HomeMy WebLinkAboutVALIDATION OF PRODUCT COMPLIANCE4
Locke Bowmen, P.E.
.450 Alysbury Place
Montgomery, AL 36117
Atlantic Metal If of Vero Beach
4310 45* Street
Vero Beach, Ft 32966
772-492-8493
I DIV
Products: FL 17796.1-FL 17796..6 for Atlantic Metal 11 of Vero Beach
�%ONCEALEI) FASTENERS OR ATTACj {MF
APE � . I r � F � � i��lidation of Product Compliance
F�;@�� � {iE �RF�POi ��I�IL{Tl �jr' I NE
CONTRACTOR OF RECORD,
January 23, 2017
Manufacturer: Atlantic Metal 11 of Vero Beach
i
Product: All roofing products listed under FL 8646, IFL 17796.1 thru 17796.6
These roofing products have testing per code protocol to be compliant with Florida Building Code
2M7 a ed., for application as referenced under a Product Approval; FL 17796.1-17796.6.
Product List:
1.5 Nail Strip min. 24 GA THESE PLANS AND All PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
1.5 Snap lock min. 24GA REQUIRED BY FIELD INSPECTORS THAT
1.0 Mechanical lock 0.032 or 0.040 Aluminum MAY BE NECESSARY IN ORDER TO
1.0 Nail Strip min. 24GA COMPLY WITH ALL APPLICABLE CODES.
1.0 Snap Lock min. 24GA
=—V,.Crit�tp 25-G"r, 2#GA—`
are compliant uaa er tihe FgC 2i;14-FBC S h ed. and FBC 2017 6�' 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 Qua Vince Certificate are attached herewith this Product Compliance.
LC
FB
ST. LUCIE COUNTY BUILDI DIVISION
REVIEWED
REVIEWED BO
DATE
PLANS AND E M MUST BE KEPT ON JOB
SITE OR NO INSPECTIONS) WILL BE MADE
�'t v 0 r.3 - 02�6 3
FILE COPY
Certificate of Participation
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,YSTOly'�
C6NTfy/1CATON�B--._IN_C.
Ongoing program Licensure may be verified at
Jon Hill, President
www.keystonecerts.com
Vero Beach, Fl. 32966
Compliant with Florida Building Code 2017 (61" ed.)
Compliant with Florida Product Approval Rule # 61620-3
Compliant Quality Assurance Program:
24GA steel, ASTM A792 unpainted or painted w/ Valspar Fluropon or ASTM A653 690 conforming to FBC 2017 6"' ed. Wn. 5uksa
15 W 9AJide Female Rib: i W tall Male Rib: Y.." tall rib w/ slotted strip Panel Seam: Snap Lock
Panel Fastener: Corrosion Resistant Compliant; ALL to penetrate min. %" through plywood
Through Panel Slot: (1) #1Z-11 x 1" tall Pancake Type A In Pan of Panel: (2) #10-11 x 1" Eclipse Head Type A
FOR HVH Con ruction: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"o.c.
FOR NON-HVHZ Construction: min. 15/32" APA Plywood over supports at max. 24" o.c.
Fire uarraer: Any approvea tare darner naving
a current ivuw.
**Design Pressure:
Panel Slot Fastener Spacing: Panel Pan Fastener Spacing:
-785 PSF
11" O.C. N/A
-116 P5.F
6 %a CI.C. 12" O.G.
24GA steel, ASTM A792 unpainted or painted w/Valspar Fluropon or ASTM A653`G90 conforming to FBC 2017 61^ ed. Min. SOksi
16" Wide Rib:1 i4" Panel Seam: Snap Lock Roof Panel Clip:1500SNS, Fixed,18GA, 3 %" Long
Corrosion Resistant Clip Fastener: (2) #12-11 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 81) 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. Spadng- j
Fasteners: per Clip:
-96.0 PSF
24" O:C.
2
.108.5 PSF
12" O.C.
2
-216.0
.6"O.C.
2
a r y ''^a _ � ®L' s B 0 +i S 9 - "' o • . 9 �"� ° r ®o • ._ Q :. �, ..., a:.... tic. . ,.
.032" or .040�3 AlominUih.3105 H'44 unpainted°or`palif'WitWValspai1Flbrd06W-ronforming#o+0CG 2017 6 dd. Min. 22.7•ksi
16" Wide Rib Height: 1" Panel Seam:1804 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. X" 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 curreni NOA.
1 -63.5 PSF 1 24" O.C. ( 2 1
24GA Steel, conforming to FBC 2017 6°' ed. 'Yield Strength: Min. 50 ksi
16" Wide Female Rib: 1" tall Male Rib: '/s" tail 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 suotiorts at max. 24" o.c. Min. slope shall comely 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 3b" O.C.
N/A
-153.5 PSF
6 YV O.C.
12" O.G
24GA steel, A" A792 unpainted or painted w/ Valspar FWapan or A.SFM A653 GM confonnning to FiX 2017 S"' ed. Min. SOksi
- i' 7" Wide itib Height: V Panel Seam:. Snap Lock Roof Panel Clips;1000SN8, Fixed, 186A,3 W Long
Corrosion Resistant Clip Fastener, (2) #12-11 Pancake Head Type A to penetrate nun. X" through plywood
FOR NVNZ Construction:19/32" or greater APA Plywood or wl ood plank. In reroofing.applications add 15/32" plywood where roof
Es less than 19/32" thick (min.15/32") attachment of theldecking shall be no less than 8D anneal ring shank nails @ 6"o.c.
FOR NQN-EBV&�1Z Constru ion: min.1S/32" APA Plywood over supports at max. 24" o.c.
F;'Ye Barrier: Any approved fire barrier having a current NOA. "n. SID shall comply w/ FEC 2017 a ed.
**Design Pressure: I Clip Spacing: Fasteners
-67.3 PSF I 24s O.C. 1 2
246A or Min. 26GA Steel, ASTM A792 coated w/ Fluropon or ASTM A653 G90 conforming to FBC 2017 6ei ed. Min. 50 ksl
241 amide Rib Height: 31r major rib I Fire Sanier::6" Georgia padfic "Dens Deck" or approved equal.
FOR hVk2 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.15/320) the attachment of the decking shag be no less than 81) annual ring shank nails @ 6"o.c.
F OR NNW-H'HZ Construction: min.15132" APA Plywood over Efforts.at max. Wo.c. On. slope shall comply w/FBC 2017 P ed.
[--*Desian Pressure:
Fastener Pattem:
I Fastener
-"&S PSF
Panel Rib
12" O.G
-156.5 PSF
Panei Rib
W O.C.
Reference data:--6its/vn►wrtasvict JJV"UUwt q sRrcr r mrusvfiv vrd-s
Force Engineering & Testing (TST 5328)
72-019OT-07,
TAS 125 e3 (UL 580-061/W.1897-122)
Fambaugh Engineering & Testing (T5T-1564)
T349.07
TAS 100-%
PPJ Asphalt Technologies
TAS 110.00 (ARM G 1SS/ASTM S 117)
Force Engineering & Testing (TST-S328)
72-0180T-07
TAS 125-03 (UL 580-06=/U11897-122)
Farabaugh Engineering & Testing (TST-1654)
T107-07
TAS 100-95
(� Force Engineering & Testing (TST S328)
7Z-0191T-07 ,
TAS 125-03 (U1580-061/UL 1897122j2
} Farabaugh Engineering & Testing (TST 1654)
T232-07
TAS 100-95
Force Engineering & Testing (TST S'M)
72-0314T-06
UL 580-941/UL 1897-122
Ferabaugh Engineering & Testing (TST 1654)
71WO7
TAS 100-95
Force Engineering & Testing (TST 5328)
72-021OT-07
TAS 32"3 (UL 58"61JUL 1897-121
Farabaugh Engineering& Testing (TST-1654)
T233-07
TA5100.93
{ Force Engineering & Testing (TST 5328)
115-0172T-07 A-C
TA5125-03 (UL 58"61/UL 2897.122)
{{ Farabaugh Engineering & Testing (TST 1654)
T130-07
TAS 100.9S
T215-08
TAS 100-93
1, UL 580-94 test standard is equivalent to UL 58046 teststandards.
L 2. uL la97 98 zest standard Is equivalent to UL 1897-12 test standards.
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6s" ed.. see Chart 1507.1.1
2. Minimum slope to be compliant with Florida Building Cade 2017 6� ed., and per with Manufacturer's installation reference.
3. Products are compliant with State of Florida product approval per Rule 61G203. Compliance Method: 1--D
4. Engineering analysis for "project specific approval by local authority's w/Jurisdiction 6 allowed by other registered engineers.
S. are classification is not part of this acceptance. shear diaphragm values are outsidethis report.
6. support framing in compliance w/FBC 2017 P 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.
C e ka kets au independence:
Locke Bowden, P.E. does not have, not will acquire a financial Interest In any company manufacturing. or distributing products
undw this evaluation.
ocske i awden, Q.E. is not owned, opera,%tow S
any compahy, manufacturer or distributing products under report.
V - WO! "W-0,
Locke Bowden.. P.E � �•
FL Reg. no. 49704 o, 4
4
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STAVE OF :1W
ATLANTIC METAL II OF VERO BEACH, INC.
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ATLANTIC METAL II OF VERO BEACH, INC.
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ATLANTIC METAL II OF VERO BEACH, INC.
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ATLANTIC METAL 11 OF VERO BEACH, INC.
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118D, CONT.
TAPE
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:VALL 7t��N%DI FASTER 0 12" say 0!.S, 'S
'WOOD SLOCKINC (8.0,)
WALL PANEL (BY 01HEIRS'•
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