HomeMy WebLinkAboutrevision-underlayment OFFICE USE ONLY: J �j
DATE FILED: D L�� ��
PERMIT# Z/0O' C/
REVISION FEE: RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982-5652
(772)462-1553 AUG 2 3 1021
APPLICATION FOR BUILDING PERMIT REVISIONS Permitting Department
PROJECT INFORMATION St. Lucie County
LOCATION/SITE
ADDRESS: � �-4 Vl
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
G
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: �i W
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME: FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC. 9/23/09 REVISION
Revised 06130117
File COPS'
MIAMDADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)31525-99
NOTICE OF ACCEPTANCE (NOA) www.mJamidadv.aov/econom%
GAF
RECEIVE;
1 Campus Drive
Parsippany,NJ 07054 AUG 2 3
Permitting i;e, .
SCOPE:
St. Ludo -.
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 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: GAF Liberty'SBS Self-Adhering Modified Bitumen Roofing Systems Over
Lightweight Insulating Concrete 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.
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 No. 14-0204.03 and consists of pages 1 through 7.
The submitted documentation was reviewed by Jorge L.Acebo.
I
NOA No.: 19-0123.06
MIAMaaaoe coUNTY Expiration Date: 04/22/24
• Approval Date: 05/09/19
Page 1 of 7
ROOFING SYSTEM APPROVAL
-Category: Roofing
Sub-Category: Modified Bitumen
Material: APP/SBS
Deck Type: Lightweight Concrete
Maximum Desien Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Liberty"SBS Self-Adhering 39.375"x 66' ASTM D4601 Self-adhering, SBS modified base or
Base/Ply Sheet ASTM D1970 ply sheet with glass reinforced mat.
Liberty'SBS Self-Adhering 39.375"x 34' ASTM D6164 Granule surfaced self-adhering SBS
Cap Sheet modified membrane reinforced with
polyester mat,coated with SBS
polymer-modified asphalt.
Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with
(1 meter)Wide APP modified asphalt and smooth
surfaced.
Tri-Plyf'APP Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with
(1 meter)Wide APP modified asphalt and smooth
surfaced.
Ruberoid®Torch 39.37" ASTM D6222 Non-woven polyester mat coated with
Granule (1 meter)Wide APP modified asphalt and surfaced
with mineral granules.
Tri-Ply®APP Granule 39.37" ASTM D6222 Non-woven polyester mat coated with
(1 meter)Wide APP modified asphalt and
surfaced with mineral granules.
RuberoidQO Torch Plus Granule 39.37" ASTM D6222 Non-woven polyester mat coated with
FR (1 meter)Wide fire retardant polymer-modified
asphalt surfaced with mineral
granules.
Ruberoid®HW Smooth 39.37" ASTM D6164 Smooth surfaced torch applied SBS
(1 meter)Wide base or ply sheet reinforced with a
polyester mat.
Ruberoid®HW Granule 39.37" ASTM D6164 Granule surfaced torch applied
(1 meter)Wide SBS cap sheet reinforced with a
polyester mat.
Ruberoid'HW Granule FR 39.37" ASTM D6164 Fire retardant granule surfaced heat-
(I meter)Wide welded SBS cap sheet reinforced with
a polyester mat.
NOA No.: 19-0123.06
MIAMI- E COUNTY Expiration Date: 04/22/24
�Kuiwwul Approval Date: 05/09/19
Page 2 of 7
Test Product
Product Dimensions Specification Description
Ruberoid®HW Plus Granule 39.37" ASTM D6164 Granule surfaced torch applied SBS
(1 meter)Wide cap sheet reinforced with a polyester
mat.
Ruberoid®HW Plus Granule 39.37" ASTM D6164 Fire retardant granule surfaced torch
FR (1 meter)Wide applied SBS cap sheet reinforced with
a polyester mat.
Ruberoid'EnergyCap'HW 39.37" ASTM D6164 Fire retardant granule surfaced heat-
Plus Granule FR (I meter)Wide welded SBS cap sheet reinforced with
a polyester mat. Cap sheet is factory
coated with TOPCOAT"
EnergyCote'Elastomeric Coating.
GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap
Cap Sheet (1 meter)Wide sheet surfaced with mineral granules.
GAFGLAS®EnergyCap' 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap
BUR Mineral Surfaced Cap (1 meter)Wide sheet surfaced with mineral granules
Sheet and factory applied EnergyCote'.
Tri-Ply®Mineral Surfaced Cap 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap
Sheet (1 meter)Wide sheet surfaced with mineral granules.
Topcoat Membrane 1,5 or 55 ASTM D6083 Acrylic,water based elastomeric
gallons membrane system designed to protect
various types of roof surfaces.
Topcoat®MB Plus 5 or 55 gallons Proprietary Water based,low VOC
primer designed to block asphalt
bleed-through.
Topcoat'Surface Seal SB 5, 55 gallons ASTM D6083 Solvent based sprayable thermoplastic
rubber sealant designed to protect and
restore aged roof surfaces and to
increase roof reflectivity.
Matrix'307 Premium Asphalt 3, 5,55 ASTM D41 Asphalt concrete primer used to
Primer gallons promote adhesion of all types of
asphalt-based roofing materials.
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description Manufacturer
(With Current NOA)
N/A N/A N/A
APPROVED FASTENERS:
TABLE 3
Fastener Product Product Manufacturer
Number Name Description Dimensions (With Current NOA)
1. N/A N/A N/A N/A
NOA No.: 19-0123.06
MIAMI-DADE COUNTY Expiration Date: 04/22/24
•••• • Approval Date: 05/09/19
Page 3 of 7
EVIDENCE SUBMITTED:
Test Agency/Identifier Name Report Date
FM Approvals 4470 3029832 05/11/07
4470 3024805 11/20/06
4470 3036980 08/14/09
4470 3044688 03/01/12
4470 RR218676-267 04/19/19
UL LLC UL 790 R10689 06/08/18
UL 790 R1306 03/11/19
Trinity I ERD ASTM D4601 G121110.12.08 12/02/08
ASTM D6163 G43180.01.14-1 01/10/14
ASTM D6222 G30250.02.10-2 11/15/13
ASTM D6222 G43190.11.13-1 11/15/13
ASTM D3909 G30250.02.10-3-R2 01/22/14
ASTM D3909 G6850.08.07-1 02/17/09
ASTM D3909/D4798 G43610.01.14 10/06/08
ASTM D6222 G6850.11.08 03/06/14
ASTM D6222 G6850.10.08 03/06/14
ASTM D6222/D4798 G43190.03.14-1 03/03/14
ASTM D6222/D4798 G43190.03.14-2 05/20/14
ASTM D6164 G43180.03.14 09/04/14
ASTM D6222 G43190.05.14-R1 06/03/15
ASTM D3909 SC6870.08.14-R1 03/08/17
ASTM D3909 30250.02.10-3-R2 03/23/17
ASTM D1970 SC13285.03.17-1 03/04/17
ASTM D6164 SC13285.03.17-5 03/23/17
ASTM D1970/D4601 SC16440.12.17 12/31/17
ASTM D6164 G40630.01.14-2A 01/07/14
ASTM D6164 G40630.01.14-2B-R1 01/07/14
ASTM D6164 G46160.09.14-3B 09/09/14
ASTM D6164 G40630.01.14-2C 01/07/14
ASTM D6164 G40630.03.14 03/06/14
NEMO etc. ASTM D6164 4q-GAF-l9-SSMBB-0l.A 04/08/19
ASTM D6222 G40620.07.12-2-R1 11/07/18
PRI Construction Materials ASTM D1970 GAF-343-02-01 04/23/12
Technologies,LLC ASTM D6083 GAF-498-02-01 09/16/16
ASTM D6083 GAF-499-02-01 03/12/14
ASTM D6083 GAF-500-02-01 05/19/16
ASTM C794 GAF-692-02-01 03/14/16
NOA No.: 19-0123.06
MIAMI-DADE COUNTY Expiration Date: 04/22/24
12,1209"IT11 Approval Date: 05/09/19
Page 4 of 7
APPROVED ASSEMBLIES:
Membrane Type: APP/SBS
Deck Type 41: Lightweight Insulating Concrete, Insulated
Deck Description: Min. 300 psi Mearlcrete Lightweight Insulating Concrete with a minimum of
3.5"thickness cast to provide a dry density of 27.0 lb./ft3 over structural
concrete deck.
System Type A: Insulation and roof system are adhered to the lightweight concrete deck.
All General and System Limitations apply.
Insulation Layer: Insulation Fasteners Fastener
(Table 3) Density/ftz
SECUROCK Gypsum-Fiber Roof Board
Minimum '/4"thick N/A N/A
Note: SECUROCK®Gypsum-Fiber Roof Board adhered to the deck in%"to 1"wide ribbons
spaced 12"o.c.of OlyBond®500. Insulation is walked in after placement over the adhesive. Please
refer to Roofing Application Standard RAS 117 for insulation attachment.
Base/Ply Sheet: One or more layers of Liberty'SBS Self-Adhering Base/Ply Sheet self-
adhered to base layer insulation primed with Matrix'307 Premium Asphalt
Primer.Minimum 3"wide laps in accordance with manufacturer's
instructions and rolled with a weighted roller.
Membrane: One layer of Liberty SBS Self-Adhering Cap Sheet self-adhered with
minimum 4"wide laps in accordance with manufacturer's instructions and
rolled with a weighted roller.
OR
One or more plies Ruberoid Torch Smooth,Tri-Ply APP Smooth,Ruberoid
Torch Granule,Tri-Ply APP Granule,Ruberoid Torch Plus Granule FR,
torch applied,with minimum 3"wide laps.Membrane is torch adhered to the
self-adhering base/ply in accordance with manufacturer's application
instructions.
OR
One or more plies of Ruberoid HW Smooth,Ruberoid HW Granule,
Ruberoid HW Granule FR,Ruberoid HW Plus Granule,Ruberoid HW Plus
Granule FR,Ruberoid EnergyCap HW Plus Granule FR,torch applied with
minimum 3"wide laps. Membrane is torch adhered to the self-adhering
base/ply in accordance with manufacturer's application instructions.
NOA No.: 19-0123.06
MIAMFDADE COUNTY Expiration Date: 04/22/24
"' Approval Date: 05/09/19
Page 5 of 7
Surfacing: Chosen components must be applied in accordance with manufacturer's
application instructions.Any coating listed below used as a surfacing must be
listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet or
GAFGLAS®EnergyCap— BUR Mineral Surfaced Capsheet adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.
3. Topcoat®Membrane, Topcoat®MB Plus(to be used as a primer with Topcoat'Membrane)
or Topcoat's Surface Seal SB applied at 1 to 1.5 gal./sq.
4. A fibered aluminum coating applied in accordance with manufacturer's application
instructions.
Maximum Design
Pressure: -75 psf. (See General Limitation#9)
NOA No.: 19-0123.06
QMIAMI-DADE COUNTY Expiration Date: 04/22/24
• •� Approval Date: 05/09/19
Page 6 of 7
LIGHTWEIGHT INSULATING CONCRETE SYSTEM LIMITATIONS:
1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed,a field withdrawal
resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and
fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard
RAS 117,calculations shall be signed and sealed by a Florida registered Professional Engineer,Registered Architect,or
Registered Roof Consultant.
2. For steel deck application where specific deck construction is not referenced: The deck shall be minimum 22 gage, 33 ksi,
attached with 5/8"puddle welds with weld washers at every flute with maximum deck spans of 5 ft.o.c.
3. For systems where specific lightweight insulating concrete is not referenced,the minimum design mix shall be a minimum
of 300 psi.
GENERAL 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. 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./s .,or mechanically attached using the fastening pattern of the top layer
q Y
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be
P P PP PP
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 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 with
Roofing Application Standard RAS I I I 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
comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones
(i.e.perimeters,extended comers and comers). (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
61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 19-0123.06
MIAMI•DADE COUNTY Expiration Date: 04/22/24
• • Approval Date: 05/09/19
Page 7 of 7