HomeMy WebLinkAboutProduct ApprovalLocke Bowden, P.E.
9450 Alysbury Place
Montgomery, AL 36117
Atlantic Metal it of Vero Beach
4310 45' Street
Vero Beach, FL 32966
772-492-8493
Products: FL 17796.1 -FL 17796.6 for Atlantic Metal 11 of Vero Beach
Validation of Product Compliance
Manufacturer: Atlantic Metal it of Vero Beach
Product: All roofing products listed under FL 8646, FL 17796.1 thru 17796.6
January 23, 2017
These roofing products have testing per code protocol to be compliant with Florida Building Code
2017 6" ed., for application as referenced under a Product Approval; FL 17796.1-17796.6.
Product List:
1.5 Nail Strip min. 24 GA
1.5 Snap Lock min. 24GA
1.0 Mechanical Lock 0.032 or 0.040 Aluminum
1.0 Nail Strip min_ 24GA
1.0 Snap Lock min. 24GA
---�5 V Crimp 26GA or 24GA
are compliant under the FBC 2014 FBC 51h ed. and FBC 2017 6th ed. with Florida Product Approval and
are compliant with Rule #61G20-3. 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 Quali%66 ;gray ce Certificate are attached herewith this Product Compliance.
AliLocke 84416, P.E.
FL Reg #r ,J. STATE OF ; [�
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Certificate of PaTticipation
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: 06111/25
K'EYSTO)��
U
Granted; June 11, 2015
LL -
Ongoing program licensure may be verified at Jon Hill, President
www. keystonecerts. com
at Atlantic
4310 45� Street
Vero Beach, FL 32966
(772)257-5730
;Florida Product i,.Method:
Compliant with Florida Building Code 2017 (61' ed.)
Compliant with Florida Product Approval Rule # 61G20-3
Compliant Quality Assurance Program:
FBC Sections:1SO4.3.2, 1506, 1507.4.3, 1517, 1518.9, 1523.6.5.2.4 Underlayment: See Section 1507, Table 1507.1.1
24GA steel, ASTM A792 unpainted or painted w/ Valspar Fluropon or ASTM A653 G90 conforming to FBC 2017 61" ed. Min. 50ksi
15'/:" Wide Female Rib: 1 W tall Male Rib:''/." tall rib w/ slotted strip Panel Seam: Snap Lock
Panel Fastener: Corrosion Resistant Compliant; ALL to penetrate min. Y4" 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" 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 having a current NOA.
**Design Pressure: Panel Slot Fastener Spacing: Panel Pan Fastener Spacing:
-78.5 PSF 11" O.C. N/A
-116 PSF 6/:" O.C. 12" O.C.
24GA steel, ASTM A792 unpainted or painted w/ Valspar Fluropon or ASTM A653 G90 conforming to FBC 2017 6", ed. Min. 50ksi
16" Wide Rib: I X" Panel Seam: Snap Lock Roof Panel Clip: 1SOOSNS, Fixed, 18GA, 3'/:" Long
Corrosion Resistant Clip Fastener. (2) #12-51 Pancake Type A to penetrate min. X" 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.
** Desien Pressure: I Clip Spacing: I Fasteners per C07-
-86.0
lip:
-86.0 PSF 24" O.C.
-108.5 PSF 12" O.C.
-116.0 6" O.C.
.032" or .040" Aluminum, 3105 H-24 unpainted or painted with varspar riuropon conrormmg to rest. zuli o- ea. mm. Z4.1 xsi
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) #12-51 x 1" Pancake Type A to penetrate min. Y.." 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 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: I Clip Spacing: I Fasteners per Clip:
-63.5 PSF 24" O.C. 2
-101.0 PSF 6" O.C. 2
24GA Steel, conforming to FBC 2017 6v' ed. Yield Strength: Min. 50 ksi
16" Wide Female Rib: 1" tall Male Rib: Y4" 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: Panel Pan Fastener Spacing:
-59.75 PSF 16" O.C. N/A
-101.0 PSF 6 %" O.C. N/A
153.5 PSF 6 YA" O.C. 12" O.C.
246A steel, ASTM A792 unpainted or painted w/ Valspar Fluropon or ASTM A653 G90 conforming to FBC 2017 6t' ed. Min. 50ksi
17" Wide Rib Height: 1" Panel Seam: Snap Lock Roof Panel Clips: 1000SN5, Fixed, 18GA, 3 X" Long
Corrosion Resistant Clip Fastener: (2) #12-11 Pancake Head Type A to penetrate min. X" through 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') 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 NDA. Min, slope shall comply w/ FBC 2017 6' ed.
s*Design Pressure: Clip Spacing: Fasteners per Clip:
-67.3 PSF 24" O.C. 2
+ -131.0 PSF 6" O.C. 2
r . - •. •.. •. • - • ... . ..tram
24GA or Min. 26GA Steel, ASTM A792 coated w/ Fluropon or ASTM A653 G90 conforming to FBC 2017 6" ed. Min. 50 ksi
24" Wide Rib Height: 3/8" major rib Fire Barrier: A" Georgia Pacific "Dens Deck" or approved equal.
FOR HVHZ Construction: 19/32' or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood where roof
is less than 19132" 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. 15132" APA Plywood over supports at max. 24"o.c. Min. slope shall comply w/FBC 2017 6u' ed.
"Design Pressure: Fastener Pattern: Fastener Spacing:
-108.5 PSF Panel Rib 12" O.C.
-156.5 PSE J. Panel Rib 6" O.C.
Reference Data: * *DESIGN PRESSURE INCLUDES A SAFETY MARGIN OF 2:1
Force Engineering & Testing (TST-5328)
72-0190T-07
TAS 125-03 (UL 580-061/UL 1897-122)
Farabaugh Engineering & Testing (TST-1564)
T349-07
TAS 100-95
PRI Asphalt Technologies
TAS 110-00 (ASTM G 155/ASTM B 117)
Force Engineering & Testing (TST-5328)
72-018OT-07
TAS 125-03 (UL 580-061/UL 1897-122)
Farabaugh Engineering & Testing (TST-1654)
T107-07
TAS 100-95
Force Engineering & Testing (TST-5328)
72-0191T-07
TAS 125-03 (UL 580-061/UL 1897-122)
Farabaugh Engineering & Testing (TST-1654)
T232-07
TAS 100-95
Force Engineering & Testing (TST-5328)
72-0314T-06
UL 580-941/UL 1897-122
Farabaugh Engineering & Testing (TST-1654)
T158-07
TAS 100-95
Force Engineering & Testing (TST-5328)
72-021OT-07
TAS 125-03 (UL 580-061/UL 1897-122)
Farabaugh Engineering & Testing (TST-1654)
T233-07
TAS 100-95
Force Engineering & Testing (TST-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 IDD -95
1, UL 380-94 test standard is equivalent to UL 580-05 test standards.
i 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 61620-3. Compliance Method: 1-D
4. Engineering analysis for "project speck approval by local authority's w/jurisdictlan is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
G. 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 manufacturing or distributing products
under this evaluation.
Locke Bowden, P.E. is not owned, �operatWA1%Bhki#lilrt� by any company, manufacturer or distributing products under report. B0
.,
Locke Bowden, P.E '-
FL Reg. no. 49704
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