RF-13-796•
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 189536 Permit Number: RF -4 -13 -796
Scheduled Inspection Date: June 24, 2013
Inspector: Bruhn, Norman
Owner: DE LUCA, MOIRA
Job Address: 166 NW 96 Street
Miami Shores, FL
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number
Parcel Number 1131010240190
Phone: 305 - 757 -2612
Building Department Comments
RE -ROOF ENTIRE RESIDENCE WITH NEW BORAL
SARONY BLAT COLOR THRU AND BUILT UP CAP SHEET
ON FLAT
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Urv�✓ �' eve)g /v
June 21, 2013
For Inspections please call: (305)762 -4949
Page 11 of 37
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit # �� `3' DATE: C
INSPECTION AFFIDAVIT
.J rns D.Oixnati licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type)
License #:
CeC clu3o�
FS 468 Buliding Inspector
On- or about -/J I fivt_ ,_. , IAid - :personallyanspectthe too
(Date & time)
Secondary water barrier work at
Ui LIwqc4fm
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
day of
Notary Public State of Florida
. Sandra Dee Hart
My Commission FF 010844
opw Expires 04/21/2017
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # dearly shown marked on the deck for each inspection
Revised on 5/21/2009
F•I•E•
FLORIDA INTERNATIONAL ENGINEERING
&TESTING LAB
INSIGHT•INNOVATION •INTEGRATION
•
Florida International Engineering and Testing Lab LLC
16701 SW 117 Avenue, Miami, FL 33177
Telephone: (305) 378- 1991 -Fax: (305) 378 -1997
Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273
Owner's Name:
Job Address:
Roofing Contractor:
Permit Number:
Approximate Roof Height: (
Type of Access to Roof: ,-.Ladder
OtherRequired Testing orce: 35 lbs.
Date Installed: 6 /-71,. 1 . ,
,,tot
�
■
SITE SPECIFIC INFORMATION
Type of Tile:
"2— feet Slope: N ®1 1-
3
a /:
4
Aeon
Approximate Square Footage:
et
1 �® ftZ
Testing Equipment: .G. 100x Shimpo Instrument
Date of Inspection: 11
,1
TEST RESULTS;
P= PASS, F= FAIL
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
1
pia 44
21
Hips & Ridges
r,
41
'-'0
61
81
2
I. t
22
42
62
82
3
23
43
63
83
4
24
44
64
84
5
25
45
65
85
6
26
.
46
66
86
7
27
47
67
87
8
28
48
68
88
9
4
29
49
69
89
10
30
50
70
90
11
.31
51
71
91
12
32
52
72
92
13
33
53
73
93
14
34
.6
54
74
94
15
` 35
°
55
75
95
16
36
56
76
96
17
37
. 57
-11n
77
97
18
38
58
78
98
19
39
59
79
99
20
,,
40
60
80
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width: A, ft
Area
Units or ftZ
No. of Tests
Perimeter
•
t
Field
®
1.
Corners
1 p
Hips & Ridges
14 940j
RESPECTFULLY SUBMITTED BY:
\
Vinayagar M. Balakrishnan V 6/20A j
State of Florida Lic # 63107
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NOTICE OF COMMENCEMENT C FN 203-;. 3.3R.033004
4
Cl�. eI; �'�Sx.S:3j, t`9 4173 t (iPl
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION R:E COR'D,ED X04 ; 26. •2013 1111445
HARVEY
RUVI t r CLERK OF COURT
PERMIT NO. TAX FOLIO NO. / b% 46 LMAT `I - •A DAaE DS COMITY FLORIDA
STATE OF FLORIDA.
COUNTY OF MIAMI -DADE:
STATE OF F.OR„A, COUNTY OF LADE
HEREBY CERTIFY kthe �rais oopy Ma
- cr.11 s
tom,` in this
THE UNDERSIGNED hereby gives notice that improvements will be made to
property, and in accordance with Chapter 713, Florida Statutes, the fcoi
is provided in this Notice of Commencement. HARVEY-
iv. -- -
1. Legal description of property and street / address: l , p
2. Description of im
Li(4siwtt g/ re
ement: 1{ `�
e4.-6( 5 r 4-r ,'Le t /Ott. J 4Lc L cr
3. Owner(s) name andaddress: i . �,
'4.aI Lac 741.E —V SI1b1^G, r 31.3
Interest in property:
Name and address of fee simple titleholder:
4. Contract 6s name and address.
f. 5" 1J �a -5°C —t c.\
5. Surety: (Payment bond required by owner from contractor, if any)
Name and Address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes.
Name and Address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and Address:
9. Expiration da
this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different dais sspecifie • )
/ /
pyfit Owne Name_
g attar of OwrerE
Prepared by
201))
Sworn to and subsaribed before me this
1
Notary Public. t j
Print Notary's ame:
My commission expires:
Address:
1-144A-1) c5-- 71 tK - "-)
Miani Shores Village
Building Department
/0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type:
JOB ADDRESS:
Permit No.
APR 17 2011
FBC 20
Master Permit No.
BUILDING OOFING
City: Miami Shores / Coouity: Miami Dade
Folio/Parcel #: // 3 ` ) ! 0°Z V 6 l `
Is the Building Historically Designated: Yes NO 1/
Zip: 33 l
Flood Zone:
OWNER: Name (Fep Simple Titleholder): 11-10( ft �- U� Phone #:
Address: /61 Li L r `I 6 5
City: Lf /AI.tl Shbre
State: Zip: 3 31 3b'
Tenant/Lessee Name: Phone #:
Email:
e t Roo-r er
CONTRACTOR: Company Name:
Address:
Phone#: 3 °3— 26-17°-
Zip: 33' 3d'
City: Ali "9/t-e) Eh 9 State:
Qualifier Name: "-C e.)
State Certification Registration
tact 6 b %2 -Email Address:
DESIGNER: Architect/Engineer:
Phone #: p
n or Re 'stration ! T' Certificate of Competency #• 19 »1 /) ,h6 `'(rcf
cab r� 0,.,-
Contact Phone #:
Value of Work for this Permit: $ LLr `� 2 7
dAltera n
p G r D Q'4- e-p - r r 1� 4 e.
Type of Work: ❑Addi
Description of Work:
Phone#:
/902
Square/Linear Footage of Work:
❑New 'Repair/Replace
UDemolition
&) 1 # p1 CtAi —be) r (Ca oh ti 4 Cam- e--e/ 6/t_ 4u
d 'h i r, iPt
Color thru tile: 74c R� Sato r1.1 .e, t � � d
x"
********* * * * * * *** * *x** ** *xxx**** * *** * *Feesx** *** sx * *xx**** * ** * * *** * *******4 -Kk O f /
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
$ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ 2(.o1
?='
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State, Zip
Application is hereby made to obtain a pe "t to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a • - rmit 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 t e absence of such posted notice, the
inspection will not be rove'' and a r' ' spection fee will be charged.
Signature
,. . r or Agent Contractor
The forelgaling ins nt was acknowledged before me this 1 The for /, ang instrument was acknowledged before me this if‘' o ; �� , , 2011 , by , day of ifteai , 20 / 3 , bytes "��5 27 ® /e�40,1--
wl.,..p..i.s.person111Ffi.Own to me or who has produced who i = rsonally kno .�' o me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires
N >q a:4fl
5IIn1m.ica
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Sign:
Print:
My Commission Expir
JOHN M MACO
otary Public - Stale of Florida
10, 2016
Commission # EE 833887
" os F� Bonded through Fiona
•,,,�� ». Notary Ain
APPROVED BY
Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: 'LC,/
6 f (2-6_ 1 s E i, 1.'C -
Property Address: /(.0 4 A) 1 t St kt t i4 �/ O AO tt)
Roofing Permit Number: 3 1 3
Dear Building Official:
I b r (Let certify that I am not required to retrofit the roof to wall connections of my
building because:
1 aThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
lorem taxation.
❑ The building was c• tructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
Dater f f f'
of 1994 edition% e.South Florida Building Code (1994 SFBC)
)4-10 IP A- Z., cif.,
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, depos s and says that he/she is the owner for the above property mentioned.
1
Sworn to and subscribed before me this day of
Notary Public, Sate of Florida at Larg
When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Page 2 of 2
earah
Enter either folio, owner name, or address.
Selected Property Information
Property Information
Full Legal Description
Assessment Information
Exemption Information
Sales Infomlation
Ad dltlo n al Information
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Assessment Information
Year:
Land Value:
Building Value:
Market Value:
Assessed Value:
2012
5:56,744
577.788
5144.532
5144.532
2011
574,1510
577.788
5151.948
5151.948
Taxable Value Information
Exerip:iotl ;Taxab:e Exemption !Taxable
Value Value
County: 55:;.0.!) 594.532 $50,000 /5101,948
School Board: $25,` 00,5119,582 $25,0004126,948
City: $5r t :ln '594.532 550.000;$101,948
Regional: $5',) 000 ;554.532 550.000 13101.948
Street Map I . ,eriol Map
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n10ac Ie CKP.r?1 ',r. dat, ;:nd
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SWit, :fry
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7'.'0 33
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lido:Ai- 30,
http://gisweb.miamidade.gov/PropertySearch/
^c'* 't!3n3 .:.1. :!'5 wmta:'[if.3,
i t3 t∎ruro ,G- 1f.Ryt 1r !alt yr ❑^I, Ctrf2
t.rint•O .,, ir:videt .g.a 1..,
10/4/2012
Owner's Notification Form HVHZ 2010
L
"Delivering Excellence Every Day" 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 roofmg permit, and to explain to the owner the content of this section. The provisions of
Chapter 15 of the Florida Building Code, Building govern 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.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions.
Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed
as part of the agreement between the owner and the contractor.
>2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (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
um "s (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/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
viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roe fmg system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
inter or of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. Exception: Attic spaces, desi ed by a Florida- licensed engineer or registered architect to eliminate
the attic venting, venting shall not b j e _ed.
Owner's /Agent's Signature:
Contractor's Signature:
Property Address: /4 G &.J ' ..5,r
Date: / / L21
Permit Number:
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1525
HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C •
1,2,3,4,5,6,7
Prescriptive BUR -RAS 150
A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,6,7
Metal Roofs
A,B,D
1,2,3,4,5,6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable. Detail Drawings
3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
2010 FLORIDA BUILDING CODE — BUILDING
15.33
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Master Permit No.
Contractor's Nam
Job Address
NIX Low Sio
❑ Asphaltic
❑ New Roof
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
13- -`aka,
Low Slope Roof Area (SF)
Xeoq
INFORMATION
Steep Slo ed Roof Area (SF)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
Total (SF)
/ -
15.34
2010 FLORIDA BUILDING CODE — BUILDING
Process No.
k.)
166 A-16-4-) q'IL_ r
Shingles
= Reroofing
ROOF CATEGORY
❑ Mechanically Fastened Tile ❑
❑ Metal Panel/Shingles ❑
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering ❑ Repair
ROOF SYSTEM
Mortar
Wood
/Adlisivg.Set
Shiti
r
nom
Ir
,,j®
0
ci
o
•
SUBJECT (0 CCMPUUMCE WITH ALL F
STATE AN CCUtst f AUL S AND REG(
ho
esiSlake
T
0
®
Mai
<
ZANG DEPT
BLDG DEPT
Low Slope Roof Area (SF)
Xeoq
INFORMATION
Steep Slo ed Roof Area (SF)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
Total (SF)
/ -
15.34
2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Unfform Permit Application Form.
Section C (Low Slope Application)
FIII in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer: 01-F
Product Approval No.: 6 9 ----/01 i 4 • to
Design Wind Pressures, From RAS 128 or Calculations:
P1: - C' P2: -%1. 7 P3: /0 /•ci
Max. Design Pressure, from the specific Product
Approval system:
Deck:
Type:
52
Gauge/Thickness:
Slope:
l fa t St.
Anchor /Base Sheet & No. of PIy(s): A/ et
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: AJ,/J
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s): &Weds ' 2(
Bas Sheet astener/Bo
in
Material:
Ply Sheet(s) & No. of Ply(s):.2 - . /Iic 2 t,7
Ply Sheet as er/Bgfn g Arya"
Top Ply: �AF -!(6e/ 9' 11 5' CA f? ALT
Top Ply Fastener /Bondi
TYP e toll
g Mate ial:
Ayitift
2010 FLORIDA BUILDING CODE — BUILDING
Surfacing: /.F,
4
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: 9 " oc @ Lap, # Rows Z @ r " oc
Perimeter: 0 " oc @ Lap, # Rows 1{ " oc
Corner: G " oc @ Lap, # Rows 5- @ "oc
Number of Fasteners Per Insulation Board:
Field
Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counter- Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of
Base Flashing, Component Material, Material Thickness,
Fastener_Type, Fastener Spacing or Submit Manufactur-
ers Details that Comply with RAS 111 and Chapter 16
/Or WrAfrlifiv
e410. FI:PierAwp
77,
?J- rvc 4o
Parapet
Height
Mean
Roof fa
Height
15.35
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: -oti
Notice of Acceptance Number: /2-0 2 22 r 3
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations
1: if d / P2: / 3. '3 P3: "23' Y 1
1 Roof Slope:
: 12
Steep Sloped Roof System Description
\ Deck Type:
` Type Underlayment:
Ridge Ve ilation?
A)A-
Insulation:
.• m 2,22 G
\ Fire Barrier:
Adr
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet:
ti Mean Roof Height:
L_
"Alm .S_.
Roof Covering:
Type & Size
Drip Edge:
2G 94- fQlv-
15.36 2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mr values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based The Calculations Per RAS 127"
(P1:311-1 ppFf x 7. i,3rl = 44)1)- Mg: 8.t7 / =Mr, 4 d2( Product Approval Mf
(P2: 144 x?� j/I� . 13�)- Mg :e/CO = M /3 °�� // Product Approval Mf `• 7'
(P3: ( ®O � � x � 3 / 3 4 / �) - Mg:®.0 3 = Mr32 ' V' Product Approval Mf Y1./ '
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval M
Mr required Moment Resistance*
Mean Roof Height -+
Roof Slope ,,,
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3 :12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values,
for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based The Calculations Per RAS 127"
(P1: xL xw: =_) -W: x cos 0 =Fri
(P,: x = xw := ) - W: x cos0 =Fr2
(P3: x L = x w: = ) - W: x cos 0 = Fr3
Product Approval F'
Product Approval F'
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 onASCE7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
1
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
2010 FLORIDA BUILDING CODE - BUILDING
15.37
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.eov /oera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any
section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA #07- 0711.03 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Deck Type:
Roofing
Roofing Tiles
Concrete
Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof
Tile, as manufactured 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
Applicant
Saxony 900
Trim Pieces
Dimensions
1 =17"
w = 13"
1- 5/32" thick Slate
1- 9/32" thick Shake &
Split Shake
Length: varies
Width: varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
MaAM I.DADE COUNTY
APPROVED
Test
Specifications
TAS 112
TAS -112
Test Identifier
7161 -03
Appendix III
94 -084
94 -060A
Product
Description
Flat profile, interlocking, high -
pressure extruded concrete roof tile
equipped with two nail holes. For
direct deck or battened nail -on, mortar
set or adhesive set applications.
Accessory trim, boosted Barcelona,
concrete roof pieces for use at hips,
rakes, ridges and valley terminations
manufactured for each tile profile.
Test Name/Report Date
Static Uplift Testing
TAS 102 & TAS 102(A)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 101 (Adhesive Set)
Dec. 1991
May 1994
March, 1994
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 2 of 8
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Atlanta Testing & Engineering,
Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
MIAMI•DADE COUNTY
APPROVED
25- 7183 -6
25- 7183 -5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1,
1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
R1.894
R2.894
R3.894
520109 -1
520111 -4
520191 -1
Evaluation
Calculations
Evaluation
Calculations
Evaluation
Calculations
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Direct Deck)
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Battens)
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw,
Battens)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Wind Driven Rain
TAS 100
Physical Properties
TAS 112
Static Uplift Testing
TAS 101
Static Uplift Testing
TAS 101
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December 1996
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 3 of 8
Walker Engineering, Inc. Evaluation 25 -7183
Calculations
Walker Engineering, Inc. Evaluation Aerodynamic Multipliers
Calculations
Walker Engineering, Inc. Calculations Two Patty Adhesive Set
System
Walker Engineering, Inc. Evaluation Restoring Moments Due to
Calculations Gravity
Nutting Engineers 130 TAS 112
March 1995
January 2007
April 1999
February 2007
January 2007
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 underlayments 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 the applicable Building Code.
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) 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 (Ibf)
Length -I (ft)
Width -w (ft)
Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
MIAMI•DADE COUNTY
APPROVED
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 4 of 8
Table 2: Aerodynamic Multipliers - X (ft3)
Tile
X (ft3)
A. (ft3)
Profile
Batten Application
Direct Deck Application
MonierLifetile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
MIAMI•DADE COUNTY
APPROVED
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 4 of 8
Table 3: Restoring Moments due to Gravity - Mg (ft -Ibf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
6 ":12"
6 ":12"
7 ":12" or
greater
Saxony
900
Slate,
Shake &
Split
Shake
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.16
8.12
7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Saxony 900
Slate, Shake &
Split Shake
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7
24.4
1 -10d Smooth or Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw Shank Nail
(Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw Shank Nails
(Field Clip)
35.5
35.5
34.8
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Adhesive
31.32
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 8
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Polyfoam PolyProm'
118.9'
Polyfoam PolyProTM
40.44
3 Large paddy placement of 45 grams of PolyProT"'.
4 Medium paddy placement of 24 grams of PolyPro TM.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Mortar Set'
43.9b
5. Tile -Tite Roof Tile Mortar
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved ".
LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT)
LOCATED UNDERNEATH 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.
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 8
NAIL HOLES
PROFILE DRAWING
1 5/32 " (slate)
1 9/32 " (shake)
17"
WATER LOCK
13"
SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL)
OVERLAY
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL)
MANMADE COUNTY
APPROVED
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 8
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL)
END OF THIS ACCEPTANCE
MAMNDADE COUNTY
APPROVED
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 8 of 8
PIIAM
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
3M Company
3M Center Building 0220- 05 -E -06
St. Paul, MN. 55144-1000
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.aov /pera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 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 revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves 3MTM 2- Component Foam Roof Tile Adhesive A11-160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does 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 tiles
system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000
ProPack® 30 & 100
N/A Dispensing Equipment
N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property,
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
Closed Cell Content ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB- 589 -631
9637 -92
01- 6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Test Name/Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
12/28/98
TAS 101 03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F
2j
F'— MS
—W
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 3 of 7
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 uplift 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, expressed as an uplift based system, to meet or exceed the uplift resistance 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). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 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 2 to 3 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.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight per
paddy Min. (grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece Barrel)
#1
17 /side on cap and 34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3MTm 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nall through plastic cement Paddy (Beneath Tile)
Underlayment
1
10 in.
Ens Course
Eave Closure
Fascia
Eave course only:
Keep adhesive approx.
41n. up from weepholes
Nall through plastic cement
N14111ftt,t—:
1%1 •
aveoume
Underlayment
Paddy (Beneath Tile)
1%0 in.
2 In
Eave course only:
Keep adhesive approx.
4In. up from weepholes
Fascia
Weephole
Eave closure
Drip edge
1) Place enough adhesive to achieve 17 to 23 steep pitch applications
square inches in contact with the pan tile
2) Tum covers upside down. Place adhesive 1!21n.
To 1 in. From outside edge of cover tile.
Then Install the tile.
Optional 2x4's for
Underlayment
Nall through plastic cement
Remov
top portion
of the eave
course cover Mc
Abut to second course of
pan tiles. Ensure eave end d
pan and cover tiles are
flush at eave Ilne.
Eave closure
(mortar shovm)
Weephole Fascia
Mienthing
Optional
Point-up Mortar
on longitudinal
edges of Me
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
Nall through plastic cement
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Paddy (Beneath Tile)
Nall through plastic cement
Paddy (Beneath Tile)
Underlayment
Eave Closure
Eave Course
Fascia
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement
Paddy
(between tile)
Paddy
(under tile)
I x 3 In.
Single paddy on
under-
layment
Single paddy
under tile
Eave course
Single paddy
on top of tile
2 In. X 7 In. medium
size paddy eave
Fascia course only
Nail through plastic cement
Nail through plastic cement
Underlayment
Single p
addy under tile
Single paddy between tile
2 In. x 7 In. medium
size paddy eave
course only
in. x 3 in.
Single 41n.
paddy on
under-
layment
Single paddy
on top of tile
Eave
Course
Single paddy
between tile
in.x 3 in.
Single paddy
on underlayment
Single paddy
on top of tile
Eave Course
Eave Closure
2 in. x 7 In. medium
size paddy eave course only
Fascia
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
Fascia
Weephole
Eave closure
Drip edge
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7
M I�A M ICA[}E
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADS COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade
County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA, Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19.
The submitted documentation was reviewed by Jorge L. Acebo.
()
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 1 of 19
Deck Type 1:
Deck Description:
Wood, Non - insulated •
19/32" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(optional)
FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based
Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT+:? EliminatorTM
Nailable, RUBERO1D® Modified Base Sheet, RUBEROID® 20, RUBEROID®
Heat- We1dTM Smooth or RUBEROID® Heat- We1dTM 25 base sheet mechanically
fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4, 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 lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® -Flex PIyTM 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Teem #12 standard, #14
or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates,
12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure -•4S psf, See General Limitation #7)
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.
(Maximum Design Pressure S2.5 psf, See General Limitation #7)
GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth,
base sheet attached to deck with approved 1A" annular ring shank nails and
inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two
rows staggered with a fastener spacing of 9" o.c. in the center of the membrane.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Dri11 -TecTM #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #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.
(Maximum Design Pressure --60 psf, See General Limitation #7)
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 17 of 19
Ply Sheet:
Cap Sheet:
Surfacing:
Maximum Design
Pressure: See Fastening Above
GAFGLASs' #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill-TecTM steel plate or
Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap.
The other rows are equally spaced approximately 9" o.c. in the field of the sheet.
(Maximum Design Pressure —75 ps, f; See General Limitation #7)
One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RUBEROID® MOP
Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt
applied within the EVT range and at a rate of 20 -40 lbs. /sq.
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or
GAFGLAS®EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate
of 20- 40lbssq.
(Optional, required if RUBERO1D4) MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs. /sq. and 300 lbsisq. respectively in
a flood coat of approved asphalt at 60 lbsisq. or applied in a flood
coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied
at a rate of 3 gaL /sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLASa Energy Cap
Mineral Surfaced Capsheet adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 lbsisq.
3 Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof
Coating, at 1.5 gal./sq.
4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322,
TOPCOAT' MB +, TOPCOAT® Fireshield Elastomeric Roofing
Membrane, applied at 1 to 1.5 gal./sq.
5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing
Membrane, EnergyCote+li roof coating applied at 1 to 1.5 gal. /sq.
6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent
based Elastomeric Roofing Membrane applied at ito 1.5 gal.isq
7. Advance Green Technologies Photovoltaic Laminate solar energy
collector auxiliary roof equipment installed in compliance with
manufacturer's specifications and applicable Building Codes.
NOA No.: 07- 1219.09
Expiration Date: 11/04/13
Approval Date: 03/20/08
Page 18 of 19
• e
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor
sheet,
2. Minimum Y4" Dens DeckTM or V2" Type X gypsum 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 layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved
asphalt applied within the EVT range and at a rate of 20 -40 Ibs. /sq., or mechanically attached using the
fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall .be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be
applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8"
ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous
area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in
each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of
12 Ibs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 paf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275
lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field -
tested, are below 275 1b£ 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 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 #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall
conform with Roofmg Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. 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 #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 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
•
MIAMLDADE COUNTY
APPROVED
NOA No.: 07-1219.09
Expiration Date: 11/04/13
Approval Date: 03 /20/08
Page 19 of 19
4
2007 ROOFING MATERIALS ANOSYSTEIVIS'DIRECTORY
192 ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFIJ)—Continued
Base Coat "A-38 Series", 0.75 gal/sq.
Second Base Coat "A-38 Series", 0.75 gal/sq.
Wear Coat " A-38 Series ", 0.75 gal/sq plus walnut shells at 0.75 lbs per
Surfacing: " A-38 Series ".0.75 gal/sq plus walnut shells at 075 Ibs per
sq.
sq.
46 Deck: NC Incline: 3/4
Foam: Spray application of 2-in. thick "Polyfoam 273" (2.7 lb / ft.3 )
Surfacing: Spray application of 28 to 34-mils "U-8730" (aluminum)
47 Deck: NC bidine: 1/2
Insulation: Spray- `apPit' cation of 2-in. thick "Polyfoam 273" (2.7 lb/ft.3
)
Surfacing: Spray application of 28 to 34-mils "U-8782" (ivory)
GAF, ,1114TRIALS CORI) R1306
1361 ALPS RD, WAYNE NJ 07470
"Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an
alternate to Type G2 base sheets in any of the following Classifications.
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum
DensDeck® may be used in any existing noncombustible deck Classification.
When this is done, the resulting roofing system is acceptable for use over
combustible (15/32 in. min) roof decks. The joints in the gypsum board and
overlayment board are offset 6 in. with the joints in the deck. If polystyrene is
part of the roof system, it must be placed below the overlayment board.
Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G-P
Gypsuxi DensDeck® in hot asphalt.
nergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any
applicable Classification.
"GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani-
cally attached or hot mopped over noncombustible decks and as a recover over
existing roof systems.
GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER-
GUARD" insulation in any of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened,
adhered with hot mopping asphalt or urethane insulation adhesive. Polysty-
rene reference in any of the following Classficatons include "ENERGuard EPS
Insulation".
References to glass fiber insulation include "EnergyGuard Fiberglass Insu-
lation".
Type G2 asphalt ass mat base sheet ("GAFGLAS #75 Base Sheet" or
ASPHALT SYSTEMS wrni HOT ROOFING ASPHALT
"GAFGLAS #80 UL A" ) is a suitable alternate for Type Gi asphalt glass
fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or
C roof systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base
sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF
Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be
mopped and nailable to be mechanically attached granule side down.
As an,optinn Type, G2 asphalt glass mat base sheet ("GAFGLAS #75 Base
Sheet", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base
Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet
("GAFGLAS Ply 4" ,or "GAFGLAS Ply 6") as the nailed base ply in the
following systems.
Bottom ply base sheet may be solid mopped, spot mopped or mechani-
cally fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechani-
cally fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the
Class A, B or C systems listed below.
When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or
any other UL Classified perlite insulation.
Crushed stone or slag are suitable alternates for gravel in any of the Class A,
or C systems listed.
Structural cement fiber building units are considered suitable to be included
as a deck in the following Class A, B or C systems listed over C-15/32 or NC.
The use of gypsum board under any of the following Class A, B or C systems
does not adversely effect the rating. The use of 1/2 in. min gypsum board is an
acceptable alternate for insulation over C-15/32 decks.
The use „of, polystyrene insulation board between min 3/4 in. perlite board
and deck with rosin paper (perlite /rosin paper/polystyrene/perlite) is a
suitable alternate for isocyanurate board in the following Class A, 13 or C
systems.
"BMCA EnergyGuard RA", "BMCA Tapered EnergyGuard RA" and "BMCA
EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula-
tion m any of the following Classifications.
Trumbull "Perind 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" is a suitable alternate to "GAFGLAS Ply 6".
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)—COntinued
"GAYTEMP Permalite Recover Board" may be used in lieu at any,
insulation in any of the following.NC'Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems x
Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.04
Class A, 13 and C
Hot roofing asphalt, for use with organic and glass felts or madifieefl
membranes.
"Ruberoid Heat Weld" SBS roofing, membrane may be used
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C-15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fit
fiber, isocyanurate, urethane, perlite/isocyanurate composite,
urethane composite, wood fiber/isocyanurate composite, pher
thickness.
Ply Sheet Three or more layers Type G1 "GAFGLAS P
"GAFGLAS Ply 6", hot mopped.
Surfacing: Gravel,
Deck: C-15/32 Incline: 2
Insulation (Optional): One or more layers perlite, wood fl
fiber, isocyanurate, urethane, perlite/isocyanurate composite
urethane composite, wood fiber/isocyanurate composite, phe
thickness.
Ply Sheet', Three or more layers Type G1 "GAFGLAS
"GAFGLAS Ply 6".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Suri
Sheet" or "EnergyCap Mineral Surfaced Cap Sheet".
Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood 1
fiber, isocyanurate, uretliane, perlite/isocyanurate composit
urethane composite, wood fiber/isocyanurate composite, phe
max. :
Ply Sheet Tiyo or more layers Type GI "GAFGLAS Ply 4"
GLAS Ply 6". '
Cap Sheet One layer Type G3 "GAFGLAS Mineral Sul
Sheet" or "EnergyCap Mineral Surfaced Cap Sheet".
4. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R", 4 in. max, hot
Ply Sheet Any UL Classified gravel surfaced Class A asphal
mat system.
5. Deck: C-15/32 Incline: I
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base One layer Type G2 "GAFGLAS #75 Base She
n e
Ply Sheet One or more layers Type G1 "GAFGLAS Ply 4" or
Ply 6".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Su
Sheet" or "EnergyCap Mineral Surfaced Cap Sheet".
Deck: NC Incline: 3
Base Sheet One layer Type G2 "GAFGLAS #75 Base Shee
Ply Sheet One or more layers Type G1 "GAFGLAS Ply
GLAS Ply 6".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Si
Sheet" or "EnergyCap Mineral Surfaced Cap Sheet".
. Deck: C-15/32 Incline 2
Insulation: One or more layers perlite, glass fiber, isocyr
thane, perlite/isocyanurate composite, perlite/urethane con
nolic, 1.0 in. min (offset from plyvrood joints 6 in.).
Base Sheet: One or more layers Type Gl, G2 or G3,,r--
Membrane: One or more layers "Ruberoid Torch" (Smooth
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smoott
or "Ruberoid Mop Plus" (granule).
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cr
"EnergyCap Mineral Surfaced Cap Sheet", hot mopped. -
:
8. Deck: C-15/32 Incline 2
Insulation (Optional): One or more layers perlite, woo
fiber, isocyanurate, urethane, perlite/isocyanurate compc
urethane composite, wood fiber/isocyanurate composite, I
thickness.
Base Sheet: Two or more layers Type G2 or G3.
Ply Sheet (Optional): One or more layers Type G1.
Membrane:: ,One or more ,layers "Ruberoid Torch" (Smoot]
"Ruberoid Tomb. Plus'Afgranule), "Ruberoid Mop" (Smoot
or "Ruberoict Mop lhirs"..(granule).
2.
LOOK FORTHE UL MARK CIOROppOr