RF-14-2222U
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-221332
Scheduled Inspection Date: December 10, 2014
Inspector: Rodriguez, Jorge
Owner: MARGARET PANTIN & RAMON LEON,
UACf2ACCT DAAITIM Q CAIIAeNKI 1 Cf%kl
Job Address: 10001 NE 1 Avenue
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: T&S ROOFING SYSTEMS INC.
umiamg uepanment comments
RE- ROOF TILE
Passed
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Permit Number: RF -10-14-2222
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number
Parcel Number 1132060132030
INSPECTOR COMMENTS False
Inspector Comments
69L1.oC7-
c%
Phone: 3051265-2654
December 09, 2014 For Inspections please call: (305)762-4949 Page 11 of 43
P �r
AC132 Engineering Inc.
Testing & Engineering Services
Certification of Authorization # 8131
Tel: 954-245.8976; Fax: 954.301.7776
5230 NE 18 Avenue
Fort Lauderdale, FL 33334
Roof rile Uplift Test Report
Attention: Miami Shores Village, Building Division,
10050 NE 2nd Avenue, Miami Shores, FL 33138
Client: T & S Roofing Systems, Inc
Test Date: 12/9/2014 Permit # RF -10-14-2222
Property Address: Leon Residence
10001 NE 1 Avenue, Miami Shores, FI
Roof Pitch:
Type of Tile:
Roof Area:
4 in 12
Boral Roof Tile
25.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro H 160
Field Instrument :
IMADA Force Gauge 0-100 Serial number: 243454
Test Location
Total Number of Tests
Field Uplift Pull Test
Test results
Perimeter Area: 10.00 sq
10
As per FBC 2010
Passed
Field Area: 15.00 sq
15
As per FBC 2010
Passed
No. of Corner: 7
7
As per FBC 2010
Passed
Ridge Areas: 160 pcs
14
As per FBC 2010
Passed
Important.
These laboratory results can change due to future weather impacts and/or unavoidable roof
traffic. Therefore, this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
Cordially,
ACB2 E ir;hg Inc. (NOA 09-1005.01)
Anton"Ceevedo, PE
Fla. Reg. No: 36466
W k ,
ACB2 Engineerijug Inc.
Engineering and Labbomoq Services
5230 NE I e Avenue
Fort Lauderdale, Florida 33334
Phone: (954) 245-8976 Fax: (954) 301-7776
.t
AF'DA'ViT OF CoI"LIANCE WIg ROOF DECKING ATTAcmqENT An SECONDARY
WATER R HURRICAN.iF1.MXr"GAT'XON RETROFIT FOR EXISTING SITE -BUIL
SINGLE FAMILY RESIDENTIAL STRUCTU T
FURSUANT TO SECTION 553.844 F.S.
r
Re: Owner's Name
.Property Address o 1
Roofing .Permit Number
Dear Building Offcia4
Ce
siren y that the roof decking attachment and fasteners have been
strengthened an corrected and a secondary water barrier has been provided t required b the `
of Hurricane Mitigaiion Retrofits for Existing Site --Built Single Family Structures" adopted
Florida Building Commission by Rule 9B-3.047 F.A.C. P by the
Qualifying Agent
Si ature of Qualifying Ag t
Print Name
STATE OF FLORIDA COUNTY OF MAAff-DADE I ( f
Sworn to and s bscribed before me this \
day of G
20 c40 No, No y public Stat o Florida
(SEAL) r Dan el Perez
fly oMMw8ton E 1 3821
9jFDr F4® Exntrl�a owlnnT_
Personally known
or Produced Identification
5
Miami Shores Village -- -�
Building Department OCT a9 2014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $°
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 2010
BUILDING Master Permit NO.9iF I � —22 -22 -
PERMIT
. 222 -
PERMIT APPLICATION Sub Permit No.
r-JBUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1000 I N E 1 A09— i S J U
City Miami Shores County Miami Dade Zip: 3 S 1318
Folio/Parcel#: It- - 01� - ?p30 Is the Building Historically Designated: Yes NO -
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): &MON � L® lel Phone#: SOS" %4 L?S- 56 3 7
Address: 10001 Ki F 1 Ao-e-
City: 'M \C'M \ State: VL Zip: ?DIS Is lb
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: ! 'i' Phone#:
Address:` ! (dV �i e7+
` c I
City: �k ) AylA1 State:TZip:
ricl
Qualifier Name: -VU I-? I 1-j1CS1/laU�, Phone#:
State Certification or Registration #: Cl (_, 7Z z Certificate of Competency #: _
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 00 Square/Linear Footage of Work: 3&-2d
Type of Work: ❑ Addition
Description of Work:
❑ Alteration ❑ New Repair Replace ❑ Demolition
I i�L
Specify color of color ttjhru tile: �[
Submittal Fee $ SO -00-4d Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
-�;i r -EIncltidq
T
CCF $ CO/CC $
DBPR $ Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ _
Bonding Company's Name (if applicable)
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 be approved and a reinspection fee will be charged.
Signature v
OWNER or AGENT
The f egoing instrument wa acknowledged be for me this
day of 20 by
Lvft� who is personally known to
me or who has produced as
identification and who did take an oath.
Sign:
r
Print:
Seal: ®.0 a Notary
�a
Daniel
a My Con
Expires
�k�kek�k�k�k�k�N�N�k�Nsk�N�N�N��k�kffi�k�F�F�N�h�h�b�k �>
APPROVED BY
(Revised02/24/2014)
Signature A'
CONTRACTOR
The foregoing instrument was acknowledged before a this
Wday of V 20 by
ZIfawho is personally known to
me or who has produced as
Print:_
u lic S to of Florida Seal:
P rez
ni sion E123821
8 1/2 15
�A�kffi�k8e7Nffi�kN`�k�k�Nek+kN��
ans Examiner
Structural Review
and who did take an oath.
$etPsy P!}s� Notar4 P�iblic State of Florida
Daniel Perez
My Commission EE123821
`oF Ile Expires 08/21/2015
M�k�k�kek�ek
Zoning
Clerk
•
)e Roof Area (SF) Steen Sinned Rnnf Area (SM Tntar f_S6
•]0■:il:i e RUF
10, rwI araIns, sceppuma, a
nns of certinnc aril Invsa_Ic_
Dns or eievaiea oressure znnes ann encaunn nr r.
■
IPiNifigi 1
111k'■ 11
r■■■/J■■■■■■I 17>< 1Cir'i.��r�l■�■■�■����■ �Lrt �■CI
Section C"
r'llAit b -t ADE Miami -Dade County HVHZ Electronic Roof Permit Form
mm Section C Page (Low Slope Roof Systems)
",Delivering Excellence Every Day"
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
ROOF SYSTEM MANUFACTURER: GAF
Product Approval (NOA): 13-0424.09 System Type:.
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
(P1) Field: a]psf
(P2) Perimeters: =1psf
(P3) Corners: FT]psf
Maximum Design Pressure From NOA: RTIpsf
Roof Slope: •25 ":12 Roof Mean Height: 12_ ft.
Parapet Walls: 2✓ No 11 Yes Parapet wail Height:
Deck Type: —5/8" Plywood—
Support Spacing: " o/c
Alternate Deck Type:
Existing Roof:
Fire Barrier.
Vapor Barrier
anchor Sheet:
anchor Sheet Fastener / Bonding Material:
isulatio i Base Layer Size & Thickness:
sulatlon Base Layer Fastener 1 Bonding Material:
sulaUon Top Layer Size &Thickness:
3ulati0111 Top Layer Fastener/ Bonding Material:
se
at(s) & No. of Ply(s):
75 BASE SHEET
se Sheet Fastener/ Bonding Matenal:
1/4 RS NAILS
Sheets) & No. of Ply(s):
_Y IV
Sheet Fastener/ Bonding Material:
'PHALT TYPE IV
Top Ply:
MINERAL SURFACE CAPSHEET
Top Ply Fastening / Bonding Material:
ASPHALT TYPE IV
Surfacing:
SINGLE PLY MEMBRANE:
Single Ply Manufacturer/ Type:
Single Ply Sheet Width: " 1/2 Sheet Width: "
No. of Single Ply 1/2 sheets:
Single Ply Membrane Fastening / Bonding Material:
❑ FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field: " o/c @Laps & r4 rows ^ o/c • •
:**Goo
2. Perimeter. 6 11o1c @ Laps & • �evbs ^ o%• • •
•0K. 0000••
3. Comer. "o%@ Laps &� rowso% •
NUMBER OF FASTENERS PER INSULATACA MARD:. • • • •.
•00• ••0
1. Field: 2. Perimeter. �! ,dtaer. a . i• • •
•• •. •
Insulation Fastener Type: • • • •
• •
•
WOOD NAILER TYPE AND SIZE: : . • •
•
Wood Nailer Fastener Type and Spacing:
EDGE & COPING METAL SIZES:
Edge Metal Material:—Galvanized _Metal—
Edge Size: —3" face 26 ga.—
•
•0000•
•0000•
•000•
•000•
000.0•
•
•
000.0•
Hook Strip Size: I --SELECT EDGE METAL HOOK STRIP SIZE—
Edge Metal Attachment.
1 114 RS NAiLS
Coping Material: —SELECT PARAPET WALL COPING MATERIAL—
Coping Size: FSELECT COPING METAL SIZE OR THICKNESS—
Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE—
Parapet Coping Metal Attachment:
a
r
Edge Nailable Deck
MIAMI.OADE
LUMEW
"Delivering Excellence Every Day"
Top Ply
Interplies
Miami -Dade County HVHZ Electronic Roof Permit Form
Base �ti
'�y
12
Sheet
Roof Mean Height: %
.
ti
4
t
..•
Drip Metal: sees
•
3X3 GALV 26ga • • • • •
_ ---
Surfacing: ' • • • •' 'sees
*0000
Drip metial
'
00 •'
e : 9 9'
sees .
.0
9660• e
Top Ply:
00
�-
0
F�NERALSURFAt G WSHEtT
60000•
:sees
+y
u
�.
Interplies:
PLY IV
A.
f Dock-
-
Base Sheet:
[#75 BASE SHEET
Deck Type:
_. _ .
5/8 CDX PLYWOOD
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: co Gf A4 LL
Product Approval Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
127• - 1- P2. 9 b' P3•
Maximum Design Pressure c,
Product Approval Specific System: /
Method of Tile Attachment: WO
Steep Sloped System Description •
0000•.
• .....•
.. •
Deck Type: •
0
000..000000
0000 0000..
•
L)odi *Go*
•0000•
Roo Slope: TYPe Underlayment: ... .... V1 I
0000.
. .
:12 •0000•
Insulation: •••; •�
.F�0000..
. . ......
Fire Barrier: . •
0000
Ridge Ventilation?
Fastener Type & Spacing: 1 v 1
Adhesive Type:
Type Cap Sheet:
Roof Covering: � o� S 1 �
Mean Roof Height:
Type & Size Drips
Edge: ��(� W
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the systems, choose either Method 1 or 2. Compare the values
for M, with the values from K. If the M, values are greater than or equal to the M,
values, for each area of the roof, then the the attachment method Is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P,: x aQZ3.3 = -Id) ) - Me: 5-$3-= M,, TZ -9 TZ-9Product Approval Mf Z
(P2: x.A ' , = - M9: �• M,2 ® - -3 Product Approval M,
(P,: Ito. 7 x A G% Mg: -a�= M,. i'8 Product Approval Mr
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval M,
Regulred Moment Resistance*
Mean Roof Height -�
Roof Slo
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
37A 39.8 s.
4:12
30.4
32.2
33.8
35.1 • • •37.3
5:12
28.4
30.1
31.6
32.8 • • • • •34.9 *oeo
6:12
26A
28.0
29A
30.5 ' 6=32.4
7:12
24.4
25.9
27.1
WVV-
28.2 0 030.0 •
*Must be used In conjunction with a list of moment based tile systems endorsed by fteo • • • • * •
Broward County Board of Rules and Appeals. • •
0000
• • •
For Uplift based the systems use Method 3. Compare the values for F' with the values fog • • •. •
F,. If the P values are greater than or equal to the Fr values, for each area of $be rpof, ti;eq •
the the attachment method Is acceptable. •�;�
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(P,: x 1: = x w:= _, - W: x cos 0: - = F„ Product Approval F'
(PZ: x 1: = x w:= _� - W: x cos 0: - = F12 Product Approval F'
(P,: x 1: = x w:= )-W: x cos 0: - = Fra Product Approval F'
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 prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
B
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
Me
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weigh I
W
Product Approval
Tile Dimensions
I = length
w = width
Product Approval
Ali 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 Gale, Building 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 owner and the contractor. The owner's initial In the designated space Indicates that the item has been
explained.
?. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (HIgh-VelocIty
Hurricane Ione) are for the purpose of providing that the roofing system meets the wind
resistance and inter Intrusion performance standards. Aesthetics (appearance) are not a
consideration with respect to workmanship provisitu:s. Aesthetic issues such as color or
architectural appearance, that are not park of a zoning code, should be addressed as part of the
agreement between the owner and the contractor.
2, Renalling wood decks: When replacing roofing, the existing wood roof deck may have to
be renaiied in accordance vft the current provistons of Chapter 16 (High Velocity Hurricane
Zones) of the. (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 (i.e., townhouses. condominiums, etc,). In buildings with common roofs, the
roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to
be performed.
. Exposed callings. Exposed, open beam oeiiingsare where the undersi* offg roof 401116
can be viewed from below. The owner may wish to maintain the architetU 0 eppea ;
therefore, roofing nail penetrations of the underside of the decking may not tO.-dwaptable-US
owner provides the option of maintaining this appearance. • • • • • • •
5. Ponding water: The current roof system and/or, deck of the building nm yiM 11rain 44 apt
may cause water to pant! (accumulate) In tow -lying areas of the roof.OAlrtSieg can be,,Pn
indication dfsttructural distress and may require the review of a professional'st ural el ql, W.
Ponding may shorten the life expectancy and performance of the new rooks stem. Porrging
conditions may not be evident until the original roofing system Is removei, Ponding ccvnditigns
should be corrected. :00009
•• • 0000
fi. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the rap1hnot
overloaded from a .buildup of water. Perimeter/edge watts or other roof extensions may block
this discharge I overflow scuppers (wall outlets) are not provided. It may be necessary to install
overflow scuppers in accordance with the requirements of., Chapter 1.5 and 16 herein and the
Florida Building Code, Plumbing.
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. It may be beneficial to consider additional venting which can result in
extending the service life of t roof.
Owtner's/A nt's g atare e e Contra or's Signature O t
OWNER'S AFFIDAVIT OF EXEMPTION
Roof to Wall Connection Hurricane Mitigation Retrofit for Existing Site -Built Single
Family Residential Structures
Pursuant to Section 553.844 F.S.
Date:
To:
Re: Owner's Name: U
Property Address: 10 0 d I N r— J NO -Q— x'1'11 /RPh 1 5: h O 1,a 3119 S
Roofing Permit Number:
Dear Building Official:
%L- I Lcertify that I am not required to retrofit the roof to wall
conn ctions of my building because:
'®%IThe just valuation for the structure for purposes of ad valorem taxation is less than $300,000.
.600.0
The building was constructed in compliance with the provisions of the Florida Buildt"Co* f e (FBt
or with the provisions of the 1994 edition of the South Florida Building Code (1994 SFBCJ ..... • • •.
•0606
••6060 ,
��(g •66.6• • ••
Signature of Property Owner i ....,, 6
1� WhoN LU
Print Name
STATE OF FLORIDA COUNTY OF MIAMI -DARE
Sworn toscribed before is
Day of 20
_ Personally known
or Produced Identification
c1�sv n�a�
?
Notary Publi tate of
Darnel Pe
" �n
�Y Commission EE12
odpti6
Expires 08/21/2015
•0606•
0• • 0000
0000
When the just valuation of the structure for the purposes of ad valorem taxation is equal to or more than
$300,000, and the building was not constructed in compliance with the FBC nor with the 1994 SFBC, and
affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
1461 NORTHWEST 23 STREET MIAMI, FLORIDA 33142 TELEPHONE 305.639.7663/954-438-9897 FACSIMILE 305.265.2685
www.305NewRoof.com STATE CERTIFIED LICENSE S#CCC1326032
6060•.
•
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•
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Summary Report
Property Information
Folio:
11-3206-013-2030
Property Address:
10001 NE 1 AVE
Owner
RAMON LEON
MARGARET PANTIN
Mailing Address
10001 NE I AVE
MIAMI SHORES, FL 33138
Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/1
Floors
1
Living Units
1
Actual Area
2,800 Sq.Ft
Living Area
2,208 Sq.Ft
Adjusted Area
2,504 Sq.Ft
Lot Size
11,010.1 Sq.Ft
Year Built
1952
Assessment Information
Year 2014
2013
2012
Land Value (� $209,457
$143,550
$123,236
Building Value $173,279
$173,630
$193,913
XF Value $1,384
$1,384
$1,683
Market Value $384,120
$318,564
$318,832
Assessed Value $219,810
$216,562
$212,942
Benefits Information
Benefit
Type
2014
2013
2012
Save Our Homes
Cap
Assessment
Reduction
$164,310
$102,002
$105,890
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
1 5341 6 53 42
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 15 & W40FT LOT 16 BLK 15
LOT SIZE IRREGULAR
OR 21177-2639 04 2003 1
Generated On : 9/5/2014
Taxable Value Information
Previous
Price
OR Book-
2014
2013
2012
County
04/28/2010
$359,000
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$169,810
$16,562
$162,942
School Board
• • •000000
05/01/2004
Exemption Value
u5Qqq.
. $2 5,000
$23%00
Taxable Value
$194,EtCt
• $191,462
187 942
City
21177-2639
2008 and prior year sales; Qual by exam
0••..0
+.••••••..
of deed
Exemption Value
g.SDill1Q;
50,000
$:d,0;0
Taxable Value
$'b"5 Moi
$1• .60
0%1.6j442
Regional
• . •
•
•
Exemption Value
150,000
�•
:rj"�
0$5004M0
Taxable Value
$189,810-1
$1 F,�W42
; $?02! 142
...
Sales Information
Previous
Price
OR Book-
Qualification Description
Sale
Page
04/28/2010
$359,000
27279-0802
Qual by exam of deed
04/23/2010
$100
27279-0804
Corrective, tax or QCD; min
consideration
05/01/2004
$445,000
22383-3876
2008 and prior year sales; Qual by exam
of deed
04/01/2003
$275,000
21177-2639
2008 and prior year sales; Qual by exam
of deed
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 County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version
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: Spanish IS' Nuevo Concrete Roof Tile . • • • • • • • 0000..
.. 0000
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, �yy,�tote and 1oltowing 0000
•
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.• goo. 0000 :0600:
0090 0009 900.9
RENEWAL of this NOA shall be considered after a renewal application has been filed and tht"Ips beam n®.change..:..'
in the applicable building code negatively affecting the performance of this product. 00 9 • • • • • 000000
999..9
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charipe mogthe 00' 0 9
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddrivbept of anyArp&ct, :9060:
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wi4Jay 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 NOA No. 12-0308.19 and consists of pages 1 through 7.
The submitted documentation was reviewed by Juan E. Collao, R.A.
1NIAM1•DADH counmr
• NOA No.: 14-0408.06
Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 1 of 7
MIAM)MQADE
®
MIAMI-DADE COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
PRODUCT CONTROL SECTION
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
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
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: Spanish IS' Nuevo Concrete Roof Tile . • • • • • • • 0000..
.. 0000
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, �yy,�tote and 1oltowing 0000
•
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.• goo. 0000 :0600:
0090 0009 900.9
RENEWAL of this NOA shall be considered after a renewal application has been filed and tht"Ips beam n®.change..:..'
in the applicable building code negatively affecting the performance of this product. 00 9 • • • • • 000000
999..9
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charipe mogthe 00' 0 9
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enddrivbept of anyArp&ct, :9060:
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply wi4Jay 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 NOA No. 12-0308.19 and consists of pages 1 through 7.
The submitted documentation was reviewed by Juan E. Collao, R.A.
1NIAM1•DADH counmr
• NOA No.: 14-0408.06
Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category
Roofing
Sub -Category:
Roofing Tiles
Material:
Concrete
Deck Type:
Wood
I. SCOPE
This approves a system using Spanish IS' Nuevo Concrete Roof Tile, as manufactured by Boral Roofing LLC in
Lake Wales, FL., and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code does not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall
be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Test Product
Applicant
Dimensions Specifications
Description
Spanish'S' Nuevo Tile
L = 17"
TAS 112 High profile, interlocking, one-piece, 'S'
W=93 4"
shaped, high-pressure extruded concrete
H=2 27/32"
roof tile equipped with three nail holes. For
Min. 0.65" thick
direct deck nail -on, mortar set or adhesive
set applications.
Trim Pieces
L= varies
TAS 112 Accessory trim, concrete roof pieces for use
W = varies
at hips, rakes, ridges and valley ... :
Varying thickness
•
terminations. Manufactured fbr each tile • • • • • •
0000 •
profile. • • • •
0000.. 0000 •
• 0000..
2.1 MANUFACTURING LOCATION
0000..
• • • • 0000 ; ... ••
1. Lake Wales, FL
• • •
0000 00000 .00..:
•*•••• •• ••�•••
• 0 . . .
2.2 SUBMITTED EVIDENCE:
00 00 0000 000000
:00:0: •0'
Test Agency
Test Identifier
. 0 • 0 .
0000..
Test Name/Repo : * *'01te
Redland Technologies
7161-03
. •
Static Uplift Testing • EW 61991 :0660:
Appendix III
•
PA 102 & PA 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing Dec. 1991
Appendix II
PA 108 (Nail -On)
Redland Technologies
P0647-01
Wind Tunnel Testing Aug. 1994
PA 108 (Mortar Set)
Redland Technologies
P0402
Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied
94-084
Static Uplift Testing May 1994
Engineering, Inc.
PA 101 (Mortar Set)
The Center for Applied
94-083
Static Uplift Testing April 1994
Engineering, Inc.
PA 101 (Adhesive Set)
MIAMI•DAbB COUNT1f
NOA No.: 14-0408.06
• P
Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 2 of 7
2.2 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
The Center for Applied
25-7183-4
Static Uplift Testing
Feb. 1995
Engineering, Inc.
PA 102 (2 Quik -Drive Screws,
Direct Deck)
The Center for Applied
25-7214-3
Static Uplift Testing
March, 1995
Engineering, Inc.
PA 102 (1 Quik -Drive Screw,
Direct Deck)
Redland Technologies
Letter Dated Aug. 1, 1994
Wind Tunnel Testing
Aug. 1994
PA 108 (Nail -On)
The Center for Applied
Project No. 307025
Wind Driven Rain
Oct. 1994
Engineering, Inc.
Test #MDC -78
PA 100
Nutting Engineering
13343.1
Physical Properties
Feb 2009
TAS 112
Celotex Corporation Testing
520111-3
Static Uplift Testing
Dec. 1998
Service
520191-2-1
PA 101
March 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
Jan 2009
Walker Engineering, Inc.
Evaluation Calculations
25-7094
February 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7496
April 1996
Walker Engineering, Inc.
Evaluation Calculations
25-7584
December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc.
Evaluation Calculations
25-7183
March 1995
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set System
ApriL 1999
Walker Engineering, Inc.
Evaluation Calculations
Restoring Moment Due to Gravity
an 2009 •.....
Walker Engineering, Inc.
Calculations
Aerodynamic MultipliV •
09,01•/10 .'
Restoring Moment Due to'WEPT y
•
IDIX02/10 .... • •
American Test Lab of South
RT0130.01-14
assess
TAS 112 a •..
• •
X:05/14 ; • • • •;
Florida
RT0426.01-14
TAS 112 • • • •'
®2/14 .... •
•• ••
•ase ••seas
aces••
• • •
a •
•
00 0
••saes
seas
MIAMbDADH COUNTY
NOA No.: 14-0408.06
JAPPROVED1 Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 3 of 7
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.7 May be installed on slopes 7:12 and greater
3.8 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.
4. INSTALLATION
4.1 Spanish `S' Nuevo Concrete Roof Tile and its components shall be installed in strict compliance with
Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf)
Length-1(ft) ee W1dW--W 1ft)
Spanish 'S' Nuevo Tile
8.95
p
1 1.417 00M.
peep..
"peso
.Ouse.
Table 2: Aerodynamic Multipliers -,% (ft) ••sepeep ;•
Tile
3
( s) • •
Profile
Batten Application
Direc. Qatk Aftaggtion
•oee
7:12 or greater
Spanish
'S' Nuevo
Battens
,Spanish 'S' Nuevo Tile
0.215
• ':' b.233 '
pee
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)'.. p •
Tile
Profile
2:12
3:12
4:12
5:12
6:12
•oee
7:12 or greater
Spanish
'S' Nuevo
Battens
Direct
Deck
Battens
Direct
I Deck
Battens
I Direct
I Deck
Battens
Direct
Deck
Battens
Direct
I Deck
Battens
Direct
Deck
Tile
5.36
6.00
1 5.30
15.931
5.21
1 5.83
1 5.09
5.70
1 4.96
1 5.56
1 4.82
5.39
MISMN�Aoe Cou1�Y NOA No.: 14-0408.06
APPROVED Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
For Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 16132"
plywood)
Direct Deck
(min. 19132"
plywood)
Battens
Spanish 'S'
2-10d Ring Shank Nails
28.6
41.2
19.4
Nuevo Tile
1-10d Smooth or Screw Shank Nail
5.1
6.8
2.8
2-10d Smooth or Screw Shank Nails
6.9
9.2
7.3
1 - #8 Screw
20.7
20.7
18.1
2 - #8 Screws
43.2
43.2
29.8
1-10d Smooth or Screw Shank Nail
Field Clip)
23.1
23.1
19.0
1-10d Smooth or Screw Shank Nail
Eave Clip)
29.3
29.3
24.0
2-10d Smooth or Screw Shank Nails
Field Clip)
27.6
27.6
38.6
2-10d Smooth or Screw Shank Nails
Eave Clip)
38.1
38.1
41.8
2-10d Ring Shank Nails 33.1 48.1 45.2
Fl- Installation with a 4" tile headlap and fasteners are located a min. of 2%" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems •
Tile Application Minimum Attachment
Resistance
Tile
Tile Application
Minimurn Attaeliment
Profile
5 Medium paddy placement of 24 grams of 3MTm 2 -Component Foam Roof Tile Adhesive AH -160.
...Pe9sista*me•0 •
Spanish 'S' Nuevo Tile
Adhesive 2
0... 29.3.. •
2 See manufactures component approval for installation requirements. 00000
0000
3 Flexible Products Company TileBond Average weight per patty 10.7 grams. 000000
.. 00•
31VIT"" 2 -Component Foam Roof Tile Adhesive AH -160 Averaae weiaht Der Dattv 8 arams..0 •..' '.:..
60°41..
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibft :000;0 ••
for Single Patty Adhesive Set Systems •••� %
0000 .
Tile
Profile
Tile Application Minimum Attachment
Resistance
Spanish 'S' Nuevo Tile
31VITM 2 -Component Foam Roof Tile Adhesive AH -160 66.5
3MTM 2 -Component Foam Roof Tile Adhesive AH -160 38,7
4 Large paddy placement of 63 grams of 31VITm2-Component Foam Roof Tile Adhesive AH -160.
5 Medium paddy placement of 24 grams of 3MTm 2 -Component Foam Roof Tile Adhesive AH -160.
MIAMUDADB COUNTY
NOA No.: 14-0408.06
JAPPROYEDI Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 5 of 7
0000
0000
0000
.e
0000
beef
0e..
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Spanish 'S' Nuevo Tile
Mortar Set5
24.5
6 Tile-Tite Roof Tile Mortar.
•
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or
following statement: "Miami -Dade County Product Control Approved".
BORAL.ROOFING LLC SPANISH `S' NUEVO CONCRETE ROOF TILE (LAKE WALES, FL.)
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
•000.0
•
MIAME04D8 COUNTY
NOA No.: 14-0408.06
• • • Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 6 of 7
0 0 0 •
0000
:
•• •
0000
•
0000••
0000
0000••
•
0000••
•
• •
•0000•
0000
0000
• •
• •
• •
0000
0000
•0999
00.80•
• ••
69600
0660
•9996•
::*::o
•
• •
6 •
•9996•
•9699•
• • •
•69.6•
•• •
9969
• •
•
0000
MIAME04D8 COUNTY
NOA No.: 14-0408.06
• • • Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 6 of 7
Fastener Hole
PROFILE DRAWINGS
y �
�,pppEC� NOA No.: 14-0408.06
JAPPROVED1 Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 7 of 7
0000....
0000....
SPANISH `S' NUEVO CONCRETE ROOF TILE
0000000000
00 00 ....
00 00 ..:.
040.60
6
END OF THIS ACCEPTANCE
.0000.
•
."".
6"".
0000..
0000..
0000.0.
0000....
. 0000
0000...
• .
• • 6
06 .6
6006
6604•0
6..6.6
0
00
0000
. .
6 e
00
.
00000
00.0000.
. .
.6..66
00*
•
00*0
�,pppEC� NOA No.: 14-0408.06
JAPPROVED1 Expiration Date: 05/20/19
Approval Date: 06/05/14
Page 7 of 7
KIAMMIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 551441000
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: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160
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 rey i bion or CMange in the • • � •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endor%emeht of anyV1Wuct, for •.
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to lcb?*1 with W$ $ection'o'F""
this NOA shall be cause for termination and removal of NOA.
0000..
0000
.
0000 . .
ADVERTISEMENT: The NOA number receded b the words Miami -Dade County,F 8 • • • and f 0006
lo � � d b t • : • •
P Y Lgxid�. 4 Y�'� Y �@:..'
expiration date maybe displayed in advertising literature. If any portion of the NOA is dislal4rd,'then A09ball'be dopa....
in its entirety. •
0000..
. 0 . .. 000..0
000
NSPECTION: A copy of this entire NOA shall be provided to the user by the manufaqurer di
gr its stribu0..tors a0d•�•;
shall be available for inspection at the job site at the request of the Building Official. 0000 •
.0..
This NOA revises NOA 13-0502.02 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
M DADS COUW7'Y
NOA No.: 14-0805.01
JAPPROVED1 Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using 2 -Component
Foam Roof Tile Adhesive AH -160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2 -Component N/A
Foam Roof Tile Adhesive
AH -160
Foam Dispenser N/A
RTF1000
ProPack® 30 & 100 N/A
TAS 101 Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Prove
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
APPROYEDI
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 2 of 11
.0000.
0
0000..
.. 0 0000
0
Test
ReMt�•• ••••
••••••
ASTM D 1622
1.6 lbs./ft.3 000000
0000..
:
ASTM D 1621
0000 0000
18 PSI Parallel to rise • ' 0
. .
• • • 0' 0'
• 0
00 • •
12 PSI Perpendicular to ris%..... 0 ..
ASTM D 1623
28 PSI Parallel to rise 000000 • 060 990
0000..
ASTM D 2127
0.08 Lbs./Ft2 • • • • • •
•
ASTM E 96
3.1 Perm / Inch •0
• • • • • •
ASTM D 2126
0000..
+0.07% Volume Change @:4X%, 2 w8eks
+6.0% Volume Change @I A*F.,100% Humidity,
2
weeks 6009
ASTM D 2856
86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
APPROYEDI
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Center for Applied Engineering
#94-060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
P36700.04.12 ASTM D 1623
25-7438-3
SSTD 11-93
10/25/95
02/21/12
25-7438-4
TAS 123
25-7438-7
SSTD 11-93
11/02/95
528454-9-1
25-7492
SSTD 11-93
12/12/95
Miles Laboratories
NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92 ASTM E 108
04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108
11/16/94
01-6739-062b[l] ASTM E 84
01/16/95
Trinity Engineering 7050.02.96-1 TAS 114
03/14/96
P36700.04.12 ASTM D 1623
04/18/12
P39740.02.12 TAS 101
02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101
10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101
12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101
03/02/99
520109-2-1
sees..
s
sees..
LIMITATIONS:"�
'.
.""e
e:::ss sees
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asserably'ft fire rating.
.sees.
2. 3Mr 2 -Component Foam Roof Tile Adhesive AH -160 shall solelybe used with flat, ld e o e � tii tPlzoo*
e . effles.
t, �" gh ep1g
:*so*:
e
..ee.
e
3. Minimum underlayment shall be in compliance with the Roofing Application Standard nog:20.
;
s••••
sees
.. .. seessees..
4. Roof Tile manufactures acquiring acceptance for the use of 3NC 2 -Component Foam �tppfXile Adhesive AH-
•
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101: ' :
.
: .
sees..
. e::.:
5. All products listed herein shall have a quality assurance audit in accordance with the:'Florida Building Code aiddes.:
Rule 61 G20-3 of the Florida Administrative Code.
MIAMFDADE COUNTY
NOA No.: 140805.01
JAPPROVED1 Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
INSTALLATION:
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County
Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B).
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
MIAMFOWD@COUNTY
NOA No.: 14-0805.01
JAPPROVEDI Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of 11
0000..
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MIAMFOWD@COUNTY
NOA No.: 14-0805.01
JAPPROVEDI Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
42
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge) 20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -
Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installatipn o$this
system. :*0064
0.000• 0
0000
0000
0000••
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• •
MIAMFDADE COUNTf
NOA No.: 14-0805.01
IAPPROVEDI—Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
.090.0
High Profile / Single Pan Tile . •. 9 see*:*
99 9 9999 9
9 9 9
99999 0000 999999
1. Starting at the eave cour0 ' � y a mimmum 2"
(50.8 mm) x 10" (254 mrUj 4 j " (25.4" foam ; 0000 0
paddy onto the underlaybrilWositio4ie.4 as Showa,....
under the pan portion ofAksafile closest to the 00:000
overlock of the tile being -sett9 0 0.:..0 99.990
9
999999 9 •
2. Continue in same mann&. Ins&e ap j#pxAjtely 17 • • • •
(109.7 cm2) — 23 (148.4 Cm24 •square inch adhesivS ... 9:
contact with the underside of t ie tile. : * 0 0 0 0
0000
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 6 of 11
71%.
ADHESIVE PLACEMENT DETAIL # 2
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a. minimum 7 *(578mm� .....
x 7" (177.8 mm) x 1" (25.4r m) foam pa ddyeonto the •
underlayment positioned as•4hawa under tka pan 6600:9
portion of the tile closest to•IfL•dcterlock of the tile :Goes:
being set.
000* 0.0 0 0 •
0000 •980 0000.
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3. Continue in same manner. >�stjg approxi6n�t' 12........
(77.4 cm2) - 14 (90.3 cm2) jgVW.Inch adhesive 0 •
contact with the underside 0f Me Qle. . 0006:0
•8090•
•
(Instructions continued on next page) • • • •
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 7 of 11
ADHESIVE PLACEMENT DETAIL ## 2 (CONTINUED)
091 1 '.
Es"COW"
APPROVED
PW4.O1M1
High Profile I Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
•
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NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 8 of 11
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NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
dero�h�pt�ict��
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LAPPROVEO
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
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NOA No.: 14-0805.01
Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 9 of 11
ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED
@addyl6et�ntiMs)
Baum
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ow
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3. Also apply a 2" (50.8 mm) x 411(101.6 mm) x 3/a"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) -11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
•060.0
MwrtEaraoe caunrnr
NOA No.: 14-0805.01
JAPPROVEDI Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
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NOA No.: 14-0805.01
JAPPROVEDI Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 10 of 11
1) Place enough adhad otoaddeve65 to 701
In contact with thepantu
2) Tum covers updde dova.Ptace adhesive In
to 1 hairwn outride edge oicover tile.
Then m nthO toO.I asure20to
Wulerlayment
I (mot" shown)
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep Pitch appAcatlons
Lwhen reguireO
Remove top portion of the save course cam W&Abut tosecond course of
pantiles. Ensure save end of pan and cover tiles are flush at save tine.
Two Piece Barrel - High ProfileTile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as
shown under two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm) - 25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tilers "a%
considered optional.
:..so
. 00so: .sees
0.0.00 0000 Ooeoe.
5. When additional nafflugitWuired, 2" 50.8 � •
mm) x 4" (101.6 mm) mailers or the t"wire
system using galvanizedOMZ less stee4,air ...Oe
copper wire and compatilhe flails nay. be used. • • • • •
00 o• *so* .Osseo
END OF THIS ACCEPTANCE
sees.. •
.Osseo
.
. . Osseo.
00 a 0000 0 0
0000
NOA No.: 14-0805.01
M J APPD6�D 1. Expiration Date: 05/10/17
Approval Date: 09/04/14
Page 11 of 11
MIAMI-DADE COUNTY
M1AM, E PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
GAF
1361 Alps Road
Wayne, NJ 07470
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: UnderRoofrm 2
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. ;, •,;,
• • • 000.00
• • • ,
TERMINATION of this NOA will occur after the expiration date or if there has been . rgyicA
�slon or•�r�ge in g •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an erAwlement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tonply w�t4rasection • • •:
of this NOA shall be cause for termination and removal of NOA. 00000 00000 ••••.
00.06• . •• 00.08
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F%ricr4 and folIS ed by tPie • •: •
expiration date may be displayed in advertising literature. If any portion of the NOA is disljlayed�•then it shaljl be donj • •
in its entirety. 9 0 :9666V
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dikiibutors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 11-1027.06 consists of pages 1 through 4.
The submitted documentation was reviewed by Juan E. Collao, R.A.
v•R J
APPROVED
�02/27/1
y
NOA No.: 13-1104.05
Expiration Date: 09/21/16
Approval Date: 02/20/14
Page 1 of 4
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: Rubberized Asphalt
PRODUCT DESCRIPTION:
Manufactured by Test Product
Applicant Dimensions Specifications Description
UnderRoofrM 2 39 %" x 67.8' rolls TAS 103 Self -adhering reinforced membrane of rubberized
ASTM D 1970 asphalt with a polyester surfacing for use as an
underlayment in sloped tile and asphalt shingle roof
assemblies. Roof slopes of 2:12 —12:12 are
acceptable as indicated by local codes and
manufacturer's installation instructions.
MANUFACTURING LOCATION:
1. Fresno, CA
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Reyort Date
Intertek Testing Services NA Ltd. 3077464-01 ASTM D 1970 08/23/06
3077464-02 TAS 103 08/23/06
3090131 ASTM D 1970/TAS 103 08/23/06
PRI Construction Materials RGM-023-02-01 ASTM D 4798/TAS 103 05/16/07
Technologies
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 A44(:in coiupUgnce with •
applicable building code. UnderRoofrM 2 shall be installed in strict compliance with appl y Build4igaode. ....:.
3. UnderRoofrM 2 may be used in roof tile and asphalt shingle assemblies. • • • • • • 0 0 •
4. UnderRoofrM 2 shall be applied to a smooth, clean and dry surface with deck free of irrep )o 0i�ies. . * 0 '
00
5. UnderRoofrM 2 shall not be applied over an existing roof membrane as a recovers 4eu bvt ma be lied
Pp g Y X .app t0:..'
underlayment base sheets as listed in this approval. ' • ' •
.. .. .... ......
6. UnderRoofrM 2 shall not be left exposed as a temporary roof for longer than 180 days ai:ef4p2lication. •
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approvafof this pmd+uct wiM
specific prepared roofing products. ......
•• • ....
8. UnderRooffm 2 may be used with any approved roof covering Notice of Acceptance listing Underdiia®frM 2 as a
component part of an assembly in the Notice of Acceptance. If UnderRoofrM 2 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. 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.
ruariaa�e couivnr
NOA No.: 13-1104.05
APPROVEDAPPROVED1 Expiration Date: 09/21/16
Approval Date: 02/20/14
Page 2 of 4
46
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, membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 compliant underlayments with a
minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin
caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll.
Membrane:
• Begin at lowest point on roof deck. Peel back the release film and align the membrane on the lower edge of
roof; pull the release film to peel back and apply membrane.
• Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to help lay flat and
ensure full adhesion of UnderRoof m 2 to the anchor sheet.
• Where back nailing is required for steep slope applications, back nail and cover nails by overlapping with the
next sheet. Use acceptable fasteners such as approved nails and tin caps. Plastic caps are not acceptable.
Contact GAF technical services for other approved fasteners.
• Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release film, center the
sheet over the valley or ridge and press firmly into place.
• End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned with the
existing selvedge edge.
• Install when temperatures are 45° F and rising, over clean, dry and smooth substrate.
• Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current product control
Notice of Acceptance and applicable building code.
• Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention
to the lap areas.
• UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF reserves the right to
revise or alter the exposure time, not to exceed the preceding maximum exposure time.
• Wherever the adhesive back comes in contact with polyester surfacing such as end laps, penetrations and
flashing material must be set in a 1/8 inch toweling of LeakBusterTM Matrix® 201 Premium SBS Flashing
Cement made in accordance with ASTM D4586 - Type 1 or equal flashing cement.
• UnderRoofrM 2 is acceptable in foam applied and mechanically attached tile systems 0 ; • • • • •
• Consult manufacturer's installation instructions for complete installation requirements: • ....
Surfacing: Roof Tile and Asphalt Shingle Assemblies.
......
....
0000
0000
0000
0000
0000••
• ••
•• ♦•
0000
0000••
•
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• •
•
•• 8
0008
0000••
•
0000•
0000•
0000••
•
•
0000••
0000••
MIAMI•DAD6 C
NOA No.: 13-1104.05
Expiration Date: 09/21/16.
Approval Date: 02/20/14
Page 3 of 4
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and
state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown below.
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 Building Official or Applicable building code in order to properly evaluate the
installation of this material.
END OF THIS ACCEPTANCE
.000.0
. .
..
0000..
..
0000
000006
0000
0.0000
000000
0000..
0000
0006
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0000
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NOA No.: 13-1104.05
Expiration Date: 09/21/16
Approval Date: 02/20/14
Page 4 of 4
EWA
MIAMI 8 _
$
MtA1V[[ DADS COUNTY
PRODUCr COMROL SEC'IToN
OF REGULATC,RYAND EcbNOMC,RSo,(TRCESa=)
BOARD An CODE AiDAMU4T13ATIOND$V7(UON
NOTICE OF ACCEPTANCE(.®A)
OAF
11805 SW26 SE=4 Room 208
W=4 Florida33175 2474
T (786)315-2590 F (786) 315-2599
�Vt'Yw iitiaanidacde. goy/eeoaomv
1361 AIPa Road
WPYne, NJ 07470
SCOPE:
This NCA 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 b e
used in Miami Dade County and other areas where allowed by the Authority HavingJurisdic on (ART).
This NOA shall not be valid after the• expiration data stated below. The Nami Dade County Product Control Section
(In Miami Dade County) and/or the AIT (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 ART may immediately revoke, modify, or
suspend the use of suchproduct 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 ibis product or material fails to meet the
requirements ofthe 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.
D sCREMON.- GAP C®,uventional ]OuM-Up Roof Systaln for Wood Decks.
LA-DELING.' Each unit shall bear a permanent label with the manu_facturer's name or logo, city, state and following
"Mi
statement: ami Dade County Product Control Approved" , unless otherwise noted herein,
RANKWA1L ofthis N'OA. shall be considered after a renewal application has been filed and there $ss l no chane
in the applicable building code negatively affecting the performance of this product. • • • • •
.. . .0..
0 •
R1]ATI®l� of this NOA 4444•• 4444 4600••
will occur after the expiration date or if There has beea Ki1vision orechange in the.
materials, use, and/or manucactare of the product or process. Misuse of this NOA as aR endpameg* vfVy prcUuct'
for sales, advertising or any other purposes shall automatically terminate this NOA. Failmt'ta comply'Wr°M any setvW .
of this NOA shall be cause for termination and removal of NOA, 00:00: • • 00000
so
.. •.00 •000..
AD � ' �'1T�'I Q The NOA number preceded by the woxds Miami -Bade County Flerl�a, anc� followed b��:.
iI7. Its entirety. exit mir data maybe displayed in advertising literature. If any poxtion of the NOA is 4lsplof4 thea it Idl be lone .
et3 ; • • • • 0000 •
•• • 0000 • .
..i0
hOPECT.10N.' A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Of ciaL
This NOA revises and renews NDA No. 07-1219.09 consists ofpages 1 through 17.
The submitted documentation was reviewed by Juan E. Collao, R.A.
-� M/AMIDADBCOUIVTY'NOA No.:13-0424.09
Miplratiopa Date: 11/04/14
Approval Date: 10)31/13
Page 1 of 17
R®Cmm SYSTEM AP] PORAL
Cates
Rooftug
suh:-Ca$e�®x
BUR
Material:
Fiberglass
Deck e:
Wood
_Dfalimum Design ]Fxessuse:
-75 psf
TRADE NAYMS OF IPRGDUCTS Mai wAcTumD oR LABELED BY AXPLICANTo
39.37" (1 meter)
ASTMD 4897
TABLE 1
Eliminator"wPerforated
Wide
'Fest Product
PxoduC$
Dimensions
beCifncatn®Ift De3CPil�tg®rfl
GAFGLAS'#r75 Base
39.37" (1 meter)
ASTMD 4601 Type I( asphalt impregnated and coated glass mat
Sheet
Wide
base sheet.
GAFGLAS' #80 Ultima
39.37" (1 meter)
ASTM D 4601 Type II asphalt impregnated and coated, fiberglass
Base Sheet
Wide
base sheet.
G'rAFGLAS' FleaPly 6
39.3T'(1 meter)
ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt
Wide
coating.
GAFGLAS' Ply 439.37"
(1 meter)
ASTM D 2178 • Type IV asphalt impregnated glass felt with asphalt'
asphaltic coating. • • • • • • •
Wide
coating.
GAFGLA.S@h neral 39.37" (1 meter) ASTMD 3909 Asphalt coated, glass fiber mat cap sheet surfaced
Surfaced Cap Sheet Wide with mineral granules.
GAFGLAS' EnergyCap' 39.37" (1 meter) ASTMD3P09 Asphalt coated, glass fiber mat cap sheet surfaced
BUIL Mineral Surface wide with mineral granules with factory applied
Cap Sheet EnergyCote"d
GAFGLAS' Stratavent'
39.37" (1 meter)
ASTMD 4897
Fiberglass base sheet coated on�U Sides wjf •
Eliminator"wPerforated
Wide
asphalt surfaced or Ab, Bottom sada with miner4r
Venting Base Sheet
granules embeddedir Tfialtic teakaj Vidth4fasi&V
perforations. """ •
GAFGLAS' Stratavent'
39.37" (1 meter)
ASTMD 4897
A nailable, fiberglass hese sheei mpregnateLRO-
Eliminator Nailable
Wide
coated on both gsphalt, Wgced orrA�- •
t1i
Venting Base Sheet
bottom side with mNer"granules'M.beddedft• •;'
asphaltic coating. • • • • • • •
Ruberoid' SBS Heat
39.37"(1 meter)
ASTMD•6164
Non -Woven Polyes:br raffcoated with polynr;
Weld Smooth
Wide
modified asphalt and'sfnooih surfactI" '
Ruberoid' SBS Heats
39.37" (1 meter)
ASTMD 6164
••••
Non -Woven Polyester mat coated with polym.ex-
Weld7 25
Wide
modified asphalt and smooth surfaced.
.Ruberoid'20
39.37" (1 meter)
ASTMD.6163
SBS modified asphalt base sheet reinforce with a
Wide
glass (ibex mat.
,.^� ��-® "�." � 1�IGA No.: 13-0424-09
r�ranat Dir: couMnr 4
Expiration Da$e:11/04/14
r t .�, . :1
.Approval ]Date: 10131/13
Page 2 of 17
TRADE NAYaS ®F FR®Tl ucTS Mww4AC'Y RED ®R LAB=D IBY APPLwAnT:
TABLE I
Tot Product
Prod�net Diraaemsi®m� Sreecatri®u ItDescmitotnomt
Ruberofflo Mop Smooth 39.37" (1 meter) ASTM D 6164 Non woven polyester mai coaled with polymer -
APPRoYE D M11EA.TI Ns:
TABLE 2
Product Name Product 7Desepitaon
EnergyGuarePolylso Insulation Polyisocyanurate foam insulation
EnergyGuarcff RA Polyiso Insulation Polyisocyanurate foam insulation
EnergyGuard7RNPolyiso Insulation Polyisocyanurate foam insulation
EnergyGuarePerlite Roof Insulation Perlite insulation board.
EnergyGuardTM Perlite Recover Board Perlite xecover board
.EnergyCruardffRA Composite Polyiso Polyisocyamrate foam insulation with high
Insulation density fiberboard or Pen aliteperlite
insulation
Securocko Gypsum -Fiber Roof Board Gypsumroofboard
Structodele High Density Fiber Board High density fiberboard
6 MIAM-11
lDADECOUMY'�
. Manufacturer
(moi iii. Current PdOA
GAF
GAF
GAF
GAF
. OAF
000006
0 GAN 0000V
.. . 0000 0
0
0000.. 0000 0000..
000000
0.0000
0000 y T(, . .
0000015 iiif0 or�0000
• •V-djRidgj Fjbarpoar(t4tP •
00 00 0000 000000
0000.. 0
as
0 . 0000..
000000
. . 00000.
0 0
0*00
NOA. No.: 13-0424.09
)Expiration Date. IV04114
Approval Bate: 10/31/13
Page 3 of 17
wide
modified asphalt and smooth surfaced.
Fireodm Fire Barrier
5, 55 gallons
Pxoprietary Low VOC, water based fire barrier coating.
Coating
YV'ersaShieleFire
350 sq fi. roll
ASTM D 226 Non Asphaltic Fiberglass -Based U•nderlayment.
Resistant Roof Deck
Pxotection
Topcoat® Surface Seal
5 gallons
ASTM D 6083 Solvent based sprayable thermoplastic rubber
SB
sealant designed to protect and restore aged roof
surfaces and to increase a roofs reflectivity.
APPRoYE D M11EA.TI Ns:
TABLE 2
Product Name Product 7Desepitaon
EnergyGuarePolylso Insulation Polyisocyanurate foam insulation
EnergyGuarcff RA Polyiso Insulation Polyisocyanurate foam insulation
EnergyGuard7RNPolyiso Insulation Polyisocyanurate foam insulation
EnergyGuarePerlite Roof Insulation Perlite insulation board.
EnergyGuardTM Perlite Recover Board Perlite xecover board
.EnergyCruardffRA Composite Polyiso Polyisocyamrate foam insulation with high
Insulation density fiberboard or Pen aliteperlite
insulation
Securocko Gypsum -Fiber Roof Board Gypsumroofboard
Structodele High Density Fiber Board High density fiberboard
6 MIAM-11
lDADECOUMY'�
. Manufacturer
(moi iii. Current PdOA
GAF
GAF
GAF
GAF
. OAF
000006
0 GAN 0000V
.. . 0000 0
0
0000.. 0000 0000..
000000
0.0000
0000 y T(, . .
0000015 iiif0 or�0000
• •V-djRidgj Fjbarpoar(t4tP •
00 00 0000 000000
0000.. 0
as
0 . 0000..
000000
. . 00000.
0 0
0*00
NOA. No.: 13-0424.09
)Expiration Date. IV04114
Approval Bate: 10/31/13
Page 3 of 17
' AJC JC o Wm FASJLJl11V.1M:
p 7piy �
TABUN 3
Fastener Product
]fir®�anet
PV�lananfaetrnnue�'
Number Nasse
Descxa�taman
Dana
(tenth Ca rrremt N-0-A.)
1. Drill-Tec"" 412 Fastener
hsulation fastener for steel,
various
OAF
wood & concrete decks.
2. Drill Teo'' #14 Fastener
lnsulaflon fastener for steel,
various
GAF
wood & concrete decks.
3. Drill-Te c'MID Fastener
Carbon steel extra heavy duty
Various
Gam`
fastener used in steel decks.
4. Drill-Tec' ASAP 3 S
Dr.-ill-TeGW #12 Fastener
Various
GAF
wish Drlli-TecTM 3" Standard
Steel Plate
5. Drill Tec 3" Steel Plate
Round galvaluma stress plate
3" round
GAF
used with. DrillTec
fasteners.
6. Drill-Tec 3" Standard Steel
Round galvalume plated steel
3" round
GAF
Plate
stress plate with reinforced
ribs for use with Drill Tee
fasteners.
7. Drill--Tee'mAccuTrao®Flat
AZ-88 aluminized steel plate
3" square
OAF
Plate
for use withDrillTec"m #12
Fastener, Drill Tec #14
Fastener and Drill-Tec'g #15
Fastener.
8. Drill-Tec'" AccuTrae
Galvalume Steel plate for use
3" square
GAF
Recessed Plate
with Drill-'Tec fasteners.
.000.0
00.0.0
..
0000
0000..
0000 0000..
0000..
0000..
0000
0000
0000
0000 00009
00 00000
.. ..
0000 000000
0000..
. .
. . 000000
0000..
..
00 0
:000*:
.000 0 0
'_ MIAMI•DADE COi7NiYYiaflOFl
NOA No.: 13-0424.09
Date: 1N04/14
Approval Date: 0131113
]Page 4 of 17
DY FENCE SU1BIM-1T4,D.*
k en e -
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
IRT of S. Fl.
THU471 ERD
Test I dentaafnex
J.I.2B8A4.AM
J.I.3B9Ql.AM
J.I.ODOA8.AM
J.I.ODIA8.AM
J.I.OX9Q5.AM
3029832
GAF -084-02-01
GAF 314-02-01
GAF -315-02-01
GAF 276-02-OIRev
GAF -276-02-02
GAF -270 -OM2
02-005
02-014
06850.08.07-1
634140.04.11-4
030250.02.10 -3 -RI
G34140.04.11-5
034140.04.11 -5 -RI
G34140.04.112
Desi
4470
4470
4470
4470 - TAS 114
4470 - TAS 114
4470 - TAS 114
ASTMD 6083
ASTM D 2178
ASTM D 2178
ASTM D 6083
ASTM D 226
ASTM D 226
TAS 114
TAS 114
ASTM D 3909
ASTM D 6401
ASTM D 3909
ASTM D 4897
ASTM D 4897
ASTM D 6163
0000..
0000..
0000
0000
0000..
.. 0.
......
0 .
00..00
.
0000
. 0
0000
..0.
0
0000
.. .
0000
.
.0000.
0
0000
0000
Dgtfe
07/02/97
01/08/98
07/09/99
07/29/94
04/01/98
05/11/07
05(09106
08/23/11
08/23/11
12/16/10
11115110
11/15/10
01118109-
03/22/02
1/18/0203/22/02
08/13/07
04125/11
11/26/12
04/25/11
1OJ18/13
04)25/11
0000...
0000..
0000..
0000.
0000.
0000..
0000..
0000..
� NOA No.: 13-0424.09
I dints'titi?.�sE zI
h3►AMrDA[)E coUNTY , ^ ]�xplratjou Date. IV04/1
; ' Approval Date: 1.0/31/13
(Page 5 of 17
Deck Type 1: Wood, Norrinsulated
Deck Description. 79/,Z" or greater plywood or wood plank decks
Mrltm Typo li e Base sheeimoohanloallyfagonod.
All General and System Limitations shall apply.
Fire BarrAer: FireOutm Fire Barrier Coating, VersaShieleFire Resistant Roof Deck Protection or
(optional) SecurockTM Gypsum Fiber RoofBoard.
Base sheet:: GAFGLAS" #80 UItinlaTMBase Sheet; Stratavene Eliminator= Nailable VentingBase
Sheet, Rubaroid® 20, Ruberoid® SBS Pleat-WeldTm Smooth or Ruberoid® SBS Heat-
WeidTM 25 base sheet mechanically fastened to deck as described below,
Fastening options: GAFGLAS" Ply 4, GAFGLASO FlexPlyTM 6, GAFGLAS® #75 Base Sheet or. any of above
base sheets attached to. deckwtth•approved annular ring shank -nails and tin caps at a
fastener spacing of 9" o. e. at the lap staggered and in two rows 12" o.c. in the field.
(Maximum -Design .pressure - 5,vs, , See G'eneral..l mila ion #7)
GAFGLAS®Ply 4, GAFGLAS® FlexP1yT°x 6, GAFGLA,94 #75 Base Sheet or any of above
base sheets attached -to deck with Drill-TecTM 4,12 Fastener or Drill TeoTM #14 and Drill
TeoTM 3" Steel Plate, Drill-TecTM AccuTraco Flat Plate or Drill TeeTM Accu l races
Recessed Plato 12" O.C. in 3 rows. One row is in. tho 2" side Rap, Tito other rows are
equally 5pacecl approximately 12" o.o. !a the field oPfh- sheaf.
(1d2xdmum De n -Pressure- 45psf, See General.-; mItation #l7)
GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener spacing
of 9" o.c. at the 4" lap staggered and in two rows 9" o.c, in the field.
(Haxinaurn Desa'gn.Pressure 52 5psf, See Ge2erWILImMoMon ##7) :...:.
GAFGLAS®3'#80 UltimaTMBase Sheet; Ruberoie20, Rujowtd:Mop S�grth, bas sst.;st
attached to deck with approved 1%" annular ring shank nai6an&-haverlb"o' Steel p4tJa
fastener spacing of 9" o.c. at the 4" lap and in two rows stagged with a fastener sp. i•.n•.4 of
069*
9" O.C. in the center ofthe membrane. • • • •
(Ma=m- mDes�Pressure-60psf, Nee GeneralL i` n;7�
..... . .. .....
GAFGLAS® #75Base Sheet or any of above base sheets attach.1d to decl� ttitl�'Drill•£�o
#12 Fastener or Dri11-TecTM #14 Fastener and Drill-TeonCtO S` &l Plate, MM-TeoTM • •
AccuRac® Flat Plate or Drill -Teen" AccuTrac' Recessed thio fr o.cr164 tows. Q' Y O
row is in the 2" side lap. The other rows are equally spaced4 rQximatelY.2', o.c• ir��he• •
field of the sheet. .. ; .
(Hzdmum DesJgn Pressure—60psf, See General Zhva Wdn #7)
Any of above Base sheets attached to deck approved annular ring shank nails and 3"
inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered
in two rows 9" in the field.
( xd Guru Design Pressure —60 psf, See GenerasZLamUalion #7)
NOA No.: 13-0424.09
m►aMt �aEeoa COMP 'g lxpiration Hate: 11104114
.. •` p, Approval Date: 710/31/13
Page 1s of 17
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill TecT"f
#12 Fastener or Drill-TecTm #14 Fastener and Drell-•TecTm 3" Steel Plate, Drill -Ted'
.AccuTraco Flat Plate or Drill-TaoTx A.ccuTraco Recessed Plate S" o.o. in 4 rows. One row
is in the 2" side lap. The other rows ate equally spaced approximately 9" o.c. in the field of
the sheet.
(Hadxi am Deslgiz.1resffure--75psf; See Ge ercaL tr aitai oar #7)
Ply Sheet: Cue or more plies of GAFGLAS" Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs.Isq.
Cap Sheet: (Optional) One ply of GMGLAS® Mineral Surfaced Cap Sheet or GAFGLAS"'
EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of
approved asplialt applied within. the EVT range and at a rate of 20-40 lbs./sq.
Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen
components must applied according to manulhctuarer's'application instructions
1. Gravel or slag applied at 400 lbsJsq. and 300 lbs./sq. respectively in a flood
coat of approved asphalt at bo lbs•/sq.
2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq.
maximum Designs
Pressure: See Fastening Above
.0.0.0
NoA- a.:13-0424.09
t MrAMtt3ADEcovrtrr i Expiration Date: 11104/14
Approval Dale: 10131/13
]Page 16 of 17
•+••6•
......
....
......
••••
••66
•
....
6609
0.000
••99••
• ••
96660
•• ••
9600
00.0.0
•
• •
• •
•0••09
••666•
• •
•
+
• • •
••6.96
*Soo•
•
,*6••
NoA- a.:13-0424.09
t MrAMtt3ADEcovrtrr i Expiration Date: 11104/14
Approval Dale: 10131/13
]Page 16 of 17
W®®D DzciK S YsTY,1Yf LiwTA.TxoN8:
I A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS".Flex P1yTM 6 when used as a mechanically fastened
base or anchor sheet.
2. Minimum %" Dens Decklm Roof Board or A" 'Type X gypsum board is acceptable to be installed directly over the
wood deck.
GME AL Liyi .T om:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fixe
ratings of this product
2. Insulation, maybe installed in multiple layers. The first layer shall be attached in compliance with Product COni�Ol
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within. the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattem of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt panel site
shall be 4' x4' maximum.
4. An overlay andlor 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the
strips isnot acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt
application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be
limited to a warimum design pressure of-45psf
5. Fastener spacing for insulation attaahment is based on a Minimum Characteristic Force (F) value of 2,75 lbf., as
tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below
2751bf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum
fastener resistance value in conjunction with the maximum design value listed within a specific system.. Should the
fastener resistance be less than. that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Archite4W.J; pgistered
Roof Consultant may be submitted. Said revised fastener spacing shall utilize the v dAwal idstance valu6 • •
taken from. Testing Application Standards TAS 105 and calculations is compliance*oofmg-4FI) jkation• • • •; •
Standard RAS 117. 90.069 6 •
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirettaide of these areas. FVW4
densities shall be increased for both insulation and base sheet as calculated in compAai ";dth Ro®Kn+g•Applie
Standard RAS 117. Calculations prepared, signed and sealed by a Florida re lid ProfCssioNl j n4* 6Y,
Registered Architect, or Registered Roof Consultant (When tis Ilimitation its 0*;;fficauy ?e%e'.ra ,�V
this NO -A, General Llnii<tatzon OwI ll not be applicable,) i • i • • • . • • i •
S. All attachment and sizing ofperimeter naff ", metal profile, and/or flashing termination designs s 72 Wforr4 to •
RoofingApplication Standard RAS I I I and applicable wind load requirements. . • •. • .
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.a.491d,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at
enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specWcally
referred within this NSA, General Limitatiom #7 will not be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
. -
NOA No.: 13-0424.09
M►AMI DAns COUNTY Rpiration Date: 11/04/14
Approval Fate: 10131/13
Page 17 of 17
•dto 6u oo se due.to q nb41 sglsodwo 'suoneoIJIMID BulMollog ovio due ul uolgelnsul egeJnuedaosldtod
y a 17d j Pa]Wgns ® hew o wsPJenSABJau3, Jo .VH mpJengMaug paJadel, Jo n1/H w,p j2rOAB.Q38
•swalsAs o Jo g'y ssel:) BulMollo; ayg ul paeoq agelnuedaosidlad too agewagle ei9alins a s! (24gJad/au9Jd49dlod/Jaded
ulsol/a4lljad) aaded ulsw gglnn 439p pue paeoq egpJad VILN'UMA wnwlulw uaat4aq paeoq uo)}elnsul aua.d4sdlodlo asn eq_L
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wnw u to •u g1 n gg 411449 dlasJanpe you scop swagsds D Jo g y ssep BulMollod ay} 4o 4ue Japun paeoq wnsd tB jo esn eq1
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•Molaq pagsli swag --ds:) Jo 9'11 sselo ay44o due ul BulyseyJc9 pasn aq dew A@pjojagnd„ Jo aBulgseW ®Sy7J_4VSu
• • + • •pauagsa} dlleJlumpaw ao paddow goy aq dew suonelasul Ile `pa4mlpul aslMJaGoo 00ygo ssalun
•
• • • • + : + • 'pauaM Alleolumpaw ro paddow gods'peddow phos eq dew gaays eseq Jo did wopag
• • • • + • :swags isi BulMol lo3 etn ul did eseq palleu alp so (,9 did O)SV7J3VJn Jo mp did ®d
• • • Id,{, did Q§V-7FJ�'J„) 4a:gs�ld J:411 sse1B gleydse TO 9dd1Ja4 Pagnlssgns a Aew a e e Id-IJL„
+ Jo „HWLLin ®80 ®snq-4” a„;ea s ese 9 a( 14 D N) gaays eseq Bu 5921 412q se ZE) vdAL Liogdo g„
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• • • • • •uMop epis alnupo patpeT}e dlleoluetloaw aq og Sae sgaays aseq sigelleu pue gleydse Bugooa;oy ygpM
000:0e pajaqpEP AlInj fro •. e * e aseS BUMIA ,�Jo4eultu�VIMg®4ylang04 e•4S 4VE)A gaays eseq 4ew sse B aae1S aseg es eBdse ZE casdU Ai ligau tnim ajaA qq W AeLu Joap jo gaays
• • + 000*
• • • + 0 else**
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i CT U.R1306 - Roofing systems gage 2 of.48
Trumbull "Parma Mop° may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt°.
"GAFGLAS@ #80 Premium Base Sheet° may be used in any of the following systems.
"GAFGLAS@ Flex Ply 6" and °Ti i -Ply@ Ultra -Flexible Ply 611 are sultable alternates to "GAFGLAS@ Ply 60.
"GAFTEMP Permalite Recover Board" maybe used in lieu of any perlite Insulation in any of the following NC Classifications.
Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" maybe surfaced with °Flreshfeld MB" at 21/z to 3-gal/100
fl?.
"Ruberold@ Dual Smooth" maybe used as an alternate to "Ruberold@ Mop Smooth" or"Ruberold@ 20" or "Ruberord@ 20 HT°`
"Ruberold@ Mop Smooth 1.5" may be used as an alternate to "Ruberold@ Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberold@ Heat Weld" SBS roofing membrane may be used In lieu of "Ruberold@ Mop" SBS products in any applicable Classification.
Class A
I- Deck: C-15/32
Incline: 3
Insulation (Optional): — One or more layers periite or wood fiber or glass fiber or polyfsocyanurate or urethane or
Plyperifie olylso yanee ormoar composite
or periite/u"rethane composite or wood fiber/polytsocyanurate composite or phenolfc, any thickness.
surfacing: — Gravel. P Type G1 or GAFGIAS® Ply An or Tri-PIy@ Ply 4 or GAFGL45@ Ply 6" hot mopped.
2. Declu C--15/32
Fncllnes 2
insufatlon (optional); —One or more layers perllte or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polylsocyanurate composite or perlfte/urethane composite or wood fiber/polyisocyanutate composite or phenolic, any thickness.
Ply Sheets — Three or more plies Type Gi or "GAFGLAS@ Ply 4" or 'Ttj_pty@ Ply 4" or "GAFGLAS® Ply 64.
Cap Sheet; — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet/ or "Fri -Ply@ Mineral Surfaced Cap Sheet " or "GAFGLAS®
EnergyCapn°, BUR Mineral Surfaced Cap Sheet"
3. Heck: NC
Incline: 2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polylsocyanurate, urethane, perltte/polylsocyanurate
composite, perlfte/urethane composite, wood fiber/polylsocyanurate composite, phenolic, 2 -in. maximum,
PIy Sheets — Two or more piles Type Gi "GAFGLAS@ Ply 40, 4T1ply® ply 4" or. "GAFGLAS® Ply 6".
CMIP Sheep= One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS@
neral Surfaced Cap Sheet"
4. ®eck: C-15%32 Incline: 1
S11p,Sheet (Optional), — Red rosln paper, nailed to deck.
-Insulation (Optional), — Any thickness periite or wood fiber or glass fiber or polylsocyanurate mechanically fastened or adhered with
OMG Inc. °OlyBond Fastening System" or any UL Classified Insulation adhesive.
Base Sheets — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ 475 Base Sheet" (may be nailed).* • • •:.
Ply Sheets — One or more piles Type G1 "GAFGLAS@ Ply 4" or "171 -Ply@ Ply 4" or GAFGLAS@ Ply 611.9 • • • • • • •
Cap Sheet; — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 17 H-Piy@ Mfneral SurMcLrl f?p Street" ore
IWELAS@ • •
EnergyCap"" BUR Mineral Surfaced Cap Sheet" • • •
Surfacing (Optional): — "TOPCOAT@ EnergyCotalm" applied at a rate of 2-gal/100-f e. so*:** •••• see***
5. Heck: NC •0•••• • • •
Incline, 3 0000••
0000 0000 • •
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "T rFP1y@ #75 Base Sheet". Soso • • • •
PIy Sheets — One or more piles Type G1 "GAFGLAS@ Ply 4" or "-Ply(N) Ply 4" or "GAFGLAS@ Ply 6". • • : 0 0 i i 0 • • •
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Trl-Ply@ Mineral Surface4 Cal}"Jheet" or "('IVUTAS@
EnergyCePTf° BUR Mineral Surfaced Cap $beet°
6. Deck, G--15/32
Incline: 2
•0•••• •
• • • •
•0.000•
0000•
•
000• 0•
0000••
•
•
•
0000••
Insulations — One or more layers perilte, glass fiberr, Pof lsoc'anurater urethane, Periite/ofYisocyanura•W'm•postte, p•errte%AetJane • •
V••• i
composite, phenolfc,l in. minimum {offset a minimum of 6 -in. from plywood deck,)olnis).
Base Sheet,— One or more piles Type Gi or Type G2 or Type G3. 06:0
Membranes — One or more piles "Ruberold@ Torch smooth" or "Ruberold@ Torch Granule" or "Ruberold@ Torch Granule Plus" or
"Ruberold@ Mop Smooth" or "Ruberoldo Mop Smooth 1.5" or"Ruberold@ Mop Smooth Plus" or °Ruberoid@ Mop Granule" or "Ruberoid®
Mop Plus Granule" or "ROOFMatchim SBS Modified Granular" or "Til-PIy® SBS Modified Bitumen Membrane" or "ROOFMatchl APP
Modified Granular" or "Tri -Ply@ 7P -4G" or "7'd -Ply@ TP -4" or "Ruberold@ Dual Smooth".
C2P She2U —Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or °Tri-PIyG Mineral Surfaced Cap Sheet"or "GAFGLAs® Energycap*
BUR Mineral Surfaced Cap Sheet fully adhered with hot: roofing asphalt.
Deck, C-1!;/32
Incline: 2
Insulation (Optional), 4 One or more layers perllte or wood fiber or glass fiber or polylsocyanurate or urethane or
perilte/poiylsocyanurate composite or perlite/urethene composite or wood fiber/polyisocyanurate composite or phenolic, any thickness,
Base Sheet; — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): -- One or more plies Type G1.
Mernbrane: — One or more plies "Ruberold@ Torch Smooth" or "Ruberoid@.Torch Granule" or "Ruberold® Torch Granule Plus" or
"Ruberold@ Mop Smooth" or "Ruberold@ Mop Smooth i.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberold@ Mop Granule" or "Ruberold®