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RECEI D JUL 2.12015
MIAM!'1 DE
0112 MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) %,vnv.miamidadaQov/vera
Union Corrugating Company
P.O.Box 229
Fayetteville,NC 28302
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
(hi 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 their 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 Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 5V Metal Roof Panel
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo, city,state and 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 revises NOA# 12-0214.15 and consists of pages I through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.:12-1231.03
MIAMMADECODUNTY
Expiration Date:05/17/17
Approval Date:03/21/13
Page 1 of 11
ROOFING ASSEMBLY APPROVAL:
Catenorv: Roofing
Sub-Cateswry: Non-Structural Metal Roofing
Material: Steel
Deck Type: Wood
Maximum Desmon Pressure -150 psf(See General Limitation#2)
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Product
Specifications Description
5V Metal Roof Panel Length:varies TAS 125 Metal Roof panel coated with various
Width:26" approved coatings of Ceram-A-Star®900.
(Coverage width:24")
Height: r/Z"
Min. Thickness 0.019"
Min.Yield Strength: 78ksi
MANUFACTURING LOCATION:
1. Ocala.,FL.
2. Fayetteville,NC.
EVIDENCE SUBMITTED:
Test Agengy Test Identifier Test Name/Reyort Date
PRI Construction UCC-005702-01 TAS 125 01/06/12
Materials Technologies
PRI Construction UCC-007-02-01 TAS-100 01/06/12
Materials Technologies
Farrabaugh Engineering T164-06 TAS-125 06/08/06
and Testing,Inc.
Farrabaugh Engineering T164-06 TAS-125 10/15/07
and Testing,Inc..
Akzo Nobel Coatings,Inc. Lab Test Certification ASTM B-117
ASTM G-23
PRI Asphalt HTL-001-01-01 PA 100 02/18/02
Technologies,Inc.
Hurricane Test 0293-0202-06 TAS 125 06/05/06
Laboratory,Inc.
Hurricane Test 0293-0609-05 TAS 125 06/22/05
Laboratory,Inc.
NOA No.: 12-1231.03
MIAM%DADE COUNTY Expiration Date:05/17/17
Approval Date:03/21/13
Page 2 of 11
APPROVED ASSEMBLIES:
System A: "5V26 Ga.Metal Panel
Deck Type: Wood,Non-insulated
Deck Description: New Construction or Re-Roof 15/32" or greater plywood or wood plank.
Slope Range: 2": 12"or greater
Maximum Uplift See Table A Below.(See Limitation#2)
Pressure:
Deck Attachment: In accordance with applicable Building Code,but in no case shall it be less than 8d ring
shank nails spaced 6" o.c around the perimeter and 6" o.c. in the field. In reroofing,
where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method
must be in addition to existing attachment.
Underlayment: Minimum Underlayment shall be a ASTM D 226 Type H installed with a minimum 4"
side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-
caps and 11/a" annular ring-shank nails, spaced 6" o.c. at all laps and two staggered
rows 12"o.c. in the field of the roll.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with Union Corrugating Company's current published installation instructions.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the fire
barrier within the assembly. See Limitation# 1.
Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Union
Accessories: Corrugating Company's current published installation instructions and details.
Flashing, penetrations, valley construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application Standards
.RAS 133.
5V Roofing Panels shall be fastened with a minimum.of 49 Hex Head Wood corrosion
resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate
through the sheathing a minimum of/1G". Fasteners shall be place in accordance with
fastener detail herein as follows:
1. All fasteners are to be located on top of the ribs as shown in Detail A herein.
2. All fasteners at center rib,underlap rib, and overlap rib shall be spaced at a
maximum distance listed in Table A below parallel to the roof slope. See Detail A
herein.
TABLE A
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner'
Maximum Design Pressures -85.825 psf -113.1 psf
Maximum Fastener Sp acin 24"o.c. 12"o.c.
1.Extrapolation shall not be allowed
NOA No.: 12-1231.03
QM[AM%M1.D�ADECOU=NTY Expiration Date:05/17/17
Approval Date:03/21/13
Page 3 of 11
System B: "5V'26 Ga.Metal Panel
Deck Type: Wood,Non-insulated
Deck Description: New Construction or Re-Roof 15/32" or greater plywood or wood plank.
Slope Range: 2": 12" or greater
Maximum Uplift The maximum allowable design pressure for the 24"wide panel
Pressure• shall be-120.9 psf.(See Limitation#2)
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than#8 x 2"
wood screws spaced 6" o.c around the perimeter and 12" o.c. in the field.. In reroofing,
where the deck is less than 19/32" thick{Minimum 15/32") The above attachment method
must be in addition to existing attachment.
Underlayment; Minimum underlayment shall be a ASTM D 226 Type H installed with a niiiiiinurn 4"
side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-
caps and 11/4" annular ring-shank nails,spaced 6"o.c. at all laps and two staggered
rows 12"o.c.in the field of the roll.
Valleys:' Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with Union Corrugating Company's current published installation instructions.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the fire
barrier within the assembly. See Limitation# 1.
Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Union
Accessories: Corrugating Company's current published installation instructions and details.
Flashing, penetrations, valley construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application Standards
RAS 133.
5V Roofing Panels shall be fastened with a minimum of#9 Hex Head Wood corrosion
resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate
through the sheathing a minimum.OV/16". Fasteners shall be place in accordance with
fastener detail herein as follows:
I Panel side ribs shall be fastened along side of the panel inside ribs,one fastener at
the overlap and one fastener at the underlap. Center panel rib shall be fastened with
one fastener at the overlap side of the panel.
2. All fasteners at center rib,underlap rib, and overlap rib shall be spaced at a
maximum of 24 inches o.c.parallel to the roof slope. See Detail B herein.
NOA No.: 12-1231.03
MMMADECOU Expiration Date:05/17/17
Approval Date:03/21/13
Page 4 of 11
System C: "W'26 Ga. Metal Panel
Deck Type. Wood,Non-insulated
Deck Description: New Construction or Re-Roof 15/32" or greater plywood or wood plank.
Slope Range: 2": 12" or greater
Maximum Uplift See Table C Below.(See Limitation 42)
Pressure:
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6" o.c around'the perimeter and 6" o.c. in the field. In reroofing,
where the deck is less than 19/32" thick (Minimum 15/32") The above attachment method
must be in addition to existing attachment.
Underlayment: Minimum underlayment shall be a ASTM D 226 Type 11 installed with a minimum 4"
side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-
caps
incaps and 1'/"annular ring-shank nails,spaced 6"o.c. at all laps and two staggered
rows 12" o.c. in the field of the roll.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with Union Cott ugating Company's current published installation instructions.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the fire
barrier within the assembly. See Limitation# 1.
Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Union
Accessories: Corrugating Company's current published installation instructions and details.
Flashing, penetrations, valley construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application Standards
RAS 133.
5V Roofing Panels shall be fastened with a minimum of#9 Hex Head Wood corrosion
resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate
through the sheathing a minimum of 3/16". Fasteners shall be place in accordance with
fastener detail herein as follows:
1. All fasteners are to be located on side of the ribs as shown in Detail C herein.
2. All fasteners alongside center rib,underlap rib,and overlap rib shall be spaced at a
maximum distance listed in Table C below parallel to the roof slope. See Detail C
herein.
TABLE C
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner'
Maximum Design Pressures -63.75 psf -106.5 psf
Maximum Fastener Spacing 16"o.c. 16"o.c.
Fastener Location See Detail C—Field Condition See Detail C—Perimeter and
Corner Condition
NOA No.: 12-1231.03
MIAMNL?AD; 511� Expiration Date:05/17/17
Approval Date:03/21/13
Page 5 of 11
System D: "5V'26 Ga. Metal Panel
Deck Type: Wood,Non-insulated
Deck Description: New Construction 19/32" or greater plywood or wood plank.
Slope Range: 2": 12" or greater
Maximum Uplift See Table D Below.(See Limitation#2)
Pressure:
Deck Attachment: In accordance with applicable Building Code, but in no case shall it be less than 8d ring
shank nails spaced 6"o.c around the perimeter and 6" o.c.in the field.
Underlayment: Minimum underlayment shall be a ASTM D 226 Type R installed with a minimum 4"
side laps and 6"end laps. Underlayment shall be fastened with corrosion resistant tin-
caps and 11/4"annular ring-shank nails,spaced 6"o.c.at all laps and two staggered
rows 12"o.c.in the field of the roll.
Valleys: Valley construction shall be in compliance with Roofing Application Standard RAS 133
and with Union Corrugating Company's current published installation instructions.
Fire Barrier Board: Any approved fire barrier having a current NOA. Refer to a current fire directory
listing for fire ratings of this roofing system assembly as well as the location of the fire
barrier within the assembly. See Limitation# 1.
Metal Panels and Install the "5V Steel Roofing Panel" and accessories in compliance with Union
Accessories: Corrugating Company's current published installation instructions and details.
Flashing, penetrations, valley construction and other details shall be constructed in
compliance with the minimum requirements provided in Roofing Application Standards
RAS 133.
5V Roofing Panels shall be fastened with a minimum of#9 Hex Head Wood corrosion
resistant fasteners with sealing washer. Fasteners shall of sufficient length to penetrate
through the sheathing a minimum of 3/ Fasteners shall be place in accordance with
fastener detail herein as follows:
1. All fasteners are to be located on side of the ribs as shown in Detail C herein.
2. All fasteners alongside center rib,underlap rib,and overlap rib shall be spaced at a
maximum distance listed in Table D below parallel to the roof slope. See Detail C
herein.
TABLE D
MAXINHTM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner'
Maximum Design Pressures -63.75 psf -150 psf
Maximum Fastener Spacing 16"o.c. 16"o.c.
Fastener Location See Detail C—Field Condition See Detail C—Perimeter and
Corner Condition
NOA No.: 12-1231.03
M"MADECOUNTY
� • Expiration Date:05/17/17
�I p
Approval Date:03/21/13
Page 6 of 11
LtmirmioNs
1. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. The maximum designed pressure listed herein shall be applicable to all roof pressure zones(i.e.field,perimeters,
and comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones(i.e.perimeters,extended comers and comers).
3. Panels may be rolls formed in continuous lengths from eave to ridge.Maximum lengths shall be as described in
Roofing Application Standard RAS 133
4. All panels shall be permanently labeled with the manufacturer's name and/or logo,and the following statement:
"Miami-Dade County Product Control Approved"or with the Miami-Dade County Product Control Seal as seen
below. All clips shall be permanently labeled with the manufacturer's name and/or logo,and/or model.
-DADE COUNTY
MM MI �=
5. All products fisted herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
DETAIL DRAWINGS
2dr Coverage
5V PANEL
NOA No.: 12-1231.03
OMMIANIONAODMECIOUNWRI Expiration Date:05/17/17
Approval Date:03/21/13
Page 7 of 11
DETAIL A—SYSTEM A
Minimum#9HHself tapping
screws w/self sealing.
3,"
i-6 Minimum penetration
through the deck
See Table A
------------
>�------ Overlap
12.9'
Overlap
PANEL OVERLAP
FASTENER wl WASHER
SUBSTRATE PANEL UNDERLAP
NOA No.: 12-1231.03
MLAMI-DADECO
Expiration Date:05/17/17
Approval Date:03/21/13
Page 8 of 11
DETAIL B—SYSTEM B
Minim n#9HHself tapping
screws w1 self sealing
� "Mininwm penetration
through the deck
~\ 24"ar-
A
Ab
® Ab � B �-- Overlap
125'
Overlap
PANEL OVERLAP
/-FASIENERw/)AASFER
\.\\.\\ \ 1\\\\.1\\.\
tl.i\
SUBSTRATE PANEL UNDERLAP
MIAMI•DADE COUNTY
NOA No.:12-1231.03
Expiration Date:05/17/17
Approval Date:03/21/13
Page 9 of 11
DETAIL C—SYSTEM C
FIELD CONDITION
Mdnwm##teff tapping
SCrOAS W Self Seung.
—,*Tdnirner pens rMan
through the idm*
db
See Table C
\ Overlap
125,
11.5'
Ovedap
PANEL OVERLAP
FASTENER W WASHER
SUBSTRATE
_l PANEL UNDERLAP
NOA No.:12-1231.03
IAAMIDE C0UNTY Expiration Date:05/17/17
Approval Date:03/21/13
Page 10 of 11
DETAIL C (CONTEWED)—SYSTEM C
PERIMETER AND CORNER CONDITION
IV rdn=n#9HHsdf taWng
screvis id sdf sealing.
3"Mrdn=n pMeb-MCIn
`1-6
ftnugh the dock
See Tale C
Ovedap
ovedap
PANE OVERLAP
FASTENER mi VV49HFR
4^41
SLEUMTE PANEI-UNEEFLAPV
END OF THIS ACCEPTANCE
NOA No.: 12-1231.03
MW41-DADE COUNTY
F-9, Expiration Date:05/17/17
Approval Date:03121/13
Page 11 of 11