HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie County
o PRODUCT CONCOUNTY CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida33175-2474
T (786) 315-2590 F (786) 315 2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov'economy
McElroy Metal, Inc.
1500 Hamilton Road
Bossier City, LA 71111
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within tbeir jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: " 23ST " 24 Ga. (0.023" min.) Steel Roof Panels System
APPROVAL DOCUMENT: Drawing titled " 238T 18" 24 GA. Panel ", prepared by McElroy Metal, Inc., dated
November 20.2015, signed and sealed by Chander P. Nangia, P.E., on July 15, 2016, bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the
Miami -Dade County Product Control Section.
NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, Clinton, IL;
Peachtree City, GA; Adelanto, GA; Houston, TX and the following statement: "Miami -Dade County Product
Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #15-1216.03 and consists of this page 1, evidence submitted pages E-1 and E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Hglmy A. Makar, P.E., M.S.
MIAMFDADE COUNTY /!7/� �,/ `'i NOA No. 17-0
829.06
Expiration Date: 12/1121
Approval Date: 12/14120/20/201717
Page 1
www
METALWELROY METAL, INC McELROY
238T Symmetrical Panel (Continued) I Page s of 3
a
a
49�
STANDARD CLIP RETROFIT CLIP
16 GA 16 GA
Standard: Galvanized G90 - ASTMA653 (50 ksi) Standard: Galvanized G90 - ASTM A653 (50 ksi)
Optional: Stainless 304SS - ASTM A240 (50 ksi) Optional: Stainless 304S5 - ASTM A240 (501W)
MULTI -SPAN CLIP
2-Piece
Standard: 24 GA. - ASTM A792 (50 ksi)
Optional: 22 GA - ASTM A792 (50 lest)
*Typically sold in 10' lengths*
O
O
BEARING PLATE
24 GA - ASTM A792 (50ksi)
�7
M
STACKABLE LEVELING SHIM
6"x 6"x'/a"Thick
TALL MULTI -SPAN CLIP
2-Piece
Standard: 24 GA. - ASTM A792 (50 lest)
Optional: 22 GA. - ASTM A792 (50 ksi)
*Typically sold in 10' lengths*
Foam Closure set
in Urethane Sealant
Seam Cap
Continuous bead of
Urethane Sealant
MECHANICAL SEAMIER
HANDSEAMER
NOTE:
All data represented on this sheet may
not be applicable to all widths and
gauges. Please contact McElroy Metal
for more information.
Factory Formed
Metal Closure
FACTp 24 GA.
FQ ASTM A792 (50 ksi)
RyEb
McTAt
Ctvt4
Fa� e
Ct�S o
uRF
ii
Fold Panel Ends
EXPLODED ASSEMBLY
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO AtdY CWRECTIONS
REQUIRED BY r1ELD I��SP��CTORS'I I U,T
KAY UE RECECSARY IN ORDER TO
C01'1PCl WITH ALL APPLICABLE CODES,
1
Page 1 of 3
1810-.03�1 181I -cS. za
ST, LUCIE COUNTY
BUILDING DIVIS
REVIEWE
FOR COMP NC
REVIEWED BY
DATE
PLANS AND PERMI
MUST BE KEPT ON JO OR
Atkins Review Comments:
All materials and all installations shall comply with all the following:
1. All applicable building codes, except for the more stringent requirements of
the approved Miami -Bade NOA.
2. The approved Miami -Dade NOA.
3. Roof panel manufacturer's specifications, except for the more stringent
requirements of the approved Miami -Dade NOA.
4. Coordinate color selections with the Airport Authority, typical.
5. Refer to individual pages of this submittal for additional comments.
STATUS: 10)) AiTKINS
NO EXCEPTIONS SNC•IAYALIiY,.�xw r
EXCEPTIONS NOTED
® REVISE AND RESUBMIT
® REJECTED
[j FOR INFORMATION ONLY
Review is only for general conformance with design concept and
intent of Contract Documents. Contractor is solely responsible for
verifying dimensions, for establishing fabdcation processes, means,
techniques, sequences and procedures of constriction, and for
coordination of work of all trades. Exceptions taken and note to
information does not authorize work resulting in contract cost
revisions unless so stated in a separate letter of Change Order.
BY John I. Johnson, AIA DATE 12/1812018
I+VWe4s ItA l$ti � O'2p
McE�LR®Y METAL, INC r-L ®Y
i.mcelroymetal.com meTAL
238T Symmetrical Panel Page 2 of 3
3ymmetiical r'8of/wall panel used on slopes down to
,.� .1 /4aS. Continuous length. up to 200'. Tapered panels
and convex curving available - 24ft radius minimum.1.
00
M
N
'' - Substrates:: •, ,
1 6' , 18" or 24" Bar:Joist,.Open Purling Plywood, Metal Deck, Re -Roof
PLANK & PENCIL PROFILE (Standard) - ✓over existing Motlified; 36ilt-up, Single -ply or Metal.
16". 18" or 24"
LF_1i137 Z�791�
00
N
I 16". 18" or 24"
STRIATED PROFILE
Do
r7
N
- 1 6", 18" or 24"
00
N
16". 18". or 24"
FLAT PROFILE
Seam Cap with
Continuous Factory
Sealant-(2) Beads.
V)
L�
O
00
r7 Standard
Clip
SEAM ENGAGEMENT
Material
Standard - 24 GA. ASTM A792 (50 ksi)
Optional - 22 GA. ASTM A792 (50 ksi)
.032 and .040 Aluminum ASTM B209 3003
and 20 oz. Copper ASTM 8370
Manufacturing
Roll formed in factory or at jobsite. Curved at jobsite.
(24" panels formed on -site only)
Finishes
Ac lic Coated Galvalume®
Fluoro of er (K nor 500® PVDF resin -based
Pan Conditions
L
profile of existing panels, or as
ed by Airport Authority, typical.
Testing/Agency Approvals
Uplift: FM 4471 Class 1-75, Class 1-195
UL 580 Class 90
ASTM El 592
Static Water: FM 4471 Appendix G, ASTM E2140
Air & Water Infiltration: ASTM El 680, ASTM El 646
Impact Resistance: UL Class 4, FM Class 1-SH
Fire Rating: UL Class A
Texas Windstorm: RC-270
Florida Building Code: 16606.1, 16606.2, 16606.3
Miami Dade: NOA# 15-1216.03
*Testing and Approvals are product specific. Please
inquire for details.*
NOTE:
All data represented on this sheet may
not be applicable to all widths and gauges.
Please contact McElroy Metal for more
information.
O O
W 00
"I\
17 Standard M Standard 3
Clip Clip
BEFORE SEAMING AFTER SEAMING
r
McElroy Metal, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #15-1216.03
A. DRAWINGS:
1. Drawing titled " 238T 18" 24 GA. Panel ", prepared by McElroy Metal, Inc., dated
November 20. 2015, signed and sealed by Chander P. Nangia, P.E., on July 15, 2016
B. TESTS
1. Test report on Large Missile Impact Test, prepared by Force Engineering & Testing,
Inc., Test Report # 90-0083T-15E, dated 11111115, signed and sealed by Terrence E.
Wolfe, P.E.
2. Test report # VLS 005-02-01 on 1000 hours in salt spray per ASTMB117, prepared by
PRI Construction Materials Technologies. dated 02/22/2013, signed and sealed by
Zachary R. Priest, P.E.
3. Test report # YLS-004-02-01 on 2000 hours Accelerated Weathering per ASTM G26,
prepared by PRI Construction Materials Technologies, dated 0212212013, signed and
sealed by Zachary R Priest, P.E.
4. Water Spray Leakage Test per FM4471, Appendix G, prepared by Force Engineering
& Testing, Inc., Test Report # 90-0083T-15F, dated 11111115, signed and sealed by
Terrence E. Wolfe, P.E.
5. Structural Performance Test report per TAS 125-03 per ASTME 1592-01, prepared
by Force Engineering & Testing, Inc., Test Report # 90-0083T-15A-D, dated
11/11115, signed and sealed by Terrence E. Wolfe, P.E.
6. Wind and Wind Driven Rain Resistance Test report per TAS 100-95, prepared
by Farabaugh Engineering and Testing, Inc., Test Report # T283-15, dated
10126115, signed and sealed by Daniel G. Farabaugh, P.E.
C. CALCULATIONS:
1. Calculations titled "Maximum allowable Design Pressures", dated 11125115, 10
pages, prepared, signed and sealed by Terrence E. Wolfe, P.E.
D. QUALIT'Y ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS:
1. Tensile Test per ASTME-8-13a, Test Report # 90-0083T-ISA-D, dated 11111115,
prepared by Force Engineering & Testing, Inc., signed and sealed by Terrence E.
Wolfe, P.E.
F. STATEMENTS
1. Florida Building Code, 2014 Edition, compliance letter prepared by Chander P.
Nangia, dated 11125/2015, signed & sealed by Chander P. Nangia, P.E.
" e4CMy A Ma.S.
Product Control Section Supervisor
NOA No.17-0829.06
Expiration Date: 08/11/2021
Approval Date: 12/14/2017
E-1
McElroy Metal, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS:
1. None.
B. TESTS
1. None.
C. CALCULATIONS:
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County Department of Regulatory and Economic Resources.
E. MATERIAL. CERTIFICATIONS:
1. None.
F. STATEMENTS
1. Florida Building Code, 2017 Edition, compliance letter prepared by Chander P.
Nonria. dated 0811412017. sinned & sealed by Chander A Nanaia. P.E.
Atkins Review Comments:
All materials and all installations shall comply with all the following:
1. All applicable building codes, except for the more stringent requirements of
the approved Miami -Dade NOA.
2. The approved Miami -Dade NOA,
3. Roof panel manufacturer's specifications, except for the more stringent
requirements of the approved Miami -Dade NOA.
4. Coordinate color selections with the Airport Authority, typical.
5. Refer to individual pages of this submittal for additional comments.
STATUS: ATKINS
❑ NO EXCEPTIONS srec•1nv�u a MMu.r..a ,.
® EXCEPTIONS NOTED
❑ REVISE AND RESUBMIT
❑ REJECTED
❑ FOR INFORMATION ONLY
Review is only for general conformance with design concept and
Intent of Contract Documents. Contractor is solely responsible for
verifying dimensions, for establishing fabrication processes, means,
techniques, sequences and procedures of construction and for
coordination of work of all trades. Exceptions taken and note to
information does not authorize work resuPJng in contract cost
revisions unless so stated in a separate letter of Change Order.
By John I. Johnson., AIA DATE 12/18/2018 11E — 2
Ci lellny A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No.17-0829.06
Expiration Date: 08/11/2021
Approval Date: 12114/2017
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Atkins Review Comments:
All materials and all installations shall comply with the following:
'i. All applicable building codes, except for the more stringent requirements of
°F E the approved (Miami -Dade NOA.
2. The approved Miami -Dade NOA.
3. Roof panel manufacturer's specifications, except for the more stringent
requirements of the approved Miami -Dade NOA,
4. Coordinate color selections with the Airport Authority, typical.
5. Refer to individual pages of this submittal for additional comments.
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ACRYLIC PROPERTIES htto://%Mw.olaskolite-com/Fabrication/Acrylic/Optix
;PIdYSIC V. °
TCST, MET1301)ACRYLIC
—
o,-UNITS
_-- -- — --�--
Specific Gmvity/Relatve Density
ASTM D-792 i 1.19 j
Optical Refractive Index
ASTM 0.542 nD 1.49
Light Transmission -Total
-_-_-_-_._-_._—
ASTM D-1003._._.—_ i _ _—._-_._.___� .92_—._—�._._ _
LightTransmission -Hau
ASTM0.1003.�._.�_._ ._._-__.�2 -_-_._-_._._-_--------
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Sound Transmission
ASTM E90/E413 i db 27
-- —
Water Absorption � ASTM D-570 1 %Bywt 10.4
_._.__._._._._.��._._-_._._.—__._.�.__—._._.d_.___._
Shrinkage 1 ASTM D-702 i % <5
-CFIIIAICAL - E TFSTMET1C011 ' Ut7C1S ACRYLIC
Resistance to Stress - Critical Crazing Stress to: Isopropyl Alcohol E ARTC Modification of MIL-P6997 1 psi
900
Resistance to Stress -Critical Crazing Stress to: Lacquer Thinner ARTC Modification of MIL-1`6997 j psi
500
Resistance to Stress - Critical Crazing Stress to: Toluene ARTC Modification of MIL-P6997 i psi
1,300
Resistance to Stress - Critical Crazing Stress to: Solvesso 100 j ARTC Modification of MIL-P6997 I psi
1,600
MECHANICAL �
TESTMETHOD .UNCI'S'
ACRYLIC
_
Tensile Strength
.._.__-_._.__....__._.__.__.___.____ .__._.__._._._._------------- ..-_
ASTM D-638 psi 11,030
---------- ._._.___._---- _._-.._._._._._-_-_-
TensileElongation -Max.
ASTM D-638 % 5.8
Tensile Modulus of Elasticity
ASTM D-638 psi 490,000
——_---W+--^^_-
psi
`
Flexural Strength
ASTM D-790 I 17,000
Flexural ModWw of Elasticity —^'
ASTM D-790 psi 490,000
Izod Impact Strength- Molded Notch
ASTM D-256 fl-lb/in Notch 0.4
land Impact Strength -Milled Notch
ASTM D-256 1 fi-]Win Notch 0.28
Tensile Impact Strength ^---—w.—_._'-----.--_-
ASTMD-1822 -_—.e fi-Ib/ina'-- - 20-----�—
Abrasion Resistance - Change in Haze - 0 cycles
ASTM D-1044 i Haze, % 0
Abrasion Resistance -Change in Haze - 10 cycles
_
1
ASTM D-1044 j Naze, % 11.2
Abrasion Resistamce-Change in Haze -50 cycles
ASTM D-1044 j Hau, % 24
Abrasion Resistance - Change in Haze, - 200 cycles ---
------______ __--------
ASTM D-1044 a Haze, % 24.9
—
Rockwell Hardness
ASTM D-785
M-95
?BERM.4L
TES C METHOD
UNQS
ACRYLIC
Maximum Recommended Continuous Service Temperature
i°F
170-190
_.. --- - - - — ------------- ---- .---------
--
------- --- -�...
.- ---
SofteningTemperature
°F
210-220
—
Melting Temperatrc
--f—F
300-315
Melt Flow Rate
ASTM D-1238
g1lo mi..
1.5
Deflection Temperature 264 psi (1_8 MPa)—_-------
ASTM D-648
f"
203
_-_-_-----_--_�_—
Deflection Temperature 66 psi (0.45 MPa)
ASTM D-648
-__-_-_-_—_--
1 °F
----_-
207
Coefficient ofThermal Expansion - 30 to 30°C
ASTM D-696
1 in/(in-°F) x 10-s
3.0
Thermal Conductivity
ASTM G177
j BTU-N(hr-ftt-°F)
0.075
------------._-__.___.a.�._.__._.__-__._.__
Flammability(Burning Rate)
y
ASTM D-635
l Wminute---_----- .......
1.019
Flammability
B2
Smoke Density Rating
----------------------u---.-.--_
ASTM D-2843
%--- --
3.4 v
Self -Ignition Tempemtne
---------
ASTM D-I929
F
833
Flame Spread Index
- _-_._—
ASTM
115
Smoke Developed Index
ASTM Ego
550
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