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SECTION IS25
UNIFORM PERMIT APPLICATION
Florida Building Code 6th Edition(2017)
Uniform Permit Application Form
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System Required Sections of the Attachments Required
Permit Application Form See List Below
Low Slope Application A,B,C 1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 A,B,C 4,5,6,7
Asphaltic Shingles A,B,p 1,2,4,5,6,7
Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7
Metal Roofs A,B,D 1,2,3,4,5,6,7
Wood Shingles and.Shakes A,B,D 1,2,4,5;6,7
Other As Applicable 1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. t)esign 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
File C®
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CODE COMPLIANCE
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B®CC 1I740
Florida Building Code 6th Edition(2017)
Uniform Permit Application Form
Section A(General Information)
Master Permit No Process No.
Contractor's Name tb C 9&4_
Job Address—if/ 9 L��sACA, AJ
ROOF CATEGORY
❑ Low Slope O Mechanically Fastened Tile O Mortar/Adhesive Set Tiles
Asphaltic Shingles O Metal Panet/Shingles ❑ Wood Shingles/Shakes
O Prescriptive BUR-RAS 150
ROOFTYPE
❑ New root - ❑ Repair ❑ Maintenance Reroofing O Recovering
ROOF SYSTEM INFORMATION
p'
Low Slope Roof Arep(SF) o Da Steep Sloped Roof A3EA(S�� � o Total(SF)
Section 0(Roof Plan)
Sketch Root Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains.Include dimen-
sions of sections and levels ,�
i- - s� Asti. 10li�
�g ip
`sr
i
• � 0 rm0
1 qp,
, U -
Florida Building Code 6th Edition(2017)
Uniform Permit Application Form
Section C(Low Slope Application) Top Ply Fa /BprydjngLMa rial;
Fill in specific roof assembly components and identify
manufacturer Surfacing:
(If a component is not used,identify as"NA") Fastener Spacin for Anchor/Base Sheet Attachment:
System Manufacturer. PO WOUS S R & Field:—"oc®Lap,# ows ®_"oc
/9.• ®" ® ,# oc_,.�?`"
Product Approval No.. ( 03 1/!I•Q Perimeter: oc
Design Wind Pressures,From RAS 128 or Calculations: Comer: oc ref Lap,#Rows _"oc
Pi: '1 Pz:—-�cr�'
•�I �— P3 s Number of Fasteners Per Insulation Board:
: � Field�yfF Perimeter� Comer
Max.Design Pressure,from the specific product Q
Id
approval system: a� Illustrate Components Noted and Details as Applicable:
Woodblocking,Gutter,Edge Termination,Stripping,Flashing,
Deck: Continuous Cleat,Cant Strip,Base Flashing,Counterflashing,
Type; w Coping,Etc.
�r indicate: Mean Roof Height, Parapet Height,Height of Base
GaugefThickness: Flashing, Component Material, Material Thickness, Fastener
Type,Fastener Spacing or Submit Manufacturers Details that
Slope. Comply with RAS 111 and Chapter 16.
Anchor/Base Sheet&No.of Ply(s): v44A
Anchor/Base Sheet Fastener/Bonding Material:
FT.
�
Insulation Base Layer: G�Rrd POwr So , sue
Base insulation Size and Thickness: x �� saU Parapet ,
Height
Base Insulation Fastengr/Bonding Matei al:
MCQt
s '
Top Insulation Layer: t P � �—t— "
Top Insulation Size and Thickness: ( Mean
tj I
Roof
Top Insulation Fastener/Bonding Material:t Height
Base Sheet(s)&No,of Ply(s): I OT �_,_�'f/lv ►
Base Sheet Faste edB nding M terial:
Spa I ing
Ply Sheet(b)&No.of Ply(s):
Ply Sheet FastenedB ndi ng M terial: i
Top Ply. Gt� t2'G8 J
Florida Building Code 6th Edition(2017)
.. Uniform Permit Application Form
Section D(Steep Sloped Roof System)
Roof System Manufacturer.
Notice of Acceptance Number. �Q
Minimum Design Wind Pressures,It Applicable(From RAS 127 r Calculations):
Deck Type:
� Type Underlayment �jv.
Rpe:
12, insulation:
: Fire Barrier: 1 or
, �►QL�
Ri eVentilation? �v Fastener Type&Spacing: �i°l�s �` A60f
v
/J07Q'' 06
/7- D D ,p 3 Adhesive Type: r)A --
\ Type Cap Sheet:
r— -- - /—;
Mean Roof Height: , ��k Roof Covering: I�Dsr� f -
• �Type
&Size Drip
Edge:
G-
!! l
1 1
Florida Building Code 6th Edition/nh
Uniform Permit Application F
Section E(Tile Calculations)
For Moment based the stems,choose either Method 1 or 2.Compare the valu ,with the v ues from M,.If the M,values
are greater than or equal to the M,values,for each area of the roof,then the theent meth is acceptable.
Method 1"Moment Based Tile Calculations 127
(P1:_x X m _ )—Mg: _=M,,____ Prodro I M,(P2:_xk`_ �)—Mg: =M,2 Prod al M,(P3: xA _ )—Mg: =M,_ Prodroval M,Method 2"SimplifiedTile Calc lationsPerlow"Required Moment of Resistance(M,)From Table Below duct Appro
M,re •red Momqht Resistan
Mean Roof Height 15' 2 30' 40'
Roof Slope )4
2:12 34.4 36, 8.2 39.7 42.2
3:12 32.2 34A 36.0 ff _3Z.,C 39.8
4:12 7 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 3 8 34.9
6:12 26.4 28.0 29.4 30.5 32 4
7:12 24.4 25.9 27.1 28.2 30.0
'Must be used in conjunction with /�Ccmgar
ment bas file systems endorsed by the Broward County Board of Rules and
Appeals. '
For Uplift based file systems use Mepar the values for P with the values for Fr.If the F values are greater than or
equal to the Fr values,for each area ,th the the attachment method Is acceptable.
plift Based Tile Calculations Per RAS 127"
(P1:wxL^__xw:_— x cos 0_=F,,— ProductApprovalP
(P2:__xL.—_—xw:__ x cos 9 =F,^ Product Approval F
(P3: x L___x w:_ x cos 13_=F„— Product Approval F
Where to Obtain Information
Description Symbol Where to find
Design Pressure Pi or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope t3 Job Site
Aerodynamic Multiplier Product Approval
Restoring Moment due to Gravity Mg Product Approval
Attachment Resistance M, Product Approval
Required Moment Resistance Mg Calculated
Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance F, Calculated
Average Tile Weight W Product Approval
We Dimensions L =length W=width Product Approval
All calculations must be submitted to the building official at the time of permit application.
SECTION 1524-HIGH VELOCITY HURRICANE ZONES
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope.As it pertains to this section,it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.The provisions of Chapter 15 of
the Florida Building Code, Builc6ng govem the minimum requirements and standards of the industry for roofing
system installations. Additionally, the following items should be addressed as part of the agreement between the
owne and the contractor.The owner's initial in the designated space indicates that the item has been explained.
. 'l 1.Aesthetics Workmanship:The workmanship provisions of Chapter 15(High Velocity Hurricane Zone)
are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance
standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic
issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of
th agreement between the owner and the contractor.
2. Renailmg Wood Decks:When replacing roofing,the existing wood roof deck may have to be renailed
in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building
CAI Building.(The roof deck is usually concealed prior to removing the existing roof system).
3.Common Roofs:Common roofs are those which have no visible delineation between neighboring units
(.e.,townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor and/or owner should
Tno.no. the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable.The provides the option of maintaining this
p arance.
5.Ponding Water:The current roof system and/or deck of the building may not drain well and may cause
water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and
may require the review of a professional structural engineer. Ponding may shorten the life expectancy and
performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is
re wed.Ponding conditions should be corrected.
6.Overflow Scuppers(wall outlets):It is required that rainwater flow off so that the roof is not overloaded
from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow
scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the
re uirements of Chapter 15 and 16 herein and the Florida Building Code,Plumbing.
19 7.Ventilation:Most roof structures should have some ability to vent natural airflow through the interior of
the structural assembly(the building itself)_The existing amount of attic ventilation shall not be reduced.
Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic
venting,venting shall not be required.
COMMENTS:
--bwner`s/#CJ6nfs Signature Date Contractor's Signature
Rev.03/15/12
4 r
. 1
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1 Page 1 of 1
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TFWZeR21
Prepared Roof-ie®V®wing Mat®Iria6s
Pane Bottom
Prepared
coo con ral Information for Prepared Roof-covering Materials
GAF R21
1 CAMPUS DR
PARSIPPAidY,N]07054 USA
Asphalt glass fiher mat ahingles-"Royal Sovereign@",'Sentinel®","Sentinel®ASTM D3462',"Timberline®HD","TlmberiineO Natural
Shadow',"Timberlin6D Ultra HD',"Timberline®Cool Series',InmberlineR Majestic',''Iimbedineb Majestic 301,'Tlmberline@ American
Harvest-",'Fortltude"",•`T1mberllne®ArmorSt4Jd*"IS',"Grand TimberlineW,"MarrqulsQ WeatherMaW,"Grand Canyon'"','Grand
SequolaW,"Grand Sequola@ IR",'Grand Sequoia@ ArmorShleld"11","Camelot®',"Camelot@ H';'Capstvne®","Country Mansion®',"Country
Mansion®ii","Grand Slate'*1",'Grand Slatq'"II',"Slateline@%'Woodland®","Monaco^",°Slenna®'and"Glenwood"°"for installation as Class
A prepared roof covering.Suitable for Installation on minimum 3/8-In.thick plywood roof decks In combination with minimum one ply'Shingle-
Mate"or Type 15 or Type 30 underlayment.Also Classified In accordance with ASTM D3161,Class F.Also aassifled In dccordance with ASTM
D3462/D3462M.Also Classified in accordance with ICC ES AC438.
Asphalt glass fiber mat shingles-"WeatherBlodcer Starter Strip Shingles",and"Pro-Startl"Starter Strip Shingles'for installation as Class A
roof covering.Suitable for Installation on minimum 3/8-In.thick plywood In combination with minimum one ply"Sh►ngle-Mate'or Type 15 or Type
30 underlayment.Also Classifed in accordance with ASTM D3161/133161M,Class A.Also Classified.in accordance with ASiM D3462/133462M.
Asphalt glass fiiber miat shingles-"Royal Sovereign®",'Sentinel@','Timberline®HD','Timbellne®Natural Shadow',"Timberline@ Ultra
HD',"Timberline@ Cool Series","American Harvest",'Fortitude'm',"Marquis®WeatherMax®','Grand Canyon1"","Grand Sequoia®","Grand
Sequoia®IR",and'Camelot®'for installation as Class A prepared roof covering when used with minimum Type 30 underlayment over existing
wood shingle roof.
Asphalt glass mat hip and ridge shingles-'Tlmbertex Hip and Ridge'for Installation as ClassA prepared roof covering.Also been evaluated
In accordance with ASTM D3161/D3161M,Class F when Henkel"PL Roofing and Flashing Sealant'or Sonnebom'NP1 Gun-Grade Polyurethane
Sealant.'is applied as specified lq manufacturer's application instructions."Also Classified in accordance with ASTM D3462/D3462M.
Asphalt glass mat hip and ridge shingles,"Z-Ridge"for installation as Class A prepared roof coverings.
Asphalt glass mat hip and ridge shingles,'Seal-A-Ridge®ArmorShield'°"and"Seal-A-Ridge®IR"for installation as Class A prepared roof
coverings.Also been evaluated in accordance with ASTM D3161/D3161M,Class A.Also Classified In accordance with ASTM 03462/D3462M.
Asphalt glass mat hip and ridge shingles,'Seal-A-Ridge®'for installation as Class A prepared roof coverings.Also been evaluated In
accordance with ASTM D3161/D3161M,Class F when Henkel Corp."Loctite PL S30 Roof&Flashing Sealant"Is applied as specified in
manufacturer's installation instructlons.Also Classified In accordance with ASTM D3462/D3462M.
Asphalt glass mat hip and ridge'shingies,'Rldgladsp'for installation as Class A prepared roof coverings.Also been evaluated In accordance
with ASTM D3161/D316iM1 Claw A.Also Classified In accordance with ASTM D3462/D3462M.
Asphalt glass mat hip and ridge shingles,"RidglassO II"for installation as Class A prepared roof covering.Also been evaluated In
accordance with ASTM D3161/D3161M,Class A as specified in manufacturer's installatlon instructions.Also Classified in accordance with ASTM
D3462/D3462M.
Asphalt glass mat hip and ridge shingles,'Ridglass®II"for installation as Class A prepared roof covering.Also been evaluated In accordance
with ASFM D3161/D3161Mi Class Fwhen ASTM C920 Henkel"Loclite PL Roofing and Flashing Sealant"Is applied as specified In manufacturer's
Installation instructions.Also Classified In accordance with ASTM D3462/D3462M.
Last Undated on 2018-01-11
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The appearance of a company's name or product in this database does not In Itself.assure that products so Identified have been manufactured
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Service.Always look for the Mark on the product.
UL permits the reproduction of the material contained In the Online Certification Directory subject to the following conditions:1.The Guide
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• .• tikes ..
Waml ®axle County Building
Product Information for N.O.A. 19-0311.04
NOA 19-0311.04 f;(Lib—MgZprodtictrontr nnoall90-41104.pdf
Superseded By
File Status File Approved
File,Classification High velocity hurricane zone
Category Roofing
Subcategory Modified Bitumen Roof Systems
Material APP/SBS
Applicant Pci(yg ass Us , Inc. to - suit tatart app�a.pagp atias=lt)1495)
Expiration Date October/1112022
Impact Rate Unelected/Unknown
Maximum Design Pressure Positive 0
Maximum Design Pressure Negative 112.5
Description Polyglass Self-Adhered Roof Systems over Wood Deck
Green Sustainable Attributes NONE
For a detailed description on the File Status, click the NOA Fite Status KE}L(Ikuitdin3Cr?c-result kcy app.c�sla)
Page Last Edited:Wed Jan 25,201710:40:27 AM
11ANlaL W)F
+M7
S�
COUNTY
M IAMi,i �
U-- PRODCONTRAOL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Streek Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) «'�;'��•o�iamizladr.�oti;econa.n�
Polyglass USA,Inc.
150 Lyon Drive
`Fernley,NV 89408
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: Polyglass Self-Adhered Roof System 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.
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#17-1016.01 and consists of pages 1 through 38.
The submitted documentation was reviewed by.Alex Tigera.
NOA No.:19-0311.04
C�m
raaDe eoulm Expiration Date: 10/11/22
Approval Date:03/21/19
Page 1 of 38
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub-Category: Modified Bitumen
Materials SBS/APP/TPO
Deck Type: Wood
Maximum Design Pressure -112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Polyanchor 250'x 48" ASTM D 4601, A polymer woven,high performance,synthetic base
Type H sheet.
Polyglass G2 Base 108'x 36" ASTM D 4601, Asphalt-coated fiberglass reinforced base sheet
Type II
Elastoshield HT 65' 8"x 3'3-3/8" ASTM D 6162 SBS modified asphalt coated fiberglass/polyester
reinforced base sheet.
XtraFlex SBS HT 65' 8"x 3' 3-3/8" ASTM D 6162 SBS modified asphalt coated fibefglass/polyester
Base 650 reinforced base sheet.
Elastobase 65'2"x 3'3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced.
Type I base sheet.
Elastoflex SA V 66' 8"x 3'3'/s" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified
Type l bitumen membrane with a self-adhering back face and
a smooth top surface.
Elastoflex SA V FR 66' 8"x 3'3-3/8" ASTM D.6163, Self-adhered,fire-rated,fiberglass reinforced,SBS
Type 1 modified bitumen membrane with a self-adhering back
face and a smooth top surface.
Elastoflex SA V 66' 8"x 3'VA" ASTM D 6163, Self adhered,fiberglass reinforced, SBS modified
PLUS Type I bitumen membrane with a self-adhering back face and
a smooth top surface.
Elastoflex SA V 66' 8"x 3'3-3/8" ASTM D 6163, Self-adhered,fire-rated,fiberglass reinforced,SBS
PLUS FR Type I modified bitumen membrane with a self-adhering back
face and a smooth top surface.
XtraFlex SBS Base 66'8"x 3'3 18" ASTM D 6163, Self-adhered,fiberglass reinforced,SBS modified
SA Type I bitumen membrane with a self-adhering back face and
a smooth top surface.
XtraFlex SBS Glass 65' 8"x 3'3-3/8" ASTM D 6163, SBS modified asphalt coated fiberglass reinforced
Base Type I base sheet.
Elastobase.P 65' 8"x 3'3-3/8" ASTM D 6164, SBS modified asphalt coated polyester reinforced base
Type I sheet.
Elastoflex SAP 32' 10"x 3' 3-3/8" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
NOA No.:19-0311.04
MIAMORE COUWTY Expiration Date: 10/11/22
Approval Date:03/21/19
Page 2 of 38
Elastoflex SA P FR 32' 10"x 3'3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced,SBS
Type I modified bitumen membrane with a self-adhering back
face and a granule top surface.
Polyfresko G SBS SA 32' 10"x 3' 3 3/s" ASTM D 6164, Self-adhered,fiberglass reinforced,SBS modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Poly resko G SBS SA 32' 10"x 3'3 3/s" ASTM D 6164, Self-adhered,fire-rated,fiberglass reinforced,SBS
FR Type I modified bitumen membrane with a self-adhering back
face and a granule top surface.
Polyreflect 32' 10"x 3'33/s" ASTM D 6164, Self-adhered,polymer,SBS modified bitumen
Type I membrane with a self-adhering back face and a smooth
top surface.
XtraFlex SBS G SA 32' 10"x 3'3-3/8" ASTM D 6164, Self-adhered,fire-rated,polyester reinforced,SBS
Type I modified bitumen membrane with a self-adhering back
face and a granule top surface.
Polybond 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified
bitumen membrane with a burn off polyethylene back
face and a smooth or sanded top surface.
Polyflex 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified
bitumen membrane with a bum off polyethylene back
face and a smooth or sanded top surface.
XtraFlex APP S 32' 10"x 3'3-3/8" ASTM D 6222 Torch applied,polyester reinforced,APP modified
bitumen membrane with a bum off polyethylene back
face and a smooth or sanded top surface.
PolyKool 32' 10"x 3'33/s ASTM D 6222, Self-adhered,polyester reinforced,APP modified
Type I bitumen membrane with a self-adhering back face and
a white film laminate on the top surface.
XtraFlex Kool APP S 32' 10"x 3'33/s" ASTM D 6222, Self-adhered,polyester reinforced,APP modified
SA Type I bitumen membrane with a self-adhering back facc and
a white film laminate on the top surface.
Polyflex SA P 32' 10"x 3' 3 3/s" ASTM D 6222, Self-adhered,polyester reinforced,APP modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Polyflex SA P FR 32' 10"x 3' 33/s" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP
Type 1 modified bitumen membrane with a self-adhering back
face and a.granule top surface.
Polyfresko G APP SA 32' 10"x 3'3 3/s" ASTM D 6222, Self-adhered,polyester reinforced,APP modified
Type I bitumen membrane with a self-adhering back face and
a granule top surface.
Polyfresko G APP SA 32' 10"x 3' 3 3/s" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP
FR Type I modified bitumen membrane with a self-adhering back
face and a granule top surface
XtraFlex APP G SA 32' 10"x 3' 3 3/8" ASTM D 6222, Self-adhered,fire-rated,polyester reinforced,APP
Type I modified bitumen membrane with a self-adhering back
face and a granule top surface.
NOA No.:14-0311.04
MIAMMADE COUNTY
Expiration Date: 10/11/22
Approval Date:03/21/19
Page 3 of 38
Membrane Type: SBS/APP
Deck Type 11: Wood,Insulated
Deck Description: 19132"or greater plywood or wood plank,fastened at 24"spans with wood screws at 6'o.c.
System Type C(4): All layers of insulation are mechanically attached to roof deck.Membranes subsequently
adhered to insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
One or more of the following:
Insulation Laver {� Insulation Fasteners Fastener
Table 31 Density/fe
ENRGY 3,1H-Shield,Polytherm-II,ACFoam-II,Polytherm,XtraFlex Polyiso
Minimum 1.5"thick 2 with 4;7 with 8; 10 with 1:1.33 ft2
12
Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The-
insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number of fasteners
shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS
117 for insulation attachment.
Primer.: Apply WB-3000 at 1 gal.per 300 sq.ft.
(Optional)'
Base Sheet: One 1 of Elastoflex SA V Elastoflex SA V FR or Elastoflex SA V PLUS,Elastoflex SA V
PLUS FR,XtraFlex__SBS Base SA,self-adhered.
Ply Sheet: On or more plies of 'lastoflex SA V Elastoflex SA V FR or Elastoflex SA V PLUS,
(Optional) Elastoflex SA V PLUS FR,XtraFlex SBS Base SA,self-adhered.
Membrane: ne 1 of Elastoflex SA Elastoflex SA P FR,Polyflex SA P,Polyflex SA P FR,Polyfresko
G APP SA,Polyfresko G APP SA FR,Polyfresko G SBS SA,Polyfresko G SBS SA FR,
PolyKool,Polyreflect,XtraFlex APP G SA,XtraFlex Kool APP S SA or XtraFlex SBS G SA
self-adhered.
Surfacing: Install one of the approved surfacing products listed in Table 4'to obtain desired coating or
(Optional) required fire classification.
Maximum Design
Pressure: -82.5 psf; (See General limitation#7.)
NOA No.:19-0311.04
m1Ami-mne eoumw Expiration Date: 10/11/22
Approval Date:03/21/19
Page 25 of 38
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:
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 20401bsJsq.,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 121bs./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 2751bf.,as
tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field-tested,are below
275 ibf.insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of ancbor/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 Professional Engineer,Registered 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 comer 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 milers,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 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 he 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.:19-0311.04
MIpMIDADE COUNTY
� Expiration Date: 10/11/22
�WUApproval Date:03/21119
Page 38 of 38
C
11/25/2019 -Miami-Dade County
lynami-Dade County Building
Product Information for N.O.A. 16-0811.11
1 '
NOA 16-0811.11 U_(librarylproductcontrollnoa116081111.pdf).
Superseded—By
File Status File Approved
File Classification High velocity hurricane zone
Category Roofing
Subcategory Asphalt Shingles
Material Laminate
Applicant GAF(pc-result detail app.asp?app arias=100195
Expiration—Date February/21/2022
Impact Rate Unselected/Unknown
Maximum_Design_Pressure_Positive 0
Maximum_Design_Pressure_Negative 0
Description GAF Timberline HD Timberline Natural Shadow,Timberline American Harvest,and Fortitude
Shingles
Green—Sustainable—Attributes NONE
For a detailed description on the File Status,click the NOA File Status Key_(/huilding/pc-result key app.asp
Page Last Edited:Wed Jan 25,2017 10:40:27 AM
MIAMI O
www.miamidade.govibuilding/pe-result app.asp?fldNOA=16-0811.11&BasirSearch=Go&Classification=0%2CUnknown+%2F+Unselected%2C1&appli... 1/1
r
MIAMI-DADE COUNTY
MIAMI PRODUCT CONTROL SECTION
I 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®American Harvest®,and
FortitudeTM 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# 14-1022.20 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
r
C
E ADE COUNTY NOA No.:16-t1811.11
�j`d°'(�! Expiration Date:02/21/22
Approval Date:02/09/17
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category Roofing
Sub-Category: Asphalt Shingles
Materials: Laminate
Deck Type: Wood
SCOPE
This approves GAF Timberline HD®,Timberline®Natural Shadow®,Timberline American®Harvest®,and
Fortitude7m Shingles as manufactured by GAF as described in this Notice of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions Test Product Description
Specifications
GAF Timberline HD® 13 V;x 39 3/�" TAS 110 Fiberglass reinforced heavy weight asphalt
Manufacturing roof shingle,with a laminate profile
Locations#1,2,3,4,5,6,7
GAF Timberline Natural 13 W'x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt
Shadow® : roof shingle,with a laminate profile
Manufacturing
Locations#1,2,3,4,5,6,7
GAF Timberline®American 13 W'x 39 3/8' TAS 110 Fiberglass reinforced heavy weight asphalt
Harvest® roof shingle,with a laminate profile
Manufacturing
Locations#2,4,5,6
GAF Fortitude7m 13 W'x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt
Manufacturing roof shingle,with a laminate profile
Location#4 1
MANUFACTURING LOCATION
1. Tampa,FL
2. Michigan City,IN
3. Baltimore,MD
4. Myerstown,PA
5. Ennis;TX
6. Tuscaloosa,AL
7. Dallas,TX
NOA No.:16-0811.11
aMLAMMADEcouN rY Expiration Date:02/21/22
Approval Date:02/09/17
Page 2 of 6
EVIDENCE SUBMITTED
Test Agency Test Identifier Test Name/Report Date
Underwriters Laboratories,LLC ASTM D3462 4787344101 07/25/16
Underwriters Laboratories,Inc. ASTM D3462 11 CA48924 10/24/11
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. ASTM D3462 03NK26444 10/17/03
Center for Applied Engineering ASTM D3462 257989 05/13/97
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-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-088-02-01 10/16/02
ELK-107-02-01 10/09/03
ELK-108-02-01 10/09/03
ELK 109-02-01 10/09/03
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 61 G20-3 of the Florida Administrative Code.
NOA No.: 16-0811.11
Mu►Mauaoe CouN7Y Expiration Date:02/21/22
Approval Date:02/09/17
Page 3 of 6
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 S',attached.
LABELING
Shingles shall bear the imprint or identifiable marldng 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.
MIAM-DADE COUNTY
,...1 1
BUILDING PERma 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.
NOA No.:16-0811.11
tYtu►hianane cAPPROVED
I Expiration Date:02/21/22
Approval Date:02/09/17
Page 4 of 6
DETAIL B
OVERALL DIMENSIONS AND NAILING PATTERN
39-3/8"
(1m)
(358-445mm) (368-445rin)
6-112" 9-1/2" ail guide line
13-1 6-1Q"-9-1/2" -
pss-24tmm) (165-241mm) 5�/4'-6-1/4"
337mm (146mm-159mm)
( ) from bottom of shingle
(19-64
elf seal
adhesive
11 Tr/ 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.
END OF THIS ACCEPTANCE
NOA No.:16-0811.11
HJUAM1,10ADECOU Expiration Date:02/21/22
Approval Date:02/09/17
Page 6 of 6
11125/2019 -Miami-Dade County
J
hGa q Dade County Building
Product Information for N.O.A. 17-0609.03
NOA 17-0609.03 T_(A ductcontro!/noa/17060903.gdf)
Superseded—BY
File Status File Approved
File Classification High velocity hurricane zone
Category Roofing
Subcategory Unknown/Unselected
Material Aluminum
Applicant Southeaster Metals Manufacturing Co.,Inc. (pc-result detail agp.asp?aqp atlas=100284)
Expiration—Date September/20/2022
Impact Rate Unselected/Unknown
Maximum_Design_Pressure_Positive 0
Maximum_Desigr_Pressure_Negative 0
Description Aluminum Ridge Vent
Green Sustainable Attributes NONE
For a detailed description on the File Status,click the NOA File Status Kgy. Oding/nc-result key_pgq:.p_).
Page Last Edited:Wed Jan 25,201710:40:27 AM
MIAMNAADE
MM
www.miamidade.gov/building/pc-result app.asp?fldNOA=17-0609.03&BasicSearch=Go&Classification=0%2CUnknown+%2F+Unselected%2C1&appli... 1/1
MIAMaI7ADE
� MIAMI-DADE 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) www.miamidade.gov/economy
Southeastern Metals Manufacturing Company,Inc.
11801 Industry Dr.
Jacksonville,FL.32218
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 PERA-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. PERA 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:Aluminum Ridge Vent
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 renews NOA#12-0426.02 and consists of pages 1 through 3.
The submitted documentation was reviewed by Freddy Semino IN
NOA No.:17-0609.03
MIAMHVME COUNTY Expiration Date: 09/20/22
Approval Date: 10/05/17
Page 1 of 3
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Roof Vent
Material: Aluminum
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT
Product Dimensions Test Product
Specification Description
Aluminum Ridge Vent W=9-7/16" TAS-100 Aluminum low profile attic ridge vent for
H= 1.5" installation in shingle roof systems.
L=8"
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS
Test Product
Product Dimensions Specification Description Manufacturer
Roofing Nails 11 ga.X 2"x TAS 114 Galvanized smooth shank, Any Miami-Dade
3/8" roofing nail County Listed
Suppliers
Flashing cement Various ASTM D 4586 Cut back,asphalt modified Generic
adhesive for flashing (with current NOA)
attachment.
MANUFACTURING LOCATION
1. Jacksonville,FL.
EVIDENCE SUBmrMD
Test Agency/Identifier Name Report Date
PRI Construction Materials Technologies TAS 100(A) SEM-006-02-01 03/19/07
APPROVED APPLICATIONS
Tradename: Aluminum Ridge Vent
System Type: Mechanical attachment of ridge vent.
Slot: Cut a minimum 2"slot along the apex of the roof by cutting 1"on each side of the ridge.
The slot shall terminate approximately 6"from the rake edge.
Installation: Install Aluminum Ridge Vent by centering it over the 2"wide opening. Fasten vent to
the the deck with 11 ga.2"x 3/8"smooth shank galvanized roofing nails placed through
the factory formed nailing locations on the vent.
Ventilation Calculations: Refer to manufacturer's published literature
NOA No.:17-0609.03
MIAMFDADE COUNTY
...� Expiration Date: 09/20/22
Approval Date: 10/05/17
Page 2 of 3
o
LmTrAnoNS:
1. Refer to applicable Building Code required ventilation.
2. Ridge Vent shall comply with applicable Building Code.
3. Ridge Vent shall not be installed on rof mean heights greater than 33 feet.
4. Ridge Vent shall comply with 1517.6 of the Florida Building Code(FBC).
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.
DETAIL A
1.5"
9-�
�s
ALummum RIDGE VENT
END OF THIS ACCEPTANCE
NOA No.:17-0609.03
M AMMADE CountTTY Expiration Date: 09/20/22
Approval Date: 10/05/17
Page 3 of 3