RF-20-66Permit NO.: RF-01-20-66
Miami Shores Village - Permit Type: Roof
10050 2 Ave
Miami Shores FL 33138 Work Classification.- Flat
305-795-2204 Permit Status: Approved
Issue Date: 01/30/2020 Expiration: 07/28/2020
Location Address Parcel Number
357 NE 97TH ST, Miami Shores, FL 33138 11320601357SO
Contacts
Kristy Johnson Owner TOP SEAL SERVICES CORP Contractor
35797 RONALD MEDINA
Business:3052135328 kjohnson@thealdermanlawfirm.com
Business: 3057547844
Description: RE -ROOF FLAT AT REAR OF HOME Valuation: $ 908.00 Inspection Requests:
ti 4949
Total Sq Feet: 1,200.00
.j �1 ____ I F
Fees
Amount
Application Fee - Other
$50.00
CCF
$0.60
DBPR Fee
$4.13
DCA Fee
$2.75
Education Surcharge
$0.20
Roofing Fee
$225.00
Scanning Fee
$9.00
Technology Fee
$6.88
Tota I :
$298.56
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$298.56
Check # 3752
01/30/2020 $298.56
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
Legulating constructigMd zoning. Futher ore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner
January 30, 2020
nt / Contractor / Agent
Date
Page 2 of 2
Miami Shores Village
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 ROOFING
ENTERED
JAN 13 2020
BY: —6 �_:) —
FBC 20 1
Master Permit No.
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE::: r 1 �FFE: y�
OWNER: Name (Fee Simple Titleholder): N"1 :�J0 Phone#.N3_j7?
Address: 1 "JL 7 S
City: 11 11 "M I
Tenant/Lesse�e/Name:
Email: M `d
State: fL Zip: '—'?—?>13 p
Phone#:
f
CONTRACTOR: Com any Name: 7b Phone#: 3
Address:
City: Z-�N c State: Zip:
Qualifier Name: -- Y ' I VX/- Phone#:
State Certification or Registration #: �C� 3? d�l Certificate of Competency #:
7-
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
4 .1C7,�
Value of Work for this Permit: $ q�-' Square/Linear Footage of Work: p.{�
Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: C
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $
Bond $
TOTAL FEE NOW DUE $ �J J
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City • 1-1 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 commencemerit'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 comm77�
ted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. 1 osted notice, the
inspection will not be approve reinspection fee will be charged.
�2
I:-,-
Signature Signature
NER or AGENT TOR
The foregoing instrument
,was
,acknowledged before me this
day of ``.Jo'I 20 Zy by
Y151 �• J��D'n , who is ersonally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
The foregoing instrur4nt was no dged before me this
'e) day of S-p4j It 20 20 by
as me or who has produced
identification and
NOTARY PUBLI
who is personally known to
. as
MICHAEL MARTINEZ
MY COMMISSION # GG041319
EXPIRES October 24, 2020
Sign: Sign:
Print: Print: r�
Troy Tolent no
Seal: NOTARY PUBLIC Seal:
_STATE OF FLORIDA
Comm# GG233105
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County Page 1 of 2
OFICE OFTHE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-013-5750
357 NE 97 ST
Property Address:
Miami Shores, FL 33138-2405
JASON R ALDERMAN &
Owner
_.......................
KRISTY M JOHNSON (JTRS)
__.... .._._-_____.._.._..__.._... _.....................
357 NE 97 ST
Mailing Address
MIAMI SHORES, FL 33138-2405
PA Primary Zone
... ......... _........ _....... _............... -..... - - ----
1000 SG FAMILY - 2101-2300 SQ
--- _
0101 RESIDENTIAL -SINGLE
Primary Land Use
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
... - ..... _-__._.._ _ --
Floors
__-.-_.._._._._
1
Living Units
1
Actual Area
2,459 Sq.Ft
Living Area
1,895 Sq.Ft
Adjusted Area
2,177 Sq.Ft
Lot Size
8,625 Sq.Ft
Year Built
1938
Assessment Information
Year
2019
2018
2017
Land Value
$258,854
$258,854
$258,854
Building Value
$151,519
$151,519
$151,519
XF Value
$2,597
$2,630
$2,663
Market Value
$412,970
$413,003
$413,036
Assessed Value
$314,737
$308,869
$302,517
Benefits Information
Benefit
Type
2019
2018
2017
Save Our Homes
Assessment
$98,233
$104,134
$110,519
Cap
Reduction
Homestead
Exemption
$25,000
$25,000
$25,000
Second
Exemption
$25,000
$25,000
$25,000
Homestead
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
15341 65342
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 18 & E1/2 LOT 17 BLK 42
LOT SIZE 75.000 X 115
OR 14391-484 0190 4
Generated On : 1/13/2020
Taxable Value Information
20191 20181 2017
........._.... _.................... ................. __-I .._.._.__.._............. ..................... L___........_.._......................
County
Exemption Value
- --
$50,000
$50,000
._ ..............--
$50,000
Taxable Value
$264,737
$258,869
$252,517
School Board _
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
_
$289,737
$283,869
$277,517
...................... .......................... _.... .....
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value $264,737
Regional
_....._..__
Exemption Value $50,000
Taxable Value $264,737
$258,869
-
................................_._.._................._.._..�......._..._...
$50,000
$258,869
$252,517
$50,000
$252,517
Sales Information
Previous
OR Book -
Price
Qualification Description
Sale
Pa a
9
23745-
08/01/2005
1$650, 000
Sales which are qualified
0268
...... -... ...... .................. ....._...................................._
11/01/2004
1$373,000
... ............-------.---..
22844
_.......................... _.... _.... -_.................................. ._.........._�
Sales which are qualified
0196
00000-
Sales which are disqualified as a result
01/01/1990
$0
00000
of examination of the deed
12613-
07/01/1985
$100,000
Sales which are qualified
0035
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade Countv assumes no liability, see full disclaimer and User Aoreement at http://www.miamidade.aov/info/disclaimer.asD
https://www8.miamidade.gov/Apps/PA/propertysearch/ 1 /13/2020
OWNER'S AFFIDAVIT OF EXEMPTION
Roof to Wall Connection Hurricane Mitigation Retrofit for -- --
Existing Site -Built Single Family Residential Structures, Rev. 02d0-2=
Pursuant to Section 553.844, F.S.
PERMIT No:
Job Address 357 Kc q- J
OWNER'S INFORMATION: (Only the owner of record may submit and must sign this
application.) �[
Name: c4�
Address/ City / State / Zip
Phone No: 3 3 —narr Email: K �stT (r�/3 ��� •� --
Dear Building Official:
IklxC6 � e if that I'am not required to retrofit the Roof -to -Wall
connections of my b Iding because:
0-he just valuation for the structure for purposes of ad valorem taxation is less than
$300,000.
El The building was constructed in compliance with the provisions of the Florida Building
Code (FBC) or with the provisions of the 1994 edition of the South Florida Building Code
(1994 SFBC).
When the just valuation of the structure for purposes of ad valorem taxation is equal to or
more than $300,000.01k and the building was not constructed in compliance with the FBC
nor 1with 1 4 SF C, an Affidavit of Roof to Wall Connection Mitigation Retrofit must be
p o
Signat he Property Owner
//12,"
Owner's Signature (Date)
State of Florida )
County of Miami -Dade) yl~
Sworn to and subscribed before me this I Day of 20220.
gy :rjr'%'Bk1A 1—k- SO Personally known Kor Produced Identification ( )
Type of Identification produced
(SEAL) , Troy Tolentino
NOTARY PUBLIC
' a -+STATE OF FLORIDA Page 1 of 1
Comm* GG233105
• iN E 1�� Expires 7/23/2022
K
r Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Uff Section A (General Information)
aster Permit No. PPWAM No.
Name
r oo M
Q
o
o
�
n
W
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Mortar/ eslve $et ble
C Asphaltic ❑ Metal Panel/Shingles ❑ Wood`%hk g'les/Shakes
Shingles • • e • • re
m i U - ❑ Prescriptive BUR-RAS 150 Gas Vqq%; s?
z �
I a ROOF TYPE Y�sr3 ;No •
z Type: Nsitur;%l❑ L. sodQ3��M
,� ❑� New Roof Re -Roofing Recovering ❑ Repair Maintagggge
a I ROOF SYSTEM INFORMATION
Low Slope 400f Area (SF) Steep Sloped Roof Area (SF) Total (SF)
1z Zi f
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
Irio..fffir elirnanstlnna of elevated nressure zones and location of parapets.
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Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Sloped Roof System)
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(if a component is not used, identify as'NA')
System Manufacturer. GAF MATERIALS CORP
NOA No.:.
18-0919.12
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: 42.8 pmax2: 71.7 pig: 108.0
!SYSTEM i1 OPTION #1
Max Design Pressure, From the Specffic NOA -45
System:
Deco PLYWOOD
Type:
Gaugerrhickness: 5/8" MINIMUM
Slope: 1 /8"• 12
Anchor/Base Sheet & No. of Ply(s):1 PLY 75# BASE
Anchor/Base Sheet Fastener/Bonding Material:
12G. _NNI11 ARRUSAIANa&4 5/8"TOAl2S
Insulation Base Layer. POLYISOCYANU RATE
1.0' MIN 4'X4'
Base Insulation Size and Thickness:
Base pr 6tgaXhWALe,perBonding Material:
Top Insulation Layer. N/A
Top Insulation Size and Thickness: N/A
Top Insulation Fastener/Bonding Material:
N/A
1 PLY PERFORATED STRATAVENT
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s).& No. of Ply(s): 1 PLY GAF RUBEROID 20
Ply Sheet Fastener/Bonding Material:
HOT ASPHALT
Top Ply: GAF MINERAL SURFACED CAP SHEET
Top Ply Fastener/ Bonding Material:
HOT ASPHALT
Surfacing: N/A
Fastener Spacing for Anchor/Base Sheet
Attachment
Field: 8 " oc @ Lap, # Rows 2 @ 8 " oc
Perimeter.
6 " oc @ Lap, # Rows 4 @ 6 " oc
Comer. 6
" oc @ Lap, # Rows 4 @ 6 " oc
Number of Fasteners Per InswulatOn •
..•.
Board
•
NIA •••••• •
Field
Perimeter CorgeC ,•
Illustrate Components Noted,' ; •' • • •
Details as Applicable: ......
Woodblocking, Gutter, Edge •Teri nation,'.•'.;
Stripping, Flashing, Continuous .GIP.at,. Cant .
Strip, Base Flashing, Countet- fl$shing,.
Coping, Etc. ' •
Indicate: Mean Roof Height, Pal`4p�t yeight,
Height of Base Flashing, Component Material,*.,,,,*
Material Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
GAF MINERAL SURFACED CAP SHEET
FT.
0
Parapet
Hei�Iht
3X3 GRIP 28 OA GALV
R PERFORATED
PED STRATAVENT
FT,1 11
Mean
PLY OOD MIN 5/8"
Roof
Height
POLYISO MIN
1.0" 04
16 pressure treated wood blocking
fastened to plywood deck with 8D RS
Nails @ 6" oc staggered
119" wick strip of GAF Ruberoid 20
ROOFING SYSTEMS I UL Product iQ
Page 1 of 1
20. Dec C-15/32 Incline: 1
Ba eet — One ply Tvpe G2 "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet' mechanically fastened.
Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or pol isocyanura e
mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified
insulation adhesive.
Base Sheet: — One or more plies "RUBEROID® 20 Smooth", "Ruberoid ® 20 Plus Smooth" or "RUBEROID® HW 25
Smooth", mechanically fastened or fully adhered with hot roofing asphalt.
Cap Sheet: — Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® BUR Granule Cap Sheet" or "GAFGLAS®
EnergyCapTM ineral-Surfaced Cap Sheet'. . • • •
•
•
https://iq.ulprospector.com/en/profile?e=148955 10/30/2019
M1AM1•6ADE '81IANI1-DADS COUNTY
PRODU('T CONTROL SECTION
11805 SW 26 Street. Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami. Florida 33175-2174
HOARD AND CODE _1DMINISTRATION DIVISION 'I' (786)315-2590 r (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
GAF •
i Campus Drive �•
• ....
Parsippany. NJ 07054 . • � • � • :.....
SCOPE: ...... •
This NOA is being issued under the applicable rules and regulations govertung the use ot;,60:;nictio$... • •
materials. The documentation submitted has been reviewed and accepted by Miami -Dade 4�nn-pty RER,
Product Control Section to be used in Miami Dade County and other areas where allowetlb,%•the ••
Authority Haying Jurisdiction (AHJ). • •' • • • .
• • .. •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County $roduct; • • • •
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami DadeC!otuttv) •
reserve the right to have this product or material tested for quality assurance purposes. If this product ore e
material fails to perform in the accepted manner, the manufacturer %gill incur the expense of such testing
and the AHJ may immediate]- revoke_ modify, or suspend the use of such product or material within
their jurisdiction. RER resen•es 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 xvith the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberoid" Modified Bitumen Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. cite. state
and following statement: "Miami -Dade Count\- 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.
TERIMINATION of this NOA trill 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 tyith 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 am portion of the NOA is
displayed. then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 1';-1020.01 and consists of pages I through 67.
The submitted documentation was reviewed by Jorge L. Acebo.
s
i
-` - NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Datc: 11/01/18
Page I of 67
ROOFING SYSTEM APPROVAL
Category
Roofing
Sub-Cateporv:
Modified Bitumen
Material:
APP/SBS
Deck Tvpe:
Wood
Maximum_ Design Pressure:
-105 psf.
....
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPL•InANT: •
TABLE 1
""" •
Test
P�vri'trct ""
Product
Dimensions
Specification
DetttiMibn
GAFGLASj Pk 4
39.37•7
ASTM D2178
.. .
Smooth surfaced 14C
(1 meter) Wide
p ply slie eta•
reinforced with filcrgt ; mat...
Tri-Ply"' Ply 4 Ply Sheet
3 9.37"
ASTM D2178
•
Smooth surfaced asphaltic ply jh'et, •
(I meter) Wide
reinforced with figorgiass mat.....
GAFGLASS'
39.377'
ASTM D2178
Smooth surfaced asphaltic ply skoot,'
FlePiyr" 6
(1 meter) Wide
reinforced with fiberglass mat.
GAFGLASff 975 Base Sheet
39.37•
ASTM D4601
Smooth asphaltic base or base/ply sheet
(I meter) Wide
reinforced with fiberglass mat.
Tri-Ph" 975 Base Sheet
39.37"
ASTM D=4601
Smooth asphaltic base or base/ph- sheet
(1 meter) Wide
reinforced with fiberglass mat.
GAFGLAS ` 40 Ultima"' Base
39.37"
ASTM D4601
Smooth asphaltic base or base/ply sheet
Sheet
(1 meter) Wide
reinforced with fibcrglass mat.
GAFGLAS'- Strataventg
39.37"
ASTM D4897
Smooth surfaced asphaltic perforated
Perforated Venting Base Sheet
(1 meter) Wide
renting base sheet reinforced with
fiberglass mat.
GAFGLAS9 Stratavent'
39.377-
ASTM D4897
Smooth surfaced asphaltic nailable venting
Nailable Ventuig Base Sheet
(I meter) Wide
base sheet reinforced with fiberglass mat.
Bottom side surfaced with granules.
Ruberoid' HW 25 Smooth
39.37"
ASTM D6163
Smooth surfaced torch applied SBS base
(I meter) Wide
or ply sheet reinforced with a fiberglass
Ruberoid' HW Smooth
39.37--
ASTM D6164
mat.
Smooth surfaced torch applied SBS base
(1 meter) Wide
or ply sheet reinforced with a polvester
Ruberoid' Mk Granule
39.3T'
ASTM D616=4
mat.
Granule surfaced torch applied SBS cap
(I meter) Wide
sheet reinforced with a polyester mat.
Rubcroid' HW Granule FR
39.3T•
ASTM D616=4
Fire retardant granule surfaced heat -
meter) Wide
welded SBS cap sheet reinforced tvi th a
polyester mat.
Ruberoid" HW Plus Granule
39.377-
ASTM D616=4
Granule surfaced torch applied SBS cap
(I meter) Wide
sheet reinforced with a poh ester mat.
Ruberoid" HW Plus Granule
39.37"-
ASTM D6164
Fire retardant granule surfaced torch
rR
(I meter) Wide
applied SBS cap sheet reinforced with a
polyester mat.
MIAM4DADEC:UNTY24 NOA No.: 18-0919.12
Expiration Date: 11/06/23
Appro-al Date: 11/01/18
Page 2 of67
Test
Product
Product
Dimensions
Specification
Description
Ruberow' Energ Cap"' HW
1 meter
ASTM D6164
Fire retardant granule surfaced licat-
Plus Granule FR
(39.37-) Wide
welded SBS cap sheet reinforced Frith a
polyester mat. Cap sheet is factor_- coated
V ith TOPCOAT' Ener&,-Cotp`
....
Elastomeric Coating. '..'
......
.
Ruberoid" Torch Smooth
39.37'7
ASTM D6222
Smooth surfaced torch eppked APP bale"
(1 meter) Wide
or ply sheet reinforced Rltlr apolvester .
•
mat. ....
......
Tri-Plx-' APP Smooth
3937"
ASTM D6222
Smooth surfaced torch a*Md APP•cap.
• •...
Membrane
(1 meter) Wide
base or ply sheet reinforced *vyith a .'
• • 0 • •'
polyester mat. " ' .
.... • •
Ruberoidt Torch Granule
39.37-
ASTM D6222
...... •
Granule surfaced torcl:appliCd APP cap.
•%
(I meter) ��� ide
sheet rei iforced with a poNester mat. • •
0
Tri-Plx-' APP Granule Cap
39.37-'
ASTM D6222
• 0
Granule surfaced torch'applield APP cpp.
: • •..a
Sheet
(1 meter) Wide
sheet reinforced xrith a polyester mat....'
Ruberoid' Torch Plus Granule
39.3T7
ASTM D6222
Fire retardant granule surfaced torch
FR
(I meter) Wide
applied APP cap sheet reinforced with a
polyester mat.
Ruberoid' Energx-Cap-'
39.37-
ASTM D6222
Fire retardant granule surfaced torch
Torch Plus Granule FR
(1 meter) Wide
applied APP cap sheet reinforced with a
polyester mat. Cap sheet is factor_- coated
With TOPCOAT' EnerPA-Cote7"
Elastomeric Coating.
Ruberoid`' EnergyCap-
3 9.3 7
ASTM D6222
Fire retardant granule surfaced torch
Torch Granule FR
(I meter) bide
applied APP cap sheet reinforced with a
polyester mat. Cap sheet is factor_ - coated
\rith TOPCOAT"' Ener�_-Cotc-
Elastomeric Coating.
Ruberoid" 20 Smooth
39.37"
ASTM D6163
SBS polymer -modified asphalt base or ply
(I meter) Wide
sheet reinforced with a fiberglass mat.
Rubcroid" 30 Granule
39.377-
ASTM D6163
Granule surfaced mop applied SBS cap
(I meter) Wide
sheet reinforced with a fiberglass mat.
Ruberoid' 30 Granule FR
39.37"
ASTM 136163
Fire retardant granule surfaced mop
(I meter) Wide
applied SBS cap sheet reinforced with
fiberglass mat.
Ruberoid'". 30 Phis Granule FR
39.37"
ASTM 136163
Fire retardant granule surfaced mop
(I meter) Wide
applied SBS cap sheet reinforced with
fiberglass mat.
Ruberoid_5 Mop Granule
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Tri-Ply SBS Granule Cap
39.37-'
ASTM D6164
Granule surfaced mop applied SBS cap
Sheet
(1 meter) Wide
sheet reinforced with a polyester mat.
Intec Flex PRF
39.377'
ASTM D6164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced Nrith a poleester mat.
Ruberoid' Mop Smooth
39.37"
ASTM D6164
Smooth surfaced mop applied SBS base
(1 meter) Wide
sheet reinforced with a polyester mat.
Tdmr;lklMIAM I-DADE COUNTY
• �
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approxal Date: 11/01/18
Page 3 of 67
Test
Product
Product
Dimensions
Specification
Description
Ruberoid` Mop Smooth 1,5
39.3T-
AST1v1 D6164
Smooth surfaced mop applied SBS base
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid` Mop Plus Smooth
39.37_'
ASTM D6164
Smooth surfaced mop applied SBS base or
(1 meter) Wide
ply sheet reinforced with a pohvestq"gt.
Ruberoid'' Mop Plus Granule
39.37"
ASTM D6164
Granule surfaced mop apjAicd SBS.oap.'
(1 meter) `Vide
sheet reinforced i� ith M poh ester mat. .
Ruberoid" Mop Plus Granule
39.377'
ASTM D6164
Fire retardant granullVilrated mCp
FR
(1 meter) Wide
applied SBS cap sheet r 'l forced w itl! a
polyester mat. :...:.
Ruberoid=E-nergyCap" Mop
39.37"
ASTM D6164
Fire retardant granuIp.VVf,1ccd mop
Plus Granule FR
(1 meter) Vide
applied SBS cap shec4 %�Torcedovvitk
polyester mat. Cap rkla".it factor• coated
`citli TOPCOAT` Energy Cote` .,
Elastomeric Coating. ,•• : '..'
Ruberoid" Mop Granule FR
39.37"
ASTM D6164
Fire retardant granuICturftced 11jop•.•
(l meter) Wide
applied SBS cap sheet reinforced th9tl2 a
polyester mat.
Ruberoid" EnergyCap" 30
39.37"
ASTM D6163
Fire retardant granule surfaced mop
Granule FR
(1 meter) Wide
applied SBS cap sheet reinforced with a
fiberglass mat. Cap sheet is factory coated
with TOPCOAT' EnergyCote'
Elastomeric Coating.
GAFGLAS" Mineral -Surfaced
39.37°
ASTM D3909
Granule surfaced asphaltic cap sheet
Cap Sheet
(I meter) Wide
reinforced x ith fiberglass mat-
Tri-PIN-1 BUR Granule Cap
39.37"
ASTM D3909
Granule surfaced asphaltic cap sheet
Sheet
(1 meter) «vide
reinforced with a fiberglass mat.
GAFGLAS'`_ EnergyCap"
39.3T7
ASTM D3909
Granule surfaced asphaltic cap sheet
Mineral -Surfaced Cap Sheet
(1 meter) Wide
reinforced with fiberglass mat. Cap sheet
is factors- coated with TOPCOAT'
EnergyCote" Elastomeric Coating.
TOPCOAT' ' Membrane
L ; or 55 gallons
ASTM D6083
Water based elastomeric coating.
United Coatings" Roof Mate
L 5 or ;;
ASTM D6083
Water -based elastomeric coating
TCM Coating
Gallons
TOPCOAT`
Surface Seal SB
or 55 gallons ASTM D6083
United Coatings" Surface Seal ; or ;; Gallons ASTM D6083
SB Roof Coating
TOPCOATS NIB Plus
United Coatings"' Roof Mate
NIB Plus Coating
i or» gallons
or;5 Gallons
Proprietan
Proprietan
Solvent based thermoplastic rubber sealant
designed to protect and restore aged roof
surfaces and to increase roof reflectivity.
Solvent -based thermoplastic rubber
sealant designed to protect and restore
aged roof surfaces and to increase roof'
r0ectivity.
Water based_ loxv VOC primer used to
block asphalt bleed -through.
Water based. low VOC primer designed to
block asphalt bleed -through.
NOA No.: 18-0919.12
MfAMI-DADE COUNTY
y, Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 4 of 67
Test Product
Product Dimensions Specification Description
FireOut" Fire Barrier Coating 5 or 55 gallons Proprictan- Low VOC, water -based fire barrier
coating.
Flex Seal' I.5 gallons TAS 139 Solvent -based elastomeric sealant.
e..e
or 1 qt. tube .e•••.
VersaShield' Fire -Resistant 12" x 100' rolls ASTM D226 Non -asphaltic fibcrglasslansA
06 *000
Roof Deck Protection underla��ment and /or fire�rr+ier. . sees..
•
•
e
s.ee..
VersaShield'e Solo' Fire- 42" roll Nvide. ASTM D146. Non -asphaltic- fire resisWLfiberglgs �
..,...
:sees:
Resistant Slip Sheet 100 ft. D828, D4869. underlayrnent 'sees • • see:*
•
D6757 sees..
sees.
Matrix" 102 SBS Membrane 3. 5 or 55 gallons ASTM D3019 Fiber reinforced rubbetieac7ild-appLiQe4.:
Adhesive adhesive for modified bitfiV* roof
. •
SCStemS. ' ' ; • •
• ...:.
.. • sees
sees..
sees
APPROVED INSULATIONS:
Table 2
Product Name Product Description Manufacturer
(With Current NOA)
Energ\-Guard' Polviso, Insulation Pokisocv anurate foam insulation GAF
EnergyGuard" Tapered Polviso Insulation Polvisocyanurate foam insulation GAF
EnergyGuard' RA Polviso Insulation Poh-isocvanurate foam insulation GAF
EnergyGuard" RE Polviso Insulation Polylsocyauurate foam insulation GAF
EnergyGuard— RH Tapered Polviso Pol. isocvanurate foam insulation GAF
Insulation
Energ-,-Guard' RN Polviso Insulation Polvisoc-vanurate foam insulation GAF
EnergyGuard"' Perlite Recover Board Perlite recover board GAF
EnergyGuard' Perlite Roof Insulation Periit.c insulation board GAF
EnergyGuard' R-A Composite Poh•iso Polvisoc-vanurate foam insulation GAF
Insulation with high density fiberboard or
permalite
Structodek", High DensitA- Fiberboard Roof High density fiberboard Blue Ridge Fiberboard, Inc.
Insulation
SECUROCKI Gypsum -Fiber Roof Board Gypsum board United States Gypsum Corp.
SECUROCKI Glass -Mat Roof Board Gypsum board United States Gypsum Corp.
DensDeckE Roof Board Gypsum board Georgia-Pacific
DensDeck' Prime Roof Board Gypsum board Georgia-Pacific
E COUNTY NOA No.: 18-0919.12
MIAMi•DAD
y� �a Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 5 of 67
APPROVED FASTENERS:
TABU. 3
Fastener
Product
Product
Manufacturer
Number
name
Description
Dimensions
(With Current NOA)
1.
Drill-TecT" 41.2 Fastener
Phillips head. modified
412 x 8"
GAF
buttress thread, pinch
Max. Length
point. carbon steel fastener
#3 Phillips
for use in steel or Nvood
head.
so**
•
decks. With CR-10
....
......
•
coating. Available with a
• • • � • •
....:.
pinch point or drill point.
• •
•
2.
Drill-TecT" 914 Fastener
Truss head. self -drilling.
# 14 N 16"
::::::GAF :...:.
'
pinch point. high thread
Max. Length
.....
.....
fastener for use in steel,
43 Phillips
...... . .
•
.....
wood or concrete decks.
head.
.. .. .. ..
......
•
3.
Drill-TecT" XHD Fastener
Truss head. self -drilling-
915 x 16"
:GAF..
pinch point, high thread
Max. Length
. '..'
....:.
fastener for use in wood or
43 Phillips
• • • • • •
•
steel decks. Carbon steel
head.
• • • •
extra heavy dut\' fastener
used in steel decks.
4.
Drill-Tec'" 3" Steel Plate
Round Gal alume`� steel
3" Round
GAF
stress plate -with
reinforcing ribs and
recessed for use with Drill -
Tee' fasteners.
5.
Drill-Tec" 3" Standard
Galvalunic`r coated steel
3" Round
GAF
Steel Plate
stress plate 1'or use with.
approved Drill-TecT"
fasteners.
6.
Drill-TecT" ASAP 3S
Drill-TecT" #12 fastener
412 x 8"
GAF
with Drill-TecT" 3"
Max. Length
Standard Steel Plate.
93 Phillips
head xN ith 3"
Round plate
7.
Drill-TecT" AccuTrac' Flat
A2-SS aluminized steel
3" square:
GAF
Plate
plate for use with Drill-
.017" thick
TecT" fasteners.
8.
Drill-TecT" AccuTrac=
Gahvalume'4' steel plate
3" square:
GAF
Recessed Plate
with recess for use \cith
.017" thick.
Drill-TecT" fasteners.
9.
Drill-TecT"' 3 in. Ribbed
Round Gals alunie ` plated
3" Round
GAF
Galialume Plate (Flat)
steel stress plate with
reinforcing ribs for use
with Drill-Tec"' fasteners.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 6 of 67
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Description
Date
FM Approvals
3001276
FMRC 4470
01/28/99
301021.5
FMRC 4470
03/01/01
3029832
FMRC 4470
05/11/07
3036980
FMRC 4470
08/1.4/0� .....
3034312
FMRC 4470
; .04/09/09""
3040738
FMRC 4470
0-1/18/11... %
3042887
FMRC 4470
����j1/14/11 •
3046081
FMRC 4470
Q2/I3/13 .
3043633
FMRC 4470
'...0/20/11"'
1B9A8_AM
FMRC 4470
....99/04/97.
3B9Q LAM
FMRC 4470
•09•0/08/09 • •' •
3D4Q2.AM
FMRC 4470
;••;81J30/97 •
OD1A8.AM
FMRC 4470
• 04/01/9a01 •.
797-03221-267
FMRC 4470
.09/24/01 "
797-10228-267
FMRC 4470
" 01/15/Ii:
797-04694-267
FMRC 4470
ON17/09 •
797-03925-267
FMRC 4470
07/14/08
RR203450
FMRC 4470
12/04/15
FM Letter
FMRC 4470
04/1.1/13
FM Letter
FMRC 4470
09/15/15
UL LLC
R1306
UL 790
08/21/19
IRT-ARGON Inc.
02-005
TAS 114-J
07/ 19/04
02-014
TAS 114-J
04/08/02
Trinity I ERD
C8500SC.11.07
ASTM D6862
11/30/07
G30250.02.10-2
ASTM D6222
11/11/1.0
G30250.02.10-3-R2
ASTM D3909
06/03/15
G31360.03.10
ASTM D6164
03/31/10
G32520.06.11
ASTM D 1876
06/28/11
G33470.01.11
ASTM D6164
01/13/11
G34140.04.11-2
ASTM D6163
04/25/11
G34140.04.11-4-R2
.ASTM D4601
6/4/2015
G34140.04.11-5-R3
ASTM D4897
6/4/2015
G36780.07.11-R1
TAS 114-J
07/19/11
G40620.07.12-2
ASTM D6222
07/17/ 12
G40630.01.14-1
ASTM D6163
01 /06/ 14
G40630.01.14-2A
ASTM D5147
01/07/14
G40630.01.14-2A-1-RI
ASTM D6164
04/10/14
G40630.01.14-2B-R1
ASTM D6164
01/16/15
G40630.01.14-2C
ASTM D6164
01 /07/ 14
G40630.03.14
ASTM D5147
03/06/14
G43190.03.14-1
ASTM D5147
03/06/ 14
G43190.03.14-2
ASTM D5147
03/06/14
G43190.05.14-R 1
ASTM D5147
0S/20/ 14
G43610.01.14
ASTM D5147
01/22/14
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 7 of 67
EVIDENCE SUBMITTED: (CONTINUED)
Test Agency
Test Identifier
Description
Date
Trinity ERD
G43190.11.I3-1
AST;vl D6222
11/1�/13
G46160.02.15
ASTM D6163
02/12/15
G46160.02.15-2D-1
ASTM D6163
02/09/16
G46160.03.15
ASTM D6163
03/11/15
G46160.09.14-2A
ASTM D-5147
0 0 09/09A1 : � * •
G46160.09.14-3A
ASTM D6164
•.0 • ;09/09/.14 0
G46160.09.14-3B
D6164
w w w w w.09/09Z" 0 0 0
G46160.09.14-3C
.ASTM
ASTM D-5147
...:w.09/09/14 w
G46160.12.14-3E
.ASTM 136164
• • • •.l2/29114
G6850.08.08
ASTM D6163
, 00 ,.:0
0000 08/0 008
G6850.08.08-R1
ASTM D6164
":00:04/144rl . ;
G6850.10.08
ASTM D6222
" " 10/06/OV
G6850.11.08
ASTM D6222
: � �: �:02/17/09 0
SC6870.08.14-R1
ASTM D3909
009/04'14 � : -
. w
PRI Constniction Materials
GAF-122-02-01
TAS 139
005/0706".
Technologies. LLC
GAF-245-02-01
ASTM D6093
06/10/N00
GAF-276-02-01Rex
ASTM E2178
01/04/11
ASTM D6083
GAF-306-02-01
ASTM E96
07/07/11
GAF-314-02-01
ASTM D2178
08/23/11
GAF-315-02-01
ASTM D2179
08/231
GAF-369-02-01
ASTM C 1289
10/22/12
GAF-434-02-0 3
TAS 114-J
09/06/ 13
GAF-434-02-04
TAS 114-J
09/06/13
GAF-464-02-01
ASTM C1289
02/06/14
GAF-498-02-01
ASTM D6083
09/16/16
GAF-499-02-01
ASTM D6083
03/12/14
GAF-500-02-01
ASTM D6083
03/12/14
GAF-559-02-01
TAS 117(B)
09/30/14
GA F--5 _59-02-04
A STM D 1876
10/01/ 14
GAF-559-02-0-5
ASTM D1876
10/1-5/14
GAF-5-59-02-06
TAS 114(H)
10/02/14
GAF-559-02-07
ASTM D903
10/02/14
GAF-559-02-08
ASTM D903
10/02/14
GAF-> 9-02-09
ASTM D903
10/02/14
GAF-559-02-11
TAS 114-J
10/14/14
GAF-559-02-12
TAS 114-J
10/14/14
GAF--559-02-13
TAS 114-J
10/15/14
GAF-5-59-02-14
TAS 114-J
10/15/14
GAF-5-59-02-15
TAS 114-J
10/15/14
GAF-559-02-16
TAS 114-J
10/15/14
GAF-559-02-18
TAS 114-J
10/1-5/14
GAF-559-02-19
TAS 114-J
04/10/15
Dy natech Engineering Corporation
44482.02.95-1
TAS 114-C
09/01/9�
NOA No.: 18-0919.12
MIAM!•DADE COUNTY
Expiration.Dare: 1 1/0(>/23
saw Approval Date: 11/01/18
Page 8 of 67
Membrane Type: SBS
Deck Type II:
Wood, Insulated
Deck Description:
Min. 15/32" thick plywood or wood plank secured 6 in. o.c. with 8d ring shank
nails to supports spaced 24 in. o.c. max.
System Type A(12):
All insulation layers are adhered to a mechanically attached anchor sheet.
Membrane is subsequently partially adhered to insulation.
All General and System Limitations shall apply. • •
Fire Barrier:
• •
FireOut' Fire Barrier Coating, VersaShield' Fire -Resistant Slip'Sbeet'or .
(optional)
VersaShield' Solo' Fire -Resistant Slip Sheet. ...... ;""'
Anchor sheet:
GAFGLAS' 475 Base Sheet, Tri-Ply' #75 Base Sheet, Ruberoid!' -;Q,Smoot4 or
GAFGLASI Stratavent' Nailable Venting Base Sheet is secured gg Scribe j • •' • •
below.Miami-Dade
County Approved min. 12 ga. annular ring shank nall�jap� min. 15/8
fFasDtening
in. diameter tin caps are spaced 8 in. o.c. in the min. 4 in. wijle dhcjtor shut .
side laps and 8 in. o.c. in the fie the sheet in two staggered rows.. '..'
(Maximum Design Press S:jjpsf,See General Limitation #r*"711• 0 6066
Fastening
Miami -Dade County Approved min. 12 ga. annular ring shank nails and min. !-
Option #2:
5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 in. wide anchor sheet
side laps and 6 in. o.c. in the field of the sheet in two staggered rows.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #3:
AccuTrac'l Flat Plates or Drill -Tee' 3 in. Ribbed Galvalume Plate (Flat) are
spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in
the field of the sheet in two staggered rows.
(Maximum Design Pressure —52.5 psf, See General Limitation: #7)
Fastening
Drill -Tee' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #4:
AccuTracO Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are
spaced 12. in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in
the field of the sheet in two staggered rows.
(Maximum Design Pressure —67.5 psf, See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #5:
AccuTracl Flat Plates or Drill-Tec'°' 3 in. Ribbed Galvalume Plate (Flat) are
spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the
field of the sheet in three staggered rows.
(Maximum Design Pressure —82.5 psf, See General Limitation #7)
One or more layers of any of the following insulations.
Insulation for Base Layer Insulation Fasteners Fastener
(Table 3) Density/ft'
EnergyGuardT°' Polyiso Insulation, EnergyGuard' Tapered Polviso Insulation,
EnergyGuard' Ultra Polyiso Insulation, EnergyGuard'" RH Polyiso Insulation,
EnergyGuard' RH Tapered Polyiso Insulation
Minimum 1" thick N/A N/A
Note: All insulation shall be adhered in a full mopping of approved hot asphalt within the EVT
range and at a rate of 20-401bs./100 ft2. Please refer to Roofing Application Standard RAS 117 for
insulation attachment.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 33 of 67
Base Sheet:
GAFGLAS'ff' Stratavent' Perforated Venting Base Sheet is loosely -laid over the
insulation with 2 in. side laps
Ply Sheet:
Install one or more plies of Ruberoid' 20 Smooth adhered with any approved
mopping asphalt applied within the EVT range and at a rate of 2040 lbs./sq.
(See General Limitation #4).
Membrane:
uberoid' 30 Granule FR, Ruberoid' 30 Plus Granule FR, Ruberoid' Mop
ranule, Tri-Ply`' SBS Granule Cap Sheet, Intec Flex PRF Ruberoid" Mop**o
GranulTM ••.•
e FR, Ruberoid' Plus Granule FR, Ruberoid' En e Mop
•.•.••
•
••
Plus Granule FR, Ruberoid' EnergyCap"` 30 Granule FR, GA 'g' Mfietal�•
Surfaced Cap Sheet, Tri-Ply" BUR Granule Cap Sheet or GAFC44W •
En^ ergy'Cap�MinTeral-Surfaced Cap Sheet adhered in a full mopping of approved
•
; • • • •;
asphalt applied within the EVT range and at a rate of 2040AtAsgt * :so***
.....
Surfacing:
Optional on granular surfaced membranes; required for Mobih " • •
• • • •; •
membranes. Chosen components must be applied accordieg to :
'
.
manufacturer's application instructions. All coatings must belisted with.in. •
.•..%
a current NOA. • •
•
• • L • • •
l .
Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a floodWt
of approved asphalt at 60 lbs./sq.
2.
TOPCOAT' Surface Seal SB or United Coatings' Surface Seal SB Roof
Coating applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat.
OR
TOPCOAT' MB Plus or United Coatings' Roof Mate MB Plus Coating
applied at a minirPium rate of 1.0 gal./sq.(to be used as a primer) followed by
TO,�COATS'
Membrane or United Coatings" Roof Mate TCM Coating
applied
in one or more coats at a minimum rate of 1.0 gal./sq. per coat.
3.
Fiber Aluminum Roof Coating.
Maximum Design
Pressure:
See Fastening Options
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 34 of 67
WOOD DECK SYSTEhI LIMITATIONS.
l A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS" FlexPly"' 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum 'ia"' DensDecV' Roof Board or Type X g�-psum board is acceptable to be installed
directly over the wood deck.
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 lavers. The first layer shall be attached in compliance Avith
Product Control Approval guidelines. All other lavers shall be adhered in a full mopping of . • • • •
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or nneebartic;llv
attached using the fastening pattern of the top laver � ..
......
I All standard panel sires are acceptable for mechanical attaclunent. \NThen applied irrapprim-ed
asphalt, panel size shall be 4' x 4' mammum.
4. An overlay and/or recovery board insulation panel is required on all applications o\ er t;tcsed cel;
foam insulations when the base sheet is fully mopped. If no recovery board is used M* sheep.-
shall be applied using spot mopping with approved asphalt. 12" diameter circles, 21'?o.c : or strip? • • •
mopped 8" ribbons in three rows. one at each side lap and one down the center of the s;c;t allowin j
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break sjnall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of ftwt system shall*
beat a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maxirfk * � •
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Cliaracterisdc Force (F') value of
275 lbf.. as tested in compliance Nvith Testing Application Standard TAS 105. If the fastener value.
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined b% the
Building Official. a revised fastener spacing, prepared. signed and scaled by a Florida Registered
Engineer. Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation 49 will not
be applicable.)
8. All attachment and sizing of perimeter nailers. metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation 47 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01.11.8
Page 67 of 67
"Delivering Excellence Every Day"
------ MIAAff-DADE COUNTY ------
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner it deli required
ated space indicates that d to
explain to the owner the content of this form. The owner's initials m b'm
has been explained.
1. Aesthetics -workmanship: Tie workmanship provisions of Chapter 15 (High Velocity Hurricane
d water intrusion
Zone) are for the purpose of providing that the roofing system meets the wind resistance
tc wo kman ,�P provisions
.
performance standards. Aesthetics (appearance) are not a consideration with p Q
Aesthetic, issues such as color or architectural appearance, that are not part of a zoning Dade; shou�cl'b� addrea ad •
as p f the agreement between the owner and the contractor. ......
2. Renaili_ng wood decks: When replacing roofing, the existing wood roof die 09 fray hey: •t0.
o be ; •• ••;
reXalled' accordance with the current provisions of Chapter 16 (High Velocity Hurri�aane Zoned of the Fl®r�cia•
• .....
Bode. (The roof deck is usually concealed prior to removing the existing roof syst• Common roofs: Common roofs are those which have no visible delineationbetweeanelghbor�;•
uownhouses, condominiums, etc.). In buildings with common roofs, the roo g g
ontrabtor nd/or.
owner should notify 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
therefore roofing nail
view d from below. The owner may wish to maintain the architectural appearance; ,
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
mak ta' g this appearance. I t �
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
ca e water to pond (accumulate) inlow-lying areas of the roof. Pondingonding may shorten the life
distress and may require the review of a professional struengineer.can be an indication of structural
ctural ditions may not be evident until the original
expectanLy and performance of the new roofing system. Ponding
cono g
stem is removed. Ponding conditions should be corrected.
r
j' 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
over aded from a build up of water. Perimeter/edge walls or other roof extensions may w scuppers this
ersdiusah discharge
overflow scuppers (wall outlets) are not provided.' :It may be necessary to install overflow pp
Vintr
uirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
entilation: Most roof structures should have some.ability to vent natural action shathrough the
e structural assembly (the building itself). The existing amoWnt of attic vent
reduced.
i
Date:
Owner's/.Agent's Signature:
Permit Number:
Contractor's Signature:
Property Address:
i1/!� �" (any Wei L AW