tall Male Rib: '/."tall rib w/slotted strip Panel Seam:Snap Lock
Panel Fastener:Corrosion Resistant Compliant,ALL to penetrate%"min.through plywood
Through Panel Slot:(1)#10-13 x 1"GP Pancake Type A In Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A
Substrate:Min.15/32"APA Plywood over supports at max.24"o.c. Min.slope shall comply w/FBC 2017 61 ed.
"Design Pressure: Panel Slot Fastener Spacing: Pinel-Pan Fastener Spacing:
-59.75 PSF 16"O.C. N/A
-101.0 PSF 6%"O.C. N/A
-153.5 PSF 6 X"O.C. 12"O.C.
24GA steel,ASTM A792 unpainted or painted w/Valspar Fluropon or ASTM A653 G90 conforming to FBC 2017 bei ed. Min:50ksi
17"Wide Rib Height:1" Panel Seam:Snap Lock Roof Panel Clips:1000SNS,Fixed,28GA,3 f"Long
Corrosion Resistant Clip fastener:(2)#12-11 Pancake Head Type A to penetrate min.'/,"through plywood
FOR HVHZ Construction:19/32"or greater APA Plywood.or wood plank.In reroofing applications add 15/32"plywood where roof
n in: "
is less than 19 32 thick m 15 32" attachment n 1
/ ( / ) en of the decking shall be no less than 8D annual ring shank nails @ 6 o.c
FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"a.c.
Fire Barrier:Any approved fire barrier having a current NOA. Min.slope shall comply w/FBC 2017 6s'ed.
"*Design Pressure: Clip Spacing: Fasteners per clip:
-67.3 PSF 24"O.C. 2'
-131.0 PSF. .6°O.C. .2-
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-
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OFF WWI
24GA or Min.26GA Steel,ASTM A792 coated w/Fluropon or ASTM A653 G90 conforming to FBC 2017 61'ed. Min.50 ksi
24"Wide Rib Height:3/8"major rib Fire Barrier:%"Georgia Pacific"Dens Deck"or approved equal.
FOR HVHZ Construction:19/32°or greater APA Plywood or wood plank.In reroofing applications.add 15132"plywood where roof
is less than 19J32"thick(min.15132')the attachment of the decking shall be no-less than 8D annual ring shank nails @ 6' .c.
FOR NON-HVHZ Construction:min.15/32"APA PIywood over supports at max.24"o.c.Min.slope shall comply wJFBC 2017 6 h ed.
*"Design Pressure: Fastener Pattern: Fastener S aciti :
-108.5 PSF Panel Rib 12"O.C.
-156.5-PSF Panel Rib
Reference Data: "DESIGN PRESSURE INCLUDES A SAFEW MARGIN OF2:1
Force Engineering&Testing(TST 5328) 72-019OT-07 TAS 125-03(UL 5$0-061/UL 1897-122)
Farabaugh Engineering&Testing(TST-1564) T34"7 TAS 100=95
PRI Asphalt Technologies TAS 110-00(ASTM G 155/ASTM 8117)
Force Engineering&Testing(TST-5328) 72-01BOT-07 TAS 125-03(UL 580-06111.11.1897-122)
Farabaugh Engineering&Testing(TST-1654) T107-07 TAS-aw-95
Force Engineering&Testing(TS7 5328) 72-0191T-07 TAS 125-03 L(UL 580-06=/UL 1897-122)
ti Farabaugh Engineering&Testing(T5T-1654) T232-07 TAS 100=95
i� Force Engineering&Testing(TST 5328) 72-0314T-06 UL 580-941/UL 1897-127
1 Farabaugh Engineering&Testing(TST=1654) T15&07 TAS-100-95
!{ Force Engineering&Testing(TST-5328) 72-021OT-07 TAS 12x03(UL 580-061/UL 1897-127)
Farabaugh Engineering&Testing(TST-1654) T233-07 TAS-200-95
Force Engineering&Testing(TS7 5328) 115-0172T-07 A-C TAS 125-03-(UL 580-061/UL 1897-122)
Farabaugh Engineering&Testing(TST--1654) T130-07 TAS 100-95
T215-08 TAS-100-95
1.UL 580-94 test standard is equivalent to UL 580-06 teststandards.
2. UL 1897-98 test standard is equivalent to UL 1897-12 test standards.
Limitations:
1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6TH ed.:see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Code 2017 6th ed.,and per with Manufacturer's installation reference.
3. Products are compliant with State of-Florida product approval per Rule 61G20-3. Compliance Method: 1-D
4. Engineering analysis for"project specific approval by local authority's w/Jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. shear diaphragm values are outsidethis report.
6. Support framing in compliance w/FBC 2017 6v'ed.,Chapter 22 Steel,Chapter 23 Wood-and Chapter 16 Structural Loading.
7. This report does not imply warranty,installation,recommended product use outside of this report.
Certificate of Independence:
Locke Bowden,P.E.does not have,not will acquire a financial interest in any company manufacturingor distributing products
under this evaluation.
Locke Bowden,P.E.isnot owned,operate;f(,p1t�Fi4ifilW by any company,manufacturer or distributing products under report.
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FL Reg. no.49704 s o. 4
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ATLANTIC METAL II OF VERO BEACH, INC.
5V Crimp 24GA or 26GA Min.Thru Fastened over Plywood-INSTALLATION DETAILS
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5V Crimp 24GA or 26GA Min.Thru Fastened over Plywood—INSTALLATION DETAILS
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6V Crimp 24GA or 26GA Min.Thru Fastened over Plywood—INSTALLATION DETAILS
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6V Crimp 24GA or 26GA Min.Thru Fastened over Plywood—INSTALLATION DETAILS
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Gulfcoa t
SUPPLY & MEANUiFACT'URING
Gulf Coast Supply LLC
4020 SW 449"' St.
Horseshoe Beach, FL 32648
PH: (352) 498-0778
FX: (352)498.7852
www.GulfCoastSuppty•com
To Whom It May Concern: (
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Gulf Coast Supply LLC. approves the installation of 26ga 5v Crimp roofing panels
over one layer,of shingles or modified roofing, as allowed for in "Florida
Building Code Section 9510 Reroofing, 9510.3 Recovering versus f
replacement", providing .a barrier layer is applied between the existing roofing
and the metal panels (minimum 15#asphalt saturated felt paper, Titanium UDL-
256 or equivalent). Installation in this manner is approved by Gulf Coast Supply
&-Mfg as the manufacturer, as required by the Florida Building Code. Decking
must be minimum 15/32" CDX plywood, and must be inspected to insure that it
has not deteriorated to the point that it is not adequate as a base for additional
roofing.
Jonathan Sherrill
President
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Certificate of Authorization No. 29824
CREEK 17520 Edinburgh Drive
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813)480-3421
EVALUATION REPORT FLORIDA BUILDING CODE,C EDITION(2017)
Manufacturer: TAMKO BUILDING-PRODUCTS, INC. Issued October 19,2017
P.O. Box 1404
Joplin, MO 64802
(417)624-6644
http://www.tamko.com
Quality Assurance: UL LLC(QUA9625)
SCOPE
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Category: Roofing
Subcategory: Underlayments
Code Sections: 1507.1.1
Properties: Physical properties
PRODUCT DESCRIPTION
TAMKO®ASTM Slate ASTM.D 6380, Class M,Type II underlayment constructed from organic felt saturated
Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules.
TAMKO®ASTM Tile ASTM D 6380, Class M,Type II underlayment constructed from an organic felt saturated
Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules.
TAMKO®Master ASTM D 6380, Class S,Type IV underlayment constructed from an organic felt saturated
Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For
use in non-HVHZ only.
TAMKO®Moisture Self-adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane
Guard® with a mineral surfacing and a removable release film on the adhesive side and
removable selvedge release tape.
TAMKO®No.15 ASTM ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®No.30 ASTM ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.'
Organic Felt
TAMKO®No.30 UL ASTM D 226,Type II underlayment constructed from a non-perforated organic felt that is
Asphalt Saturated saturated with asphalt.
Organic Felt
TAMKO®TW Metal and Self-adhered, flexible,ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane
Tile Underlayment with a polymer film on the surface and a removable release film on the adhesive side.
TAMKO®TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with 'a
Underlayment polymer film on the surface and a removable release film on the adhesive side.
TBP14001.4 FL12328-R8 Page 1 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.
CREEKDp�" j,� TAMKO BUILDING PRODCUTS,INIC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
TAMKO@ TAM-FELT Alternate to ASTM D 226,Type I and Type II underlayment constructed from a non-
perforated
YP Y '
perforated organic felt that is saturated with asphalt.
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 1/8" gap at abutting
joints.
The minimum application temperature shall be 50°F except as follows:
a) The minimum application temperature of TAMKO@ TW Metal and Tile Underlayment and TAMKO@ TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKO(D Moisture Guard@ shall be 35°F.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMKO@ ASTM Slate Surfaced Roll Roofing shall be 2:12.
Underlayments shall be exposed in accordance with the manufacturer's recommendations, but in no case shall
exposure exceed 30 days.
Exception: TAMKO@ TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adheringunderla ments may be adhered to rimed or un rimed plywood substrates -
Y Y P P p yw bst ates in the non HVHZ.
All roof coverings shall be mechanically fastened through the underlayment to the roof deck.
Allowable Roof Coverings:
Metal Roof Mineral Wood
Asphalt Panels and Surfaced Roll Shingles and Slate Clay and
Underlayment Shingles Shin les Roofing Shakes Shingles Concrete Tile
TAMKO@ ASTM Slate Y' N N N N Y
Surfaced Roll Roofing
TAMKOO ASTM Tile N N N N N Y
Underlayment
TAMKO@ Master Smooth Y' N N N N N
TAMKO@ Moisture Guard® Y N N N N N
TAMKO@ No.15 ASTM
Asphalt Saturated Organic Y Y Y Y2 N N
Felt
TAMKO@ No.15 UL Asphalt Y Y Y Y2 Y N
Saturated Organic Felt
TAMKO@ No.30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKO@ No.30 UL Asphalt Y Y Y N Y N
Saturated Organic Felt
TAM KO@ TW Metal and Tile
Underlayment Y Y N N N Y
TAMKO@ TW Underlayment Y Y N N N N
TAMKO@ TAM-FELT Y N N N N N
Notes: 1)Open valley applications per 1507.2.9.2
2)Wood shingles only
TBP14001.4 FL12328-R8 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.
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CREEK TAMKO BUILDING PRODCUTS, INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
LIMITATIONS
1) Fire Classification is not within the scope of this evaluation.
2) Wind uplift resistance in not within scope of this evaluation.
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 FBC
compliant installation detail shall prevail.
4) Contact the manufacturer when installing at temperatures below the minimum application temperature.
5) Unless otherwise stated,the minimum roof slope shall be in accordance with FBC requirements.
6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped
in successive courses installed up the deck in a manner that effectively sheds water from the deck. End
laps shall be staggered between courses in accordance with the manufacturer's application instructions. ii
7) The underlayment may be used as described in other current FBC product approval documents.
8) The underlayment shall not be installed over existing roof coverings.
9) Contact the manufacturer regarding specific exposure limits for each underlayment.
10) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61 G20-3.
REFERENCES
I
Entity Report No. Standard Year
PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-193-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-214-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-219-02-01 ASTM D 226 2009
PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013)
PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016
PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995
ASTM D 4798 2011
PRI Construction Materials Technologies(TST6049) TAP-311-02-01 ASTM D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 ACC 188 2012
PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM.D 1970 2015a
PRI Construction Materials Technologies(TST6049) TAP-388-02-01 ASTM D 1970 2015a
UL LLC(TST9628) 13CA12269 ASTM D 226 2009
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TBP14001.4 FL12328-R8 Page 3 of 4
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.
I
CpEEK TAMKO BUILDING PRODCUTS, INC.
[� TAMKO Underlayments
TECHNICAL SERVICES, LLC
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COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code, 6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer.
,,`,����a►►►►�►���
`,QG`.j•`'PG E N 'Fs-., 2017.10.191
�(No 74021 Nr,. 12:15:58
�—, vyry•,r plaa4�—
___. -04'00'
13'. STATE OF 1,U
•'•;c4 P•'_�:� Zachary R. Priest, P.E.
O �
Florida
on No.
'9/0 Organization Organization No!021
ANE9641
�►►►►n�lfr .
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CERTIFICATION OF INDEPENDENCE
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.
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END OF REPORT
TBP14001.4 FL12328-R8 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.
i