REV-20-539Miami Shores Village
P-'-ECEIVED
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC XROOFING
ly
Fsc 20
Master Permit No. `6 7 -- _Z0 `30
Sub Permit No.
'tg(REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: %00-SS /1IORTH ;6/.SGAyA),r- 162-00.
City: Miami Shores County: Miami Dade
Zip: 3313,9
Folio/Parcel#: ��-32O$' d�y`OCL3a Is the Building Historically Designated: Yes NO X
Occupancy Type: Rea Load: Construction Type: c�5' Flood Zone:
BFE: FFE:
=ygvp& DEAf7-/ao—/vircH6[c�D�A177co,
f�'c�ICR pF 47--b '4ey
OWNER: Name (Fee Simple Titleholder): 7AMrX EA1-rfCo (oe cER5")
Phone#: 7S&-,ASS- 02?0
Address: 100- 5 IV, g 6CAYAJE EL 06
City: IM1,4ml SN-2Es State: re-oR(154
zip: —33/38
Tenant/Lessee Name: tj /A
Phone#:Cn6 o2SS-02gd
1
Email: I o� @ �i7�1�QLCR�F/�gcoAl I/'acFc9• Co,�l
CONTRACTOR: Company Name: AFFOAZA&C- O-At7AAZ'-r AS, SIC,
Phone#:13
Address: pgS N F I Rs— -S7R S E T
City: f'4114f State: FL P 4 1,0f1
zip: - MI7p
Qualifier Name: 1 o_ OY1 A, Clowt ck
Phone#: 13oS) Gsz 03-00
State Certification or Registration #: C C-r— /3,2 S `� 6 3 Certificate of Competency
#:
DESIGNER: Architect/Engineer: A118
Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ -34 Knr. � 0 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Qem
Description of Work:
�-�c,ofiAlG —
Specify color of coloi thru
Submittal Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Permit Fee $
Radon Fee $
�!-{AfUG ! �� � ►.)�12-��-Y �"1 err( ,
eL.A n17'ATi'aiJ I3 ') SG-A7E_ / 00 -I ,14 0
CCF $ CO/CC $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Bond $
G1
TOTAL FEE NOW DUE $ I
IRL&JO �7-
(Revised02/24/2014)
Bonding Company's Name (if applicable) ,4/11 �-
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b"pproved and a reinspection fee will be charged.
Signature Q Signature �Y�thi�7G�
OWNER or AGENT / / CONTRACTOR
The foregoing instrument was acknowledged before me this
1 + ( day of 20 -'�D by
who is personally known to
me or who has produced tl--D C-1(JE0- t t(s
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print
Seal: • ..e....•Y�g
•�,;a'va,•.,, SINDIA ALVAREZ
MY COMM!pSION # GG 2382,13
�. FxpIRESI September 3, 2022
****************
APPROVED BY
The fidregoing instrument was acknowledged before me this
day of MAKC9 , 20 .20 by
,TteSEPN A, /-r40Jtc.A , who is personally known to
me or who has produced
identificatioJan
did take an oath.
NOTARY,PU
Sign:
Print:[ V A
Seal: * * MY COMMISSION # 60 015119
EXPIRES: July 31, 2020
�Ree s�taf' YanNd ilru &dpMlbbry SnMau
as
******************************************************
Plans Examiner
Structural Review
Zoning
Clerk
(Revised02/24/2014)
-kFFORDABLE
CONTRACTORS, INC
ROOFING DIVISION
www.affordableroofingcontractors.com
State Licensed General Contractor, License Number: CGC014838 — Since 1979
State Licensed Roofing Contractor, License Number: CCC1325963
285 N. E. 1851h Street — Suite # 24 Office: (305) 652-0300
Miami, Florida 33179
March 10, 2020
Building Department
Miami Shores Village
10050 N. E. 2nd Avenue
Miami Shores, Florida 33138
Attention: Ismael Naranjo, Building Official
Dear Mr. Naranjo:
The attached revision application concerns the sloped roofs tile underlayment, only.
Our supplier is temporarily out of stock of the original underlayment (Polyglass TU-Plus) and has
shipped Gardner Weather -Armor FT3, instead [NOA: 18-1109.03].
There are not any other revisions requested.
Sincerely,
Affordable Contractors, Inc.
'A. w
J. A. Litowich
r /l�
i ROOF ASSEMBLIES AND ROOFTOP ST
Florida Building Code 5th Edition (2014)
\�G
High -Velocity Hurricane Zone Uniform Permit Application Form.
�O
Pee Section A (General Information)
Master Permit No. `- �.Z-Z�'-�o � Process No.
Contractor's Name
Job Address �t7Q5S O(SC -�
�y,�E aVo
ROOF CATEGORY
�ow Slope ❑ Mechanically Fastened Tile �ortar/Adhesive Set Tiles
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150
ROOF TYPE 1
❑ New roof ❑ Repair ❑ Maintenance X Reroofing ❑ Recovering 1
ROOF SYSTEM INFORMATION 1
Low Slope Roof Area (SF) 2 ps Steep Sloped Roof AREA (SSF) Total (SF)
Section B (Roof Plan) • • • •. • • • . •• •.
...... ..
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers � "(:velflow drains.Include dimen- J
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • • •'
•
••..•. . . •.•..
■■
■■■
■
Ire■
■■■■■■■
�r��■
I■■
■
■■■■■■■0
i
WOMEN
IN
■■■■■■■■■■■■MR..
■■
1; "
BUILDING, 5th EDITION (2014) 15.37
Copyright to, tx licensed by, ICC (ALL RIGHTS RESERVED); accessc zc a n 1 3 AM pursuant to License
Agreement. No further reproductions authorized.
1
1
1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
1 High -Velocity Hurricane Zone Uniform Permit Application Form.
1
1
Section C (Low Slope Application)
Top Ply Fastener/Bonding Material:
Fill in specific roof assembly components and identify
S�-GF-ADNE/.�0
1 manufacturer
j (If a component is not used, identify as "NA")
Surfacing: Fgcr-Ay- f 46_11 ,f G2gN �4_9 1
Fastener Spacing for Anchor/Base Sheet Attachment: 1
System Manufacturer:'?o(Y4kcss U-SA _7�j<.
1
8" 8
Field: oc @ Lap, # Rows -3 @ " oc
Product Approval No.: /9- 0.3//-'f ,0
1
Perimeter: 6 " oc @ Lap, # Rows y 6 @ ,, oc
E C/) pA6>< 3�
Design Wind Pressures, From RAS 128 or Calculations:
/
Corner: b " oc @ Lap, # Rows t% 6 ' oc
— °� --1 1
,�,
P1: P2: 7� .7 P3: /a 8, o
Number of Fasteners Per Insulation Board: 1
A)
Max. Design Pressure, from the specific product
I
Field Perimeter Corner
approval system:
1
Illustrate Components Noted and Details as Applicable:
Deck:
1
Woodblocking, Gutter, Edge Termination, .Stripping, Flashing,
Type: Wocail PLYcJoo(� 7-7
Continuous Cleat, Cant Strip, Base Flashing, CounterFlashing,
Coping, Etc.
Gauge/Thickness: �8
Indicate: Mean Roof Height, Parapet Height, Height of Base 1
1
Flashing, Component Material, Material Thickp6?? '1:,pstener 1
Slope: /8 �o
p
Type, Fastener Spacing or Sub:it A441rWfacturelt'156ails thaf'M';'
Comply with RAS 111 and Chapter•16. • •
: I •
1 Anchor/Base Sheet & No. of Ply(s): t ftv 4tt7S GLAsRA GC_
. • •
• • • • 9 • 0 • 0 • �1� •
Anchor/Base Sheet Fastener/Bonding Material:
I WA/LF_ i> SrM u t rf)aI Fv tts c '/ (,l A EL ASToQAS£
Insulation Base Layer:
FL fLcToFLF�
..I....
Base Insulation Size and Thickness:
-;'� EJ i►1rYAc
••Paieet
•19090
HQi t
Insulation Fastener/Bonding Material:
eiLAST-X%r'X sA✓'HFT.
'"'Base
•••• •
V-GAsTo4`7S
GtASgi95ETop
Insulation Layer;
Drc KTop
Insulation Size and Thickness:
s*-4cco F-ASc.rA,-Mean
1 Top Insulation Fastener/Bonding Material:
Roof
Height
1
i
I
Base Sheet(s) & No, of Ply(s): I PLY's EtAs7-o43f4SE
OVLICI-IANG Is
6kc-ArCR T//AAI 1-2
+�
1
Base She t Fastener/Bonding Mat ri :r
I A •' � s CA IV C.;/ NA; �s "j- GAId T' 4 TAss
EOGF �FrAL
I
/
Ply Sheet(s) & No. of Ply(s): �i-AS?��CEX SA I
I
Ply Sheet Fastener/Bonding Material:
1
1 36LF - Ats(ICAED
1
Top Ply: ELASToF[.1X SAP FA
1
1
15.38
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014)
1 I 1 1 1 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczcr Palacio on Jun 6, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: -909& p0F1,A16 ZLC
Notice of Acceptance Number: 1 9- /Oa/, 02
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: 39./ P1: 69d Pi: /00.7
Deck Type: WOop 1
I
Type Underlayment: 30 ASTitI 7'yPE �-� ��
Roof Slope:
—''5 12 Insulation: �—
,T 1
Fire Barrier:LAJIA
;
1
Ridge Vend ? Fastener Type & Spacing: Alf „ I � 6 T HA f 64„ 5_0 �« • ! • • • •
Adhesive Type: ice ASH fv�s . r .1..:•
Type Cap Sheet: �ANI-w�`E- vT •
!• •
Mean Roof Height: _ Roof Covering: [PLA, 7tTiviJ•(�F"cj„� T�P1' 1 •
dp& Size Drip x�"��J.a ;; •••:
Edge:
^//4/cF4
1
U µOER�Y�L�NT 1jh1L/46=
L-AAS : 6 rr ��
FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39
Copyritht to, or licensed by, ICC (ALI, RIGHTS RESERVED); accessed by Eliezcr Palacio on Jun R, 2015 10:32:12 AM pursuant to License
ASreernent, No further reproductions authorized.
1
i
1
1
1
1
1
1
1
i
1
1
1
1
i
II
1
II
!1
II
�i
1
1
1
1
RQOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mt. If the M, values
are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1:39 l x AP'2g%' = It.3 ) _ Mg: 7.n - M -�'" Product Approval M a y
( /_) - Mg: 7.9 = M, Zx,/d Product Approval M,
(P3:/°°, xA �gl' = ZQ !%) _ mg: 7 SZ = M,-2/_6 Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below-74• / Product Annrnvnl M 4*4 4'
Mr required Moment Resistance"
Mean Roof Height
Roof Slope
15'
20'
25'
30,
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9 • •
6:12
26.4
28.0
29.4
30.5 .
32. . • •
7:12
24.4
25.9
27.1
28.2 • •
• •
30.Q
•
•
...... .. •• ......
,Must used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules end
Appeals. • •• • • •
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If1� • J •,slues 48 tfe'ater thanor ,• • •
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. �� E• . •
.•..•• • • •••.•
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P1:_ x L _
_ x w: _ _) - W:
x cos 0 _ = Fr, _
Product Approval F:":': ' '
(P2: xL
= xw:= _) - W:
- x cos 0 = F2 _
•• •
Product Approval F� . . • t •••%
(P3:_ x L _
_ - x w: _ _) - W;
` x cos 0 = Fr3
Product Approval F: -T- ' • •
41094104,
_ -
a�--s-- - 0000 •
Where to Obtain Information
Description
Symbol
Where to find
; Design Pressure
P1 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
0
Job Site
Aerodynamic (Multiplier
Product Approval
(Restoring Moment due to Gravity
Ma
Product Approval
Attachment Resistance
M,
Product Approval
Required: Moment Resistance
M
0
Calculated
Minimum Attachment Resistance
(Required Uplift Resistance
Average Tite Weight
F'
F
W
Product Approval
Calculated
Product Approval
711e pimensions
L = length W = width
Product Approval
A, I LcslculationA must ;be submitted to the building official at the time of permit application.
1SA0 FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014)
1 ' C°pYri0l to, or licensed by, ICC (ALL RIGHTS RESERVED): accessed by Eliczer Palacio on Jun B. 2015 10:32:12 AM pursuant to License
_ Agreement. No runber reproductions authorized.
MIAME�ADE
M IAM I-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Gardner Asphalt Corporation
4161 W. 7" 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,'Lil;,'s"tate and Tolldwing"""
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein""" 00 : •. •.:
..►.
......
00*09
RENEWAL of this NOA shall be considered after a renewal application has been filed and t4gg jlas been ngchange• •; • • •
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 end$rseeent of;i-y product, Ir...,
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to c ftl)�with ar13 Ae4ion 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 # 18-0409.06 and consists of pages 1 through 6.
The submitted documentation was reviewed by Freddy Semino is
NOA: l 8-1109.03
Expiration Date: 03/28/23
Approval Date: 01/03/19
Page 1 of 6
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
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 II
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. 0000
Location #1, 2
. . .... ......
APOC Tuff -Felt 46
36" x 144' rolls
ASTM D 226 Type I
Asphalt Satjj1t;jVelt underlayment, ••••
Manufacturing
square#15. •••• :••••:
Location #1, 2
• • • • • •
00000 • , • • • •'
•••••• • • •••••
United FGUR10
36" x 144' rolls
ASTM D 226 Type I
Asphalt Saturatea*Felt underlayment, 4••':•
Manufacturing
square # 15. • •
• . .. . 0 0 00 0:
Location #1, 2
• •
0 0
•• • .... •
APOC45
36" x 144' rolls
ASTM D 226 Type I
Asphalt Saturated Felt undl?lft�ment, 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
NOA: 18-1109.03
Expiration Date: 03/28/23
Approval Date: 01/03/19
Page 2 of 6
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 II Synthetic roof underlayment comprised
Manufacturing of layers ofpolyolefin film.
Location #3
GatorSkin-10 42" x 285.8' rol Is ASTM D 226 Type II Synthetic roof underlayment comprised
Manufacturing of layers ofpolyolefin film.
Location #S
Weather -Armor CX-L
37.25" x 145' rolls
ASTM D 226 Type II High strength hybrid underlayment
Manufacturing
comprised of two layers ofpolyolefin and
Location #3
polyester synthetic fabric with a thin layer
of modified bitumen betm eVt1w two
. . .... ......
plies.
Weather -Armor SB-1
36' x 65' 8" rol Is
ASTM D 1970 Glass fiber reki-fQroed, po1yme4nodifxd• •: -
Manufacturing
asphalt, grantif"dSelf-adhered •
Location #4
underlaymeW * * *. ;...:. '
.... . .....
Gard -Lock
36' x 65' 8" rol Is
ASTM D 1970 Glass fiber roim%ioced, nolymei modified....
Manufacturing
.
asphalt, grarr�ftele elf -adhered •
Location #4
underlaymert. 0
0 0
Weather -Armor HT3
39" x 65' 8" rolls
ASTM D 1970 60-mils. thick (nominallyl,se Vadhering
Manufacturing
membrane composed of elastic polymers,
Location #4
bitumen, glass reinforcements and a cross
laminated sheet surfacing.
Weather -Armor FT3
39" x 65' 8" rolls
TAS 103 60-mils. thick (nominally), self -adhering
Manufacturing
membrane composed of elastic polymers,
Location #4
bitumen polyester and glass
reinforcement.
Eagle -Armor by Apoc
39' x 65' 8" rolls
TAS 103 60-mils. thick (nominally), self -adhering
Manufacturing
membrane composed of elastic polymers,
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: 18-1109.03
Expiration Date: 03/28/23
Approval Date: 01/03/19
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
GGI-202-02-01 ASTM D; 62�• • • • • • •a8/09/i8 • • . •
...... .. .. ......
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. • • • • • • • • • •
. . .. . ......
Anchor Sheet: One or more plies of APOC Tuff -Felt 26, United FGUR20, United EGUR70, APVC.V,, No. 10
ASTM, GatorSkin, GatorSkin-10 or Weather -Armor CX-L with a M*InAu;n 4" heedlap and X0 • •:
end lap mechanically fastened to deck with approved nails and tin caps 6 inches o. "inimum
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.
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 mi ni mum 19" headlap and a 6" end lap mechanical I 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.
N OA: 18-1109.03
Expiration Date: 03/28/23
Approval Date: 01/03/19
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.
Anchor Sheet:
One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" headl ap 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 pl i es of ASTM D 226 Type I I or ASTM D 2626 with a mtmitnum 4", headl ap and a: • • •
6" end lap mechanically fastened to deck with approved nails and ti$•c t�t "o.c.:atth� fide laj�•'..
.. .. . ......
edge and in a grid pattern spaced 12"o.c. in the field of the roll.
...... . .
Membrane:
One or more lies of Weather -Armor FT or Ea le -Armor b A oc• elf- dherin• rh rane . • • 0 • •
P ' g Y p .s � � @lam
adhered to the anchor sheet with a mi ni mum 3" headl ap and 6" end tap.* o! .... ; .. •. ;
Surfacing:
....
FeF1 Weather -Armor FT and Eagle -Armor by Apoc Shall be acceptable for use in approved
asphaltic shingles, wood shakes, & shingles, quarry slate, metal roof, and mechanically
fastened roof tile applications.
R-11 Weather -Armor FT and Eagle -Armor by Apoc may be used with any approved adhered
roof tile system as specified in their current NOA using the following tile adhesives with
current NOA:
Mhe Dow Chemical Company's TI L E BOND Roof Tile Adhesive
G@:,'P Adhesives and Sealants, I nc.' s I CP Adhesive Pol yset A H-160
MAP Touch ' n Seal Storm Bond Roof Ti I e Adhesive
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.
NOA: 18-1109.03
Expiration Date: 03/28/23
Approval Date: 01/03/19
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 assemblie,91M approved
.... .....0
under specific assembly Notice of Acceptance. • •. •
5. APOC-Tuff Felt 26, United FGUR20, APOC 25, No. 30 ASTM, APOC-TuffFekAl6 4nited V%t;Z0, ....:.
APOC 45, No. 15 ASTM, United FGUR70, GatorSkin, GatorSkin-10 and Weathei*tior CX-L fisted
herein shall not be left exposed as a temporary roof for longer than 30 days of applitafign. :„s:. •
.... . .....
6. Gard -Lock and Weather Armor SB-1 listed herein shall not be left exposed as a t��Qwary roof for.longer . o: * •
than 90 days of application. 000000
•..... ......
.
7. Weather -Armor HT3, Eagle -Armor by Apoc and Weather -Armor FT listed herein sha'12 not be left exposed '.
. .. . .....0
as a temporary roof for longer than 180 days of application. • • •
8. Gardner Underlayments listed herein may be used with any approved roof covering;lotic ,cf•Acceptaonce **:
listing Gardner Underlayments listed herein as a component part of an assembly in the Notice efIVLptance.
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: 18-1109.03
Expiration Date: 03/28/23
Approval Date: 01/03/19
Page 6 of 6