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x. ST. LUCIE WORKS
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code-Building
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED
BELOW:
Required Sections of Attachments Required
Roof System the Permit Application See List Below
Form
Low Slope Application A, B,C 1.23,4�5 6.7
Prescriptive BUR-RAS 150 A, B, C 2,4,5,6,7
Asphaltic Shingles A, B, D 1,X4Afij7
Concrete or Clay Tile A, B, D, E
Metal Roofs A,B, D 1,2,34,56;T
Wood Shingles and A,B, D 1,40.6,7
Shakes
Other As Applicable 1,2,34,%6,7
ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16,or if applicable,RAS 127 or RAS 128
4. Other Component of Product Approval
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations(Reroofing Only)
7. Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18,2021
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ST. LUCIE WORKS
Section A(General Information)
Master Permit No. Process No.
Contractors Name: AA License#
Job Address
ROOF CATEGORY
❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
sphaltic Shingles ❑Metal Panel/Shingles Mood Shingles/Shakes
Prescriptive BUR-RAS 150 e
ROOF ROOF TYPE_ 1/to
❑ New roof ❑ Repair ❑ Maintenance 8 Reroofing ❑Recovering
-ROOF SYSTEM INFORMATION i®
Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) ` �� Total(SF) U O
Section B(Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets.
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ST. LUCIE WORKS
Section C (Low Slope Roof) Surfacing:
Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment:
manufacturer Zone 1':—" oc @ Lap,#Rows _ Q6b
(If a component is not used,identify as"NA") ._
� Zone 1:_.._. a oc @Lap,#Rows �=. ac
'__ System Manufacturer: Zone 2:—"oc @ Lap,#Rows
Product Approval No.:
Zone 3:—" oc @ Lap,#Rows—
Number of Fasteners Per Insulation Board:
Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3:
Zone 1': Zone 1: Zone 2:_Zone 3: Illustrate Components Noted and Details as Applicable:
Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping,
system: Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing,Coping, Etc..
Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base
Type: Flashing,Component Material,Material'Thickness, Fastener
Type,Fastener Spacing or Submit Manufacturers Details that
Gauge Thickness: Comply with RAS 111 and Chapter 16..
Slope:
Anchor/Base Sheet&No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material: FT.
Insulation Base Layer:
Base Insultation Size and Thickness: Parapet
Base Insulation Fastener/Bonding Material: Height
Top Insulation Layer: `
Top Insulation Size and Thickness: FT.
Top Insulation Fastener/Bonding Material:
Mean
1 Base Sheet(s)&No.of Ply(s): Roof
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Base Sheet Fastener/Bonding Material: Height
Ply Sheet(s)'&No.of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
ST. LUCIE WORKS
_ Section D (Steep Slope Roof System)
v/ Roof System Manufacturer:
Notice of Acceptance Number:
Minimum Design Wind Pressures,If Applicable(From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type:
Type..Under1*hdh
:Roof 510pe
1� 1.21 lnsulatron;:
- Fire Bamer - ..
Ridge V �Iatbon? Fastener Type Spacing:
.Adhesive Type: F77
-
TypeCap>SC�ee
Mean RcjbfHeigfirt. Rod Covedr g:,
Type&$Ize Drip; 3
Edge:
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ST. LUCIE WORKS
Section E(Tile Calculations)
For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.If the Mf values
are greater than or equal to the MrvaIues,for each area of the roof,then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: X Product Approval M,
(Zone 2e: _.x J_ ;o Product Approval Mf
(Zone 2n: XX = _� I N1 Product Approval Mf
(Zone 2r: XL _ -AA9: =mr Product Approval Mf
(Zone 3e: x` ' _ _):'- ='-Me Product Approval Mf
(Zone3r. X` - �.�_ _ = Product Appro Mf-
Method 2"Simplified Tile Calculations Per Table Belo
Required Moment Resistance(Mr)From Table Below Product Approval if
Mr required Moment Resistance*
Mean Roof Height Roof ope 15' 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39.7 42.2
3:12 32.2 34.4 36. 37.4 39.8
4:12 30.4 32.2 .8 35.1 37.3
5:12 8.4 30.1 31.6 32.8 34.9
6:12 2 4 28.0 29.4 30.5 32.4
7:12 24. 25.9 27.1 28.2 30.0
*Must be used in conjunction with a list of omen,ba d the systems
• For Uplift based tile systems use Method 3. mpa the values for F'with the values for Fr If the F'values are greater than or
equal to the Fr values,for each area of the roof, en the tile attachment method is acceptable.
Method 3" p' Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= )-W: S r =Fn Product Approval F'
(Zone 2e: x L =x W:= )- co Frze Product Approval F'
(Zone 2n: x L =x W:= -W: cos =Frz" Product Approval F'
(Zone 2r: x L =x W:= )-W: cos r =Far Product Approval F'
(Zone 3e: x L =x W:= )-W: cos r < Fr3e Product Approval F'
(Zone 3r: x L =x W:= )-W: cos r Fr3r Product Approval F'
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Where to Obtain Information
Description Symbol Where to find
Design Pressure Zones 1,2e,2n,2r,3e,3r From applicable tab in RAS 127 or by an engineering analysis
prepared by PE based c SCE 7
Mean Roof Height H Job Site
Roof Slope 13 Job Site
Aerodynamic Mdiirpllier a Product Approval
Restoring Moment due to Gravity Mg Product Approval
Attachment Resistance Mf Product Approval
Required Moment Resistance Mg Calculated
{ Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance Fr Calculated
Average Tile Weight W Product Approval
Tile Dimensions L=length W=width Product Approval
All calculations must be submitted to the building official at the time of permit application.
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ROOFING ASSEMBLY APPRO'
Category: Roofing
Sub-Category: Asphalt Shingles
Materials: Laminate
Deck Tyne: Wood
SCOPE
This approves GAF Timberline HD®,Timberline®Natural Shadow®,Timberline NS®,Timberline American®
Harvest®,Timberline AH®,Timberline®HDZTM,Timberline CS®and FortitudeTM Shingles as manufactured by
GAF as described in this Notice-of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
GAF Timberline HD® 13 '/a'x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt roof
Manufacturing shingle,with a laminate profile
Locations#1,2,3,4,5,6,7
GAF Timberline®Natural 13 '/4'x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt roof
Shadow®and Timberline®NS shingle,with a laminate profile
Manufacturing
Locations#1,2,3,4,5,6,7
GAF Timberline®American 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt roof
Harvest® shingle,with a laminate profile
Manufacturing
Locations#2,4,6,9
GAF Timberline®AH 13 '/a"x 39 3/8° TAS 110 Fiberglass reinforced heavy weight asphalt roof
Manufacturing shingle,with a laminate profile
Locations#2, 4, 6, 9
GAF Timberline®HDZ7 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt roof
Manufacturing shingle,with a laminate profile
Locations#1,2,3,4,5, 6,7,8,9
GAF Fortitude® 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt roof
Manufacturing shingle,with a laminate profile
Location#4
GAF Timberline®CS 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt roof
Manufacturing shingle,with a laminate profile
Location#9
4� NOA No.: 19-0312.04
tyiaMi•DaDe coutarr Expiration Date: 02/21/22
Approval Date: 01/09/20
Page 2 of 7
MANUFACTURING LOCATION
1. Tampa,FL #
;2. Michigan City,IN `
3. Baltimore,MD
'4. Myerstown,PA
5. Ennis,TX
,6. Tuscaloosa,AL
�7. Dallas,TX
8. Shafter, CA
9. Fontana, CA
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NOA No.: 19-0312.04
MIAMI•DADE COUNTY Expiration Date:02/21/22
Approval Date: 01/09/20
Page 3 of 7
;EVIDENCE SUBMITTED
Test Ageney Test Identifier Test Name/Report Date
Underwriters Laboratories,LLC. ASTM D3462 4788932264 12/13/19
'Underwriters Laboratories,LLC ASTM D3462 4788717529 01/31/19
Underwriters Laboratories,LLC ASTM D3462 4787344101 07/25/16
;Underwriters Laboratories,Inc. ASTM D3462 I ICA48924 10/22/11
Underwriters Laboratories,Inc ASTM D3462 IOCA21994 04/22/11
Underwriters Laboratories,Inc ASTM D3462 1OCA28717 07/26/11
Underwriters Laboratories,Inc. ASTM D3462 05CA47541 11/10/06
Underwriters Laboratories,Inc. ASTM D3462 06CA31580 11/30/06
PRI Asphalt Technologies,Inc. ASTM D3462 GAF-101-02-02 11/02/05
Underwriters Laboratories,Inc. ASTM D3462 06NK05159 08/09/06
PRI Asphalt Technologies,Inc. ASTM D3462 GAF-098-02-02 11/08/05
Underwriters Laboratories,Inc. ASTM D3462 02NK41809 08/11/02
Underwriters Laboratories,Inc.Center for ASTM D3462ASTM 03NK26444257989 10/17/03
Applied Engineering D3462 05/13/97
Underwriters Laboratories,LLC TAS 107 4789225984 11/1/19
Underwriters Laboratories,LLC TAS 107 4788717529 01/31/19
Underwriters Laboratories,Inc. TAS 107 OINK45803 04/13/94
Underwriters Laboratories,Inc. TAS 107 06NK05159 08/09/06
Underwriters Laboratories,Inc. TAS 107 04NK04273 02/20/04
Underwriters Laboratories,Inc. TAS 107 05CA42840 11/11/05
Underwriters Laboratories,Inc. TAS 107 02NK41811 11/11/02
Underwriters Laboratories,Inc. TAS 107 03CA35209 10/17/03
Underwriters Laboratories,Inc. TAS 107 04CA13850 08/30/04
Center for Applied Engineering TAS 100 257989 04/01/97
PRI Asphalt Technologies,Inc: TAS 100 GAF-912-02-01 12/17/18
PRI Asphalt Technologies,Inc. TAS 100 GAF-044-02-01 01/13/04
PRI Asphalt Technologies,Inc. TAS 100 GAF-098-02-01 11/08/05
PRI Asphalt Technologies,Inc. TAS 100 GAF-101-02-01 11/09/05
PRI Asphalt Technologies,Inc. TAS 100 GAF-116-02-02 03/23/06
PRI Asphalt Technologies,Inc. TAS-100 ELK-083-02-01 10/16/02
ELK-084-02-01 10/15/02
ELK-085-02-01 10/14/02
ELK-086-02-01 10/24/02
ELK-087-02-01 10/21/02
ELK-0 8 8-02-01 10/16/02
ELK-107-02-01 10/09/03
ELK-10 8-02-01 10/09/03
ELK-109-02-0.1 10/09/03
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NOA No.: 19-0312.04
MIAMI•DAD;COUNTY Expiration Date: 02/21/22
Approval Date: 01/09/20
Page 4 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. Shall not be installed on roof mean heights in excess of 33 ft.
3. 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.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail'A',attached.
5. Nailing shall be in compliance with Detail'B',attached.
LABELING
Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of
manufacturing facility, and following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade
County Product Control Seal as shown below.
MI•DADE CO
BUILDING PERMIT REQUIREMENTS
1. Application for building permit shall be accompanied by copies of the following:
1.1 This Notice of Acceptance.
1.2 Any other documents required by the Building Official or the applicable code in order to properly
evaluate the installation of this system.
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MiAMI-DAoe C!_2 TY NOA No.: 19-0312.04
Expiration Date: 02/21/22
Approval Date: 01/09/20
Page 5 of 7
DETAIL A
COURSE LAYOUT
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DECK
FULL
5th
17"OFF 4th
11"OFF 3rd
6"OFF 2nd
_ ......__..... .........i
FULL 5-5/8"Exposure
1 st
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-0312.04
MIAMI•DADE COU N NOA No.:e: 02/21/22
Expiration Date: 02/21/22
Approval Date: 01/09/20
Page 6 of 7
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
FOR TIMBERLINE HD® TIMBERLINE® NATURAL SHADOW® AND TIMBERLINE®NS
low 10. 1
39( 3/8
14-1/2"-17-1/2" 14-1/2"-17-1/2"
(368.445mm) (368-445mm) ail guide line
�� 6-1/2"-9-1/2" 6-1/2"-9-1/2"
13 1/4 (165 2s1m 7 n66.241mm) 5-3Ja°-6-114"
7337mm) _� �- + ♦— (146mm-159m1n)
3-u2i 1!2^ from bottom of shingle
r
elf seal
adhesive
on back
ENHANCED NAILING PATTERN - six nails per shingle*
'required by some local codes and required for enhanced wind coverage on certain products.
See limited warranty for details:
These shingles MUST be nailed a nominal 6" (152mm)from bottom of
of shingle, above the cut outs, as shown. Nails must not be exposed.
OVERALL DIMENSIONS AND NAILING PATTERN
FOR TIMBERLINE®HDZTM,TIMBERLINE®CS,TIMBERLINEOAH,AND
FORTITUDE®
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39-3/8" (1 m)
14-1/2`-1NY?(368 mm-445 mm) 14-1Z-17-1/Z QZ8 mm-445 mm)
j 6-1/"-9-1 Q'(165 mm-241 mt-) 6AQ'-9 1/2"`(165 mm-241 mm)
1J2' 21"P"(13�-64mm) 12' 21#2`(13mrn-64
13-1/4'
t
337 mm
—TARGET
NAIL ZONE
5-1T16`-6-114" 5-13116' -7-5,8'
(148 mm-159 mm) (148 rim-194 mm)
For Mansard Roots
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END OF THIS ACCEPTANCE
NOA No.: 19-0312.04
MIAMI•DAD;COUNTY Expiration Date:02/21/22
Approval Date: 01/09/20
Page 7 of 7
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A MIAMI-DADE COUNTY
MIAMI DADS PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
GAF
1 Campus Drive
Parsippany, NJ 07054
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 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 Timberline HD®,Timberline®Natural Shadow®,Timberline®NS,Timberline®American
Harvest®,Timberline®AH,Timberline®HDZTM,Timberline®CS and Fortitude®Shingles
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# 16-0811.11 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino
NOA No.: 19-0312.04
MiAME•oAne COUNTYM Expiration Date: 02/21/22
Approval Date: 01/09/20
Page 1 of 7
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: Asphalt
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
j APOC Tuff-Felt 26 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2
Manufacturing square#30.
Location #1, 2
United FGUR20 36"x 72' rolls ASTM D 226 Type 11 Asphalt Saturated Felt underlayment,2
Manufacturing square#30.
Location #1, 2
APOC 25 36"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2
,Manufacturing square#30.
Location #1, 2
No.30 ASTM 36"x 72'rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment,2
!Manufacturing square#30.
Location #1, 2
APOC Tuff-Felt 46 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location 91, 2
United FGUR10 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location #1, 2
APOC45 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location #1, 2
No. 15 ASTM 36"x 144' rolls ASTM D 226 Type I Asphalt Saturated Felt underlayment,4
Manufacturing square#15.
Location #1, 2
United FGUR70 18"x 72' rolls ASTM D 226 Type II Asphalt Saturated Felt underlayment, 1
Manufacturing square#30.
Location #1, 2
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NOA: 1 E-0409.06
MIAMI•DAD;COUNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 2 of 6
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TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
GatorSkin 42"x 285.8' rolls ASTM D 226 Type I1 Synthetic roof underlayment comprised
Manufacturing of layers of polyolefin film.
Location #3
GatorSkin-10 42"x 285.8' rolls ASTM D 226 Type II Synthetic roof underlayment comprised
Manufacturing of layers of polyolefin film.
Location #5
Weather-Armor CX-L 37.25"x 145'rolls ASTM D 226 Type 11 High strength hybrid underlayment
Manufacturing comprised of two layers of polyolefin and
Location #3 polyester synthetic fabric with a thin layer
of modified bitumen between the two
plies.
Weather-Armor SB-1 36"x 65' 8"rolls ASTM D 1970 Glass fiber reinforced,polymer modified
Manufacturing asphalt, granulated self-adhered
Location#4 underlayment.
Gard-Lock 36"x 65' 8"rolls ASTM D 1970 Glass fiber reinforced,polymer modified
Manufacturing asphalt, granulated self-adhered
`Location #4 underlayment.
Weather-Armor HT' 39"x 65' 8"rolls ASTM D 1970 60-mils thick(nominally),self-adhering
Manufacturing membrane composed of elastic polymers,
Location #4 bitumen,glass reinforcements and a cross
laminated sheet surfacing.
Weather-Armor FT' 39"x 65' 8"rolls TAS 103 60-mils thick(nominally),self-adhering
membrane composed of elastic polymers,
Manufacturing
Location #4 bitumen polyester and glass
reinforcement.
MANUFACTURING LOCATIONS:
1. Tacoma,WA.
2. Eutaw,AL.
3. Hangzhou,China.
4. Springville,AL.
5. Tampa,FL.
NOA: 18-0409.06
MIAMI•DADE COUNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 3 of 6
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
PRI Construction Materials GGI-100-02-01 ASTM D 226 06/22/12
Technologies GGI-101-02-01 ASTM D 226 06/22/12
GGI-132-02-01 ASTM D 226 04/28/15
GGI-176-02-01 ASTM D 226 09/26/16
GGI-178-02-01 ASTM D 1970 10/25/16
GGI-194-02-01 ASTM D 1970 08/04/17
GGI-196-02-01 TAS 103 08/08/17
GGI-206-02-01 ASTM D 226 03/09/18
GGI-207-02-01 ASTM D 226 03/09/18
GGI-201-02-01 ASTM D 1623 01/29/18
GGI-178-02-01 ASTM D 1970 01/29/18
GGI-178-02-02 ASTM D 1970 01/29/18
GGI-199-02-02 ASTM D 226 12/12/17
APPROVED ASSEMBLIES:
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened to deck.
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Anchor Sheet: One or more plies of APOC Tuff-Felt 26,United FGUR20,United FGUR70,APOC 25,No. 30
ASTM, GatorSkin,GatorSkin-10 or Weather-Armor CX-L with a minimum 4"headlap and a 6"
end lap mechanically fastened to deck with approved nails and tin caps 6 inches o.c.minimum
at all laps and three staggered rows fastened at 12 inches o.c.minimum in the field of the roll.
Nails shall be driven flush and 90 degrees to the roof deck.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes,&shingles,quarry
slate,metal roof applications, and as an anchor sheet in roof tile applications.Must Comply with
applicable Roofing Application Standards and Building Codes.
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Deck Type 1: Wood,Non-insulated
Deck-Description: 19/32" or greater plywood or wood plank
System E(2): Anchor sheet mechanically fastened to deck.
Anchor Sheet: Minimum 2 plies or more of APOC Tuff-Felt 46,United FGUR10,APOC 45,or No. 15 ASTM
with a minimum 19"headlap and a 6"end lap mechanically fastened to deck with approved
nails and tin caps 6 inches o.c.minimum at all laps and three staggered rows fastened at 12
inches o.c.minimum in the field of the roll.Nails shall be driven flush and 90 degrees to the
roof deck.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles,quarry
slate,metal roof applications,and as an anchor sheet in roof tile applications.Must Comply with
applicable Roofing Application Standards and Building Codes.
NOA: 18-0409.06
MIAMI•DAD,COUNTY Expiration Date: 03/28/23
•® Approval Date: 05/10/18
Page 4 of 6
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(3): Anchor sheet mechanically fastened to deck,membrane adhered.
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Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the side lap
edge and in a grid pattern spaced 12" o.c. in the field of the roll.
Membrane: One or more plies of Weather-Armor SB-1, Gard-Lock,or Weather-Armor HT' self-adhering
membrane adhered to the anchor sheet with a minimum 3"headlap and 6"end lap.
Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles,quarry
slate,and metal roof applications.Must Comply with applicable Roofing Application Standards
and Building Codes.
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32" or greater plywood or wood plank
System E(4): Anchor sheet mechanically fastened to deck,membrane adhered.
Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"headlap and a
6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c.at the side lap
edge and in a grid pattern spaced 12" o.c.in the field of the roll.
Membrane: One or more plies of Weather-Armor FT self-adhering membrane adhered to the anchor sheet
with a minimum 3"headlap and 6"end lap.
Surfacing: • Weather-Armor FT Shall be acceptable for use in approved asphaltic shingles,wood
shakes, &shingles, quarry slate,metal roof,and mechanically fastened roof tile
applications.
• Weather-Armor FT may be used with any approved adhered roof tile system as specified in
their current NOA using the following tile adhesives with current NOA:
■ The Dow Chemical Company's TILE BOND Roof Tile Adhesive
■ ICP Adhesives and Sealants,Inc.'s ICP Adhesive Polyset AH-160
Must Comply with applicable Roofing Application Standards and Building Codes.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city,
state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County
Product Control Seal as shown below.
MIAMI•DAD�E COUNTY
i
NOA: 18-0409.06
MIAMI•DADE couNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 5 of 6
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to properly evaluate
the installation of this material.
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. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance
with applicable building code.
3. Weather-Armor SB-1, and Weather-Armor HT' shall not be hot mopped; refer to manufacturer's published
literature for product compatibility.
4. Gardner Underlayments listed herein are components used in roof assemblies. Roof assemblies are approved
under specific assembly Notice of Acceptance.
5. APOC-Tuff Felt 26,United FGUR20,APOC 25,No. 30 ASTM,APOC-Tuff Felt 46,United FGUR10,
APOC 45,No. 15 ASTM,United FGUR70, GatorSkin, GatorSkin-10 and Weather Armor CX-L listed
herein shall not be left exposed as a temporary roof for longer than 30 days of application.
6. Gard-Lock and Weather Armor SB-1 listed herein shall not be left exposed as a temporary roof for longer
than 90 days of application.
7. Weather-Armor HT'and Weather-Armor FT3 listed herein shall not be left exposed as a temporary roof for
longer than 180 days of application.
8. Gardner Underlayments listed herein may be used with any approved roof covering Notice of Acceptance
listing Gardner Underlayments listed herein as a component part of an assembly in the Notice of Acceptance.
If Gardner Underlayments listed herein is not listed; a request may be made to the Authority Having
Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that
appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire
testing results.
9. For fire classification of specific roof assemblies using Gardner Underlayments listed herein refer to a
current Approved Roofing Materials Directory for fire ratings of this product.
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: 18-0409.06
MIAMI•DAD•E COUNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 6 of 6
� D
MIAMI-DADE COUNTY
i 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) www.miamidade.gov/econom}
Gardner Asphalt Corporation
4161 W.7`h Avenue
Tampa,FL.33605
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 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: Gardner Underlayments
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 revises NOA# 17-1221.15 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
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NOA: 18-0409.06
MIAMI•DAD6 couNTY Expiration Date: 03/28/23
Approval Date: 05/10/18
Page 1 of 6
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