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OFFICE USE ONLY: ra
DATE FILED: f li 19 PERMIT# L 9Q 9'0/n
REV'ISION FEE: RECEIPT#
PLANNING &DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS: _
Cka,,A 4-r, 1-1 rod Rel-c ,�f
DETAILED DESCRIPTION OF PROJECT
REVISIONS(
ae�( -0
f - -
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C.I I Gocj S ST. LUCIE CO CERT. #: CCL(39,7o19-5—
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS: 0b c. Ale-
CITY: dL 01 STATE: ZIP: 2,C�cj C/7
PHONE(DAYTIME). 7 -L(%/ FAX: o
i
OWNER/BUILDER INFORMATION:
NAME: e_ a,,Gl L.% I'- 4/1 r 1 C- cJ r Z
ADDRESS: 4.v L_
CITY: a_ ; <C STATE: Vt ZIP:
PHONE (DAYTIME: ����) 3a 3 S �� FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: File ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9123109
Revised 06130117
MIAMW
MIAMI-DADE COUNTY
IN
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ��� 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
E®� T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) COIAPLIANCE -www.miamidadesov/economy
= NCI Group Inc.
14031 West Hardy S` . LUCIE COU
179008
Houston,TX.77060 BOCC �,,
SCOPE: AIWO0 mom as
This NOA is being issued under the applicable rules and regulations governin Wr-fid! e; N(GGIDThe
documentation submitted has been reviewed and accepted by Miami-Dade CounHU fd,X"go ection to be
used in Miami-Dade County and other areas where allowed by the Authority Having Junsdic` on
,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 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 Crimp Panel
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
n the applicable Building Code negatively affecting the performance of this product.
ERNIINATION 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
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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 and renews NOA#11-0810.10 and consists of pages 1 through 7. 3308
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 15-0629.04
CMAMMADE COUNTY
...� � Expiration Date: 02/26/21
Approval Date: 10/22/15
Page 1 of 7
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ROOFING ASSEMBLY APPROVAL:
;Category: , Roofing
Sub-Catezorv: Non-Structural Metal Roofing
Materials: , Steel
• ;Fire Classification: See General Limitations#1
Maximum Design Pressure: -146 pst
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Product Dimensions Test Specifications Product Description
5V Crimp Roof Panel Length : various TAS 125 Corrosion resistant;
Width:26 t/8" galvalume,performed,
(Coverage width: 24") standing seam, coated,pre-
Thickness : 0.0217 finished,metal panels.
MANUFACTURING LOCATION:
1. ; Houston,TX
2. Adel,,GA
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report. Date
Farabaugh Engineering and T139-08 TAS-100 03/13/08
Testing,Inc.
Force Engineering& 07-293T-06A-C TAS-125 01/16/06
Testing,Inc.
Underwriters Laboratories, File R8116 Standard Requirements for Metal 06/97
Inc. Project 97RT4520 Roofing Systems
Miami-Dade County TAS-125
Center for Applied MTS Job No.257829 Wind Driven Rain 10/96
Engineering, Inc. Miami-Dade County TAS-100
Underwriters Laboratories, File R11609 UL 580 02/02
Inc. Project OIRT10456 TAS-125
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PRI Asphalt Technologies, MBC-003-02-01 Wind Driven Rain 11/01
Inc. TAS 100
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NOA No.: 15-0629.04
Muat�NnADeCouNn Expiration Date: 02/26/21
Approval Date: 10/22/15
Page 2 of 7
SYSTEM DESCRIPTION
SYSTEM A-1: "5V-Crimp"26 Ga. Metal Panel
Deck Type: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank.
Slope Range: 2":12" or greater
Maximum Uplift The maximum allowable design pressure for the 24"wide panel shall be
Pressure: —90 psf. (See General Limitation#2)
Deck Attachment: In accordance with applicable Building Code,but in no case it shall be less than
#6 x 2"screws or 8d common annular ring shank nails spaced at 6"o. c. In re-
roofing,where deck is less than 19/32"thick(minimum"/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 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 NCI Group's current published installation instructions.
Fire Barrier Any approved fire barrier having a current NOA. Refer to a current fire directory
Board: 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-Crimp Panels" including flashing penetrations, valleys, and
Accessories: accessories in compliance with NCI Group's current published installation
instructions and in compliance with the minimum requirements detailed in
Roofing Application Standard RAS 133.
NCI Group "5V-Crimp Panels" shall be installed with a minimum#14 ^,orrosion
resistant fasteners with sealing washers of sufficient length to penetrate
5/16"through the sheathing. Fasteners shall be spaced in accordance with fastener
detail herein as follows:
1. 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 two fasteners at the each side of center panel.
2. All fasteners at center rib,underlap rib,and overlap rib shall be spaced
at a maximum of 36 inches o.c.parallel to the roof slope. See Detail A
herein.
MAWDADE COUNTY NOA No.: 15-0629.04
Expiration Date: 02/26/21
Approval Date: 10/22/15
Page 3 of 7
5V CRIMP PANEL
DETAIL A
12" 0.5"
24"COVERAGE —
PANEL OVERLAP FASTENER w/WASHER
SUBSTRATE PANEL UNDERLAP
FASTENING PATTERN AT FIELD, EAVE & RIDGE OF PANEL
Fastener w/Washer
Spaced at 36" o-c-
5V Panel
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M4navecouN7Y NOA No.: 15-0629.04
� Expiration Date: 02/26/21
Approval Date: 10/22/15
Page 4 of 7
SYSTEM A-2: "5V-Crimp"26 Ga. Metal Panel
Deck Type: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank.
Slope Range: 2":12" or greater
Maximum Uplift
j Pressure: See Table B Below. (See General Limitation#2)
Deck Attachment: In accordance with applicable Building Code, but in no case it shall be less than # 6 x
2"screws or 8d common annular ring shank nails spaced at 6"o. c. In re-roofing,where
deck is less than 19/32"thick(minimum 15/32")the above attachment m;thod must be in
addition to existing attachment.
Underlayment: Minimum underlayment shall be a ASTM D 226 Type II installed with a minimum 4"
side-laps and 6"end-laps. Underlayment shall be fastened with corrosion resistant tin-
caps and 1'/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 NO Group 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 "5 V-Crimp Panels" including flashings penetrations, valleys, and accessories
Accessories: in compliance NO Group's current published installation instructions and in compliance
with the minimum requirements detailed in Roofing Application Standard RAS 133.
NCI Group "5V-Crimp Panels" shall be installed with a minimum#10-15 corrosion
resistant fasteners with sealing washers of sufficient length to penetrate 3/16"through the
sheathing. Fastener shall be spaced at a maximum of 12"o.c.perpendicular to the slope,
in rows spaced as noted below in Table B running parallel to the slope of the roof.
Fastener shall be placed at high points of panel ribs. See Detail B herein.
TABLE B
MAXIMUM DESIGN PRESSURES
Roof Areas Field Perimeter and Corner'
Maximum Design Pressures —74.75 PSF —146 PSF
Maximum Fastener Spacing 24" OC 12"OC
1. Extrapolation shall not be allowed
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CMIUAMMADE COUNTY NOA No.: 15-0629.04
Expiration Date: 02/26/21
Approval Date: 10/22/15
Page 5 of 7
5V CRIMP PANEL
DETAIL Bi
12" 0.5"
24"COVERAGE
PANEL OVERLAP FASTENER w/WASHER
SUBSTRATE PANEL UNDERLAP
FASTENING PATTERN AT FIELD, EAVE & RIDGE OF PANEL
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#10-15 Fastener w/Washer
spaced as noted in Table B.
5V Panel astener Spacing
as perTable B
Spacing as per
Table B
R
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NOA No.: 15-0629.04
MLAMMADeCO Expiration Date:02/26/21
Approval Date: 10/22/15
Page 6 of 7
LIMITATIONS
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 corners). Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening
at enhanced pressure zones(i.e.perimeters, extended corners and corners).
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.
MIAMI•DADE COUNTY
mum
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.5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
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CMLAMWD�ADF CouNTY NOA No.: 15-0629.04
Expiration Date: 02/26/21
Approval Date: 10/22/15
Page 7 of 7
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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,6T"EDITION(2017)
Manufacturer: TAMKO BUILDING PRODUCTS, INC. File, Copy,Issued October 19, 2017
P.O.Box 1404
Joplin, MO 64802
(417)624-6644
htti)://wvM.tamko.com REVIEWED FOR
Quality Assurance: UL LLC(QUA9625) CODE COMPLIANCE
SCOPE S7® LUUE COUN
Category: Roofing BMUNnoo 31on—I '.LS
Subcategory: Underlayments
Code Sections: 1507.1.1 3ONVI-IdW03 3®0
0
Properties: Physical properties H(M (33M31A_gH
PRODUCT DESCRIPTION ss����
TAMKO®ASTM Slate ASTM D 63S0, Class M,Type Il 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 It 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.
Ora ' it
TAMKO®DASTMASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is
Asphalt Ssaturated with asphalt.
Organic F
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.
T131314001.4 FL12328-R8 Page 1 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.
CO �)� TAMKO BUILDING PRODCUTS,INC.
['t K TAMKO Underlayments
TECHNICAL.SERVICES, LLC
TAMKO@ TAM-FELT Alternate to ASTM D 226,Type I and Type If underlayment constructed from a non-
, I perforated organic felt that is saturated with asphalt.
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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'TAMKOO TW Metal and Tile Underlayment and TAMKOO TW
Underlayment shall be 40°F.
b) The minimum application temperature of TAMKOO Moisture Guard@ shall be 357.
The minimum roof slope shall be in accordance with FBC requirements except as follows:
a) The minimum slope of TAMKOO ASTM Slate Surfaced Roll Roofing shall be 2:12.
Undedayments shall be exposed in accordance with the manufacturer's recommendations, but it no case shall
exposure exceed 30 days.
Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days.
Self-adhering underlayments may be adhered to primed or unprimed plywood substrates 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 Shingles Roofing Shakes Shingles Concrete Tile
TAMKOO ASTM Slate Y' N N N N Y
Surfaced Roll Koofing
TAMKOO ASTM Tile . N N N N N Y
Underlayment
TAMKO@ Master Smooth Y' N N N N N
TAMKOO Moisture Guard@ Y N N N N N
TAMKOO No.15 ASTM
Asphalt Saturated Organic Y Y Y Y2 N N
Felt
TAMKO@ No.15 UL Asphalt Y Y Y YZ Y N
Sat d Or anic Fel
AMKOO No.30 ASTM
Asphalt Saturated Organic Y Y Y Y Y Y
Felt
TAMKOO No.30 UL Asphalt Y Y Y N Y N
Saturated Organic Felt
TAMKOO TW Metal and Tile Y Y N N N Y
Underlayment
• TAMKO®TW Underlayment Y Y N N N N
TAMKO@ TAM-FELT Y N N N N N
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Notes: 1)Open valley applications per 1507.2.9.2
i 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.
r ,
C K 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 inanufactirer'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.
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 covering"§.
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
Enti Reoort 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-217-02-01REV 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
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.
CREEK , TAMKO BUILDING PRODCUTS,INC.
TAMKO Underlayments
TECHNICAL SERVICES, LLC
COMPLIANCE STATEMENT
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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.
GAP
�'` R. '° 2017.10.19
'% D E N S'9�FiP '��
No 74021 12:15:58
�= 04'00'
13 STATE OF :•Qj�
'��T••.A- O P,:�_�: Zachary R. Priest, P.E.
''��c5''• O R Q>�1:1 Florida Registration No.74021
ONAi Organization No.ANE9641
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 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.