HomeMy WebLinkAboutNotice of Acceptance r L
COPY
MI®DARE
� MIAMI-DARE 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) 0/ , _ Q✓n;v www•miamidade.gov/economy
Tarco Specialty Products,Inc. ST.LUCIE COUNTY
One Information Way BUILDING DIVISION
Suite 225 FOR CO REVIEWED C
Little Rock,AR 72202 REVIEWED BY
DATE /
PLANS AN16 PER T
SCOPE: MUST BE KEPT ON JOB OR
Jfhis NOA is being issued under the applicable rules od rl3'pMsEiegw w_ilXgI% tof co struction materials.The
documentation submitted has been reviewed and accepted by Miami-Daai e- ounty - roduct 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 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: Tarco Self-Adhering Modified Bitumen Roofing Systems over Wood Decks
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.
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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 renews and revises NOA#12-0221.02 and consists of pages 1 through 10.
i The submitted documentation was reviewed by Alex Tigera.
" lI.`ss AN AL:.b ,pQEE -0703.06
lotion Date:211/08/18
CONC E SUR�ECT TO ANY CORRE—( Iu royal Date: 11/14/13
• 'HYENTS f EQUIUD BY FIELD INSPECTORS THAT Page 1 of 10
ARE THE RESPONSIBU YOFTHE NIAY BE NECESS'RARY IN OADER TO
(49RACTOR OFEORD C"L)NIPUf WITH ALL APPLIC 110LE CCOES. �
!ROOFING SYSTEM APPROVAL Copy
Category: Roofing FILE
Sub-Category: Modified Bitumen
Material SBS
Deck Type:. Wood
Maximum Design Pressure: -60.0 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
LeakBarrier EasyLayTM 3' x 133'4"rolls ASTM D 226 Mechanically attached,asphalt coated
Type II polyester base sheet.
LeakBarrier® 3' x 72' rolls ASTM D 6163,Type I Self-adhered,fiberglass reinforced,
EasyBaseTM smooth surfaced SBS modified bitumen
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base ply membrane.
LeakBarrier®EasyStick 3' x 36' rolls ASTM D 6164, Type I Self-adhered,polyester reinforced,
PIusTM granule surfaced SBS modified bitumen
cap ply membrane.
LeakBarrier® 3' x 72' rolls ASTM D6163 Self adhered, glass fiber reinforced,
EasyTorch"'SA Base Type I smooth surfaced, SBS modified bitumen
base ply membrane.
LeakBarrier 39 3/8" ASTM D6222, Polyester reinforced,smooth surfaced,
EasyTorch''`APP x 32'10"rolls Type I APP modified bitumen torch applied cap
Smooth membrane.
LeakBarrier 39 3/8" ASTM D6222, Polyester reinforced, slate flake surfaced,
EasyTorch7 APP x 32'10"rolls Type I APP modified bitumen torch applied cap
Granular membrane.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
SECUROCK Gypsum-Fiber Roof Rigid,gypsum-based board stock United States Gypsum
Board Corporation.
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NOA No.: 12-0703.06
MIAMI-DARE COUNTY Expiration Date: 11/08/18
Approval Date: 11/14/13
Page 2 of 10
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Membrane Type: SBS
Deck Type 1: Wood,Non-Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type E(1): Base sheet mechanically fastened.
j All General and System limitations apply.
Base Sheet: One ply of LeakBarrier®EasyLayTM fastened to the deck as described below.
Fastening 41: Attach base sheet using 12 ga. annular ring shank nails with min. 32 ga., 1-5/8"diameter tin-
caps spaced 7"o.c. in the 4"lap and 7"o.c. in three, equally spaced, staggered center rows.
Fastening#2: Attach base sheet using 412 Standard Roofgrip or OMG Heavy Duty fasteners with OMG 3"
Galvalume Steel Plates or Trufast#12 DP or Trufast 414 HD Fasteners with Trufast 3"
Metal Insulation Plates spaced 10"o.c. in the min.4"lap and 10" o.c. in two,equally
spaced,staggered center rows.
Ply Sheet: One ply of LeakBarrier®EasyBaseTM self-adhered.
Membrane: One ply of LeakBarrier®EasyStick PlusTM self-adhered.
Surfacing: (Optional) Install one of the following to obtain required fire classification.
1. Gravel or slag at 400 lbs/sq or 300 lbs/sq,respectively, in a flood coat of
approved asphalt at 60 lbs/sq.
2. Karnak 97 Fibrated Aluminum Asphalt Roof Coating or Asbestos Free
Aluminum Roof Coating at 1'V2 gal/sq.
Maximum Design -60 psf (See General Limitation#7.)
Pressure:
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NOA No.: 12-0703.06
Miami-Dane eoM Expiration Date: 11/08/18
Approval Date: 11/14/13
Page 8 of 10
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WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
11. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be 4'x 4'maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations
when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at
each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be
j submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing
Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing
Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation#9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to
Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed 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). (When this limitation is specifically
referred within this NOA, General Limitation#7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
COPY '
NOA No.: 12-0703.06
MIAM4DADE COUNTY Expiration Date: 11/08/18
...O Approval Date: 11/14/13
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Page 10 of 10
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A.C. CONSULTING ENGINEERS
CERTIFICATE OF AUTHORIZATION #31780 publ'z: V."
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2560 PARKVIEW DRIVE,APT. 2414 S$ Luc°c
HALLANDALE BEACH, FL 33009
Fasteners calculations for: ONE WAY ROOFING
Project Address: 246 NE MAINSAIL, PORT ST. LUCIE, FLORIDA 33458
Owner: Ms.APRIL MAIEWSKI
FASTENER DATA EXTRAPOLATION
Fastener Value As Per RAS-H 7
Notice of System System Square Feet Fastener Deck
Acceptance Type Design Pressure Per Fastener Value Type
12-0703.06 E(1) 60 0.39 23 Wood,Non-
Net Sheet Width=Z 67' Side Lap=4" insulated
Fastener Spacing Calculated In Accordance Witlt RAS-117
Fastener One ft2 Elevated Fastener Number of
Value Pressure Zones Spacing Rows
23 144 27.63 7 4 As per NOA
23 144 46.36 7 4
23 144 69.78 7 5
FINAL BASE SHEET ATTACHMENTS
FIELD 7"o.c. @ laps& 3 rows @ 7"o.c. As per NOA
PERIMETER 7"o.c @ laps& 3 rows @ 7"o.c.
CORNER 7"o.c. @ laps & 4 rows @ 7"o.c.
NOTE:Elevated Pressures were obtained using MECA Wind v2,1.1,3 with these Parameters;
ASCE-10, Category II,Exposure B, Wind Speed 160 MPH,Roof Height.10 feet.
Calculatlofft j#?Rtlls attached.
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