RF-13-411Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
nspection Number: INSP - 186548 Permit Number: RF- 2- 13-411
Inspection Date: June 10, 2013
Inspector: Rodriguez, Jorge
Owner: OSMAN, OMAR
Job Address: 9200 N BAYSHORE Drive
Miami Shores, FL 33138-
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile/Flat
Phone Number (305)892 -6507
Parcel Number 1132050270251
Phone: 305 - 757 -2612
Building Department Comments
RE -ROOF REAR ONE STORY REAR TILE ROOF AND
ONE STORY FLAT ROOF. NO WORK ON 2 STORY. TILE
WHITE FLAT COLOR THRU
Infractlo Passed Comments
INSPECTOR COMMENTS False
Passed 111/
Inspector Comments
c /`,y' erlo /d��)
,e,,,),.0 ,t;,3 .--,i/e 3e- - --.
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
For Inspections please call: (305)762 -4949
June 10, 2013
Page 1 of 1
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: 0 y ,6,1%.1
Job Address: 92.00 {•a
Roofing Contrac �or: anar:6,140
Permit Number: Kr 1.1 3 Att
Approximate Roof Height: 12- feet
Type of Access to Roof: ✓ Ladder
OtherRequired T sting Force: 35 lbs.
Date Installed: re.. Reece.
SITE SPECIFIC INFORMATION
a+► kilo 2 ac `t' . ► M tv W m.4
rt ` eoF.1144
Type of Tile: �•: 1 'd. `'.�►L -�C
Slope: 12. Approximate Square Footage: I top ft2
Testing Equipmen• EG E. 100x Shimpo Instrument
Date of Inspection: 4 4 t 13
3
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 l`
Location
P or F
1
Fake, �i
21
PA g
41
pA6 g
61
81
2
22
42
rr
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
29
49
69
89
10
30
50
f
70
90
11
31
51
71
91
12
32
52
72
92
13
33
53
73
93
14
34
54
74
94
15
35
55
75
95
16
36
56
76
96
17
37
57
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: Al ft
Area
Units or ft2
No. of Tests
Perimeter
it 1 r.D
II.
Field
% 0 0
Corners
t 7._-,
{
Hips & Ridges
{ ""10
1,
RESPECTFULLY SUBMITTED BY:
Vinayagar M. Balakrishnan V
State of Florida Lic # 63107rLi
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RE: Permit #
Miami Shores Village
Building Department
INSPECTION AFFIDAVIT
jaAftib 0 btt)Ow( licensed as a (' ontr ctor Engineer / Architect,
(Print name and circle License Type) FS 468 Building In
License #: o 111
On or about \ \ SI l 1 • , I did personally inspect the roof deck nailing and
(Date & time)
8009 bcwa» Diu
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based -•;�' 553.844 F.S)
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
DATE:
Secondary water barrier work at
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 Larg
day of l jJ
it.Notary Public State of Florida
MCommission Sandra Dee Hart
My Commission FF p10e44
.wPos-rjr 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 # clearly shown marked on the deck for each inspection
Revised on 5/21/2009
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. �t9� o‘ p°2 -7 6.261
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address: 0 -h
1r A4.4. e+ot2i , e I sal.Sf
2. Description o provement: 6-v-1 Cit-' on S Pt k-
111111111111 111111111111111111111111111111111
CFN 2013R0182729
OR Bk 28521 Ps 4896 °v tips)
RECORDED 03/08/2013 10:51:35
HARVEY RUVIH, CLERK OF COURT
MIAMI-DADE COUNTY, FLORIDA
LAST PAGE.
Space above reeled for use of recording office
Al 6 C36 -le- 01,-i .._?'•
Interest in property: rc ,14f 3?,
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number: 013 A.) GTC3
(.,5-1 a 9.7 51— Ai, A,c-eP
3. Owner(s) name and address: /4✓- Jt-L. 0 !.-t.4 a 1-(.4 qa exO N -134,3 hek v
Fi
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number:
Amount of bond $
6. Lender's name and address: STATE OF FLORIDA, COUIITY OF DADE
7. Persons within the State of Florida designated by Owner upon whonn'1'1r: • Mirlefim a1 ;� Ofery9d as prootded by
Section 713.13(1)(a)7., Florida Statutes
Name, address and phone number: irtsl ', E fj this • Y1 K� on day o7
9il _ � Tir ! I�Y.i :�
8. In addition to himself, Owners designates the following person(s) to r �' - L • 1 •tice
713.13(1)(b), Florida Statutes. r •° "
•
Name, address and phone number: I
531 3?�
as provided inw5dotion °
..,. C3
D.C.
9. Expiration date of this Notice of Commencement
(the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signature(s) of Ow. (s f r Owner(s)' Authorized Officer /Director /Partner /Manager
Prepare Prepared By 0,10,e_ LA
Print Name ;, ' 1.-1-10"0 Print Name l f' T �,si
Title /Office Title /Office wJ -) f" �j 3 62,1
STATE OF FLORIDA 'J
COUNTY OF MIAMI -DADE
The foregoing instrument was acIalowledged before me this 7 day of
By 0 A.a,4 )t C -
❑ Wividually, or ❑ as for
Personally known, or ❑ produced the following type of identificatio
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
Signature(s) o Owner •r Owner(s)'s Authorized Officer/Director/Partner /Manager who signed above:
ga74.
Ccxnmission * DDD857S4
ices: MAIL 07, 2013
129.01 -52 PAGE 9110
By
Miami Shores Village
Building Department
10050 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
FBC 20 ID
Permit Type: BUILDING ROOFING
OWNER: Namee (Fee Simple Titleholder): Ott lA P- t/ S A-i A A .) Phone #:
Address: `7c"1 0 t /0 ` 1 Z is —by. /L(r,,d bit t h 6 1--C> P' 1 ? 1 5 a/
city: Gg /,1 h ai" State: F 1 zip: 7)
Tenant/Lessee Name: Phone#:
Email:
Permit No. t2.. '1 3 - I
Master Permit No.
JOB ADDRESS: g%'? 4 /?- jA ®he 2
City: Miami Shores County: Miami Dade
Folio/Parcel #: /( .3 e 0 4,22 7 ® S1
Zip:
Is the Building Historically Designated: Yes a-Pd6 Flood Zone:
e,� ���
CONTRACTOR: Company Name: �'.� p-er ®' / �� Phone #: 7-5— 7.,2 -4 ( 2--
Address: ( 1 Al- E 5 7 �-7--'
City: % / 44-ei SAC /`` -5 State: F7. Zip: 37 1 3 Y
Qualifier Name: J,9-191 -) -6 t/-7 b e.AJ tr v ✓ Phone #: 3V7S ? GP-Z. 12_
State Certification or Registration #: Of f 36 4 Certificate of Competency #:
Contact Phone #: 50S— 7s 7 c2 6 /2— Email Address: 6b emocs r ✓ oo- iel cam' _CL i-"e-0
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ /4 (6 C Square/Linear Footage of Work: 1
Type of Work: ❑Addition_ ❑Alter/ation ONew k tepair/Replace ODemolition
Description of Work: t e r t 0--- R t a.V 0 S'T) 9-2 CO- 411 c
' 0U-F I-,,1 l)b r 5-" t � o0
'�
7 x,61 �t 7c e t
...... .......+x.+x.*........... x....+x....F ........... x..................... ........ **
Submittal Fee $5b Permit Fee $ COO atl CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ 161- ( J
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 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 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 the absence of such posted notice, the
inspection will not be ap & roved a reinspection fee will be charged.
Signature
Owner or Agent
The forego' g instrument was acknowledged before me this % The foregoin instrument was acknowledged beforg me this � /, ^
day of , 20 / Z,; by OJ / A �/ 6 ,-L G-Y , day of , 20 L Zby 4 h^% 6 6,1 Oa'
who is person all kno t to a or who has produced who is person y jcnn wn t me o who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Contractor
Sign:
Print:
j 1a i5 w
aAOz fi..:
My Commission Expire
DD857641
07, 2018
NOTARY PUBLIC:
Sign:
Print:
STEpC-STAIE OF FLQRIl M
1r ig;rino A. Duffin
S ,m .: , +f`DD X1'57841
J L { 07, 2013
da l iAR* * * * * * * * * **
************************ ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPROVED BY
Plans Examiner
Structural Review
(Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09)
Zoning
Clerk
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self - performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
A /2- ®s 1.4,4 �--'
PROPERTY OWNER:
PERMIT #
X13 - 1
ADDRESS: %' 6 b /1) .. b �-c
FOLIO NUMBER: l FLOOD ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS): /V/4
COST OF PROPOSED IMPROVEMENTS: / 6 V 0
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (
9
OWNERS SIGNATURE: f
PLANREVIEWER:
ch appraisal) ` I k (00
PLAN REVIEWER SIGNATURE: DATE:
Created on June 2009
f 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 FEB 2 8
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING FTE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: omit.
Property Address: g1•0 • &-J! s101?--Or
Roofing Permit Number:
Dear Building Official:
Qh p� rifkil certify that I am not required to retrofit the roof to wall connections of my
bull ing because:
iThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
just P
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 editio L'f the South Florida Building Code (1994 SFBC)
Date:
Signature
44a_ e s x-c 4 /)
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above p
Sworn to and subscribed before me this 1 L day of
Cadrialssion #D136750
i
�: .� Notary Public, Sate of Florida at Large �r� L� _ 4
• 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
Miami -Dade My Home
My Home
nia,»iddcI
Show Me:
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Summary Details:
Folio No.:
r 1NI
( , -
z 200 N BAYSHORE DR
Mailing
OMAR OSMAN
ddress:
MARIA LUIS ALCAIDE
Living Units:
200 NORTH BAYSHORE
Adl Sq Footage:
DR MIAMI SHORES FL
Lot Size:
138-
Pro aertv Information:
Primary Zone:
1100 SINGLE FAMILY
RESIDENCE
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
3/3
Floors:
2
Living Units:
1
Adl Sq Footage:
3,652
Lot Size:
10,937.50 SO FT
Year Built:
1951
525,000/
5279,224
BAY LURE PB 44-63
L
L
Legal
LOT 14 BLK 2 LOT SIZE
eg alption:
87.500 X 125 OR 14369-
2517 1189 1 OR 27614-
4779 0211 01
Assessment Information:
Exemption Information:
arlIMIMI
2011
2010
= d Value:
5157 500
$25,000
Buildin, Value:
EKTE:3
289,005
County
$444 860
Mt
City:
$50,000/
5258,787
School Board:
Exemption Information:
arlIMIMI
2011
2010
M
525,000
$25,000
��wR
MOM
MEM
Taxable Value Information:
Year
2011
2010
Taxing Authority:
Applied
Exemption/
Taxable
Value:
Applied
Exemption/
Taxable
Value:
Regional:
$50,000/
$258,787
$50,000/
$254,224
County
$50,000/
$258,787
$50,000/
$254,224
550,000/
$254,224
City:
$50,000/
5258,787
School Board:
$25,000/
5283,787
525,000/
5279,224
Sale Information:
Page 1 of 2
ale Date: 011
Sale Amount: 639,300
AC'I'I'4'E 100L SELLCT?
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0 113ft
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.a
d
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As ft pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additional) the following items should be addressed as part of the agreement between the owner ant the
contra,' ,•r he owner's initial in the designated space indicates that the item has been explained.
1. �' Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
pro ". ing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
th-, :gr-ment between the owner and the contractor.
Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
ed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to r- o g the existing roof system).
3. / Common roofs: Common roofs are those which have no visible delineation between neighboring
ts .e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or
ow -r •uld notify the occupants of adjacent units of roofing to be performed.
4. ' p
Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
P 9 p
be vie d from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
app6r. ce.
5. Ponding water: The current roof system and /or deck of the building may not drain well and may
c *se water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
origI •ofing system is removed. Pounding conditions should be corrected.
6. Overflow scupp ers ( wall outlets ) : It is required that rainwater flows off so that the roof is not
� q
e •aded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
ac rd -rS' e with the requirements of Sections R4402, R4403 and 84413.
Ventilation: Most roof structures should have some ability to vent natural airflow through the
or of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It r :y be beneficial to consider additional venting which can re It in exuding the servi e life of the
roof.
owner /A,'Fnt' ignature Contr. t• Signature Date
Revised on 7/9/2009 LD
HIGH - VELQCITY HURRICANE ZONES
t
SECTION R4402.14
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 Section R4403, or If Applicable, RAS 127 or
RAS 128
4.
Other Component Product Approvals
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing /Calculation Documentation
44.20 2010 FLORIDA BUILDING CODE — RESIDENTIAL
t
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form
Section A (General Information)
Master Permit No
Contractor's Name
Press No.
0 or kJ 0
Job Address . 6 0 L)
ROOF CATEGORY
HIGH - VELOCITY HURRICANE ZONES
V-.F- 13 -y
co
G▪ ,I, W C
0
W g
J 0
w
B
T D
U J
Z
Cl I � I
1
z
n o w o
+ U_, C1 W.
F-
�, U v
1 C' ', w -`J
0
C. ':, C C
ILow Slope ❑ Mechanically Fastened Tile
Asphaltic ❑ Metal Panel /Shingles
Shingles
❑ New Roof
❑ Prescriptive BUR -RAS 150
ROOF TYPE
Reroofing ❑ Recovering ❑ Repair ❑ Maintenan
ROOF SYSTEM INFORMATION
ortar /Adhesive Set
Wood Shingles /Shak
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (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.
2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.21
HIGH - VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: /3 0 e -e
Product Approval Number: / 2, ®? ?2--s 03
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: a /5- P2: G --(53"-- P3: 1 3 -0
Maximum Design Pressure j (�
Product Approval Specific System: jib `° ` _(
j
Method of tile attachment: Po Li _6t4 w
Roof Slope:
V: 12
Steep Sloped Roof System Description
Deck Type:
Do CI
ype Underlayment:
Insulation:
-�� pas cg- 3 +�
014 f3 018 eetz-
Fire Barrier:
Ridge Ventilation?
Air
A44A
Fastener Type & Spacing:
Adhesive Type:
AC
141
ype Cap Sheet:
Mean Roof Height: 15
Roof Covering:
Type & Size Drip
dge:
3
2010 FLORIDA BUILDING CODE — RESIDENTIAL 44.23
HIGH- VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application)
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: 9 .0c @ Lap, # Rows / �f
O @9 " oc
Perimeter: 4, " oc @ Lap, # Rows' f ' @
Corner: " oc @ Lap, # Rows @
Number of Fasteners Per Insulation
Board
Fitt in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer: G A f
NOA No.: CY:)` 001.244 ° (7 )
Design Wind Pressures, From RAS 128 or Calculations:
Ple- 4 P2: 11. L P3: t
Max. Design Pressure, From the Specific NOA
System:
Deck:
Type:
Gauge/Thickness:
Slope: , p
AnchorlBase Sheet & No. of Ply(s): IJ
Anchor /Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
),J(t)
Base Insulation Size and Thickness:
Base Insulation Fastener 5oI(diAg Material:
Top Insulation Layer: Al A
Top Insulation Size and Thickness: ltf ( A
Top Insulation Fastener /Bonding Material: /J ^
Base Sheet(s) & No. of Ply(s)
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 Manufacturers- Details that
Comply with RAS 111 and Chapter 16.
(oAF aodfFlt'Z P
0)4'iS64F4846 /‘-re
Base Sheet Fastener/Bonding Material:
ihf it' a- SI n g'4e Li) Otr8,
ditt
Ply Sheet(s) & No. of PIy(ka') l.!!' J pLz lO
Ply ShM Fastener /Boding Material:
i- -.e/�rr -� P �((,' -� j�
TopPly:(t) C Ai aria1.1'tec 1 `�i-P J
Top Ply Fas�er(Bo° i g ater I• 1
tvz
Surfacing:
A
FT.
Parapet
Heioht
Mean
Roof
Height
2010 FLORIDA BUILDING CODE — RESIDENTIAL
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 Mt. 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 Tile Calculations Per RAS 127"
(PI. 1 . x X o 9.D° = 1 S 21- Mg: 1 °t = M 8/ Product Approval M,
(PAIL ` x X • 2.0 = 644 2 ) - M0: 1 = Mrz (, . $ Product Approval Mt
(P3: x A •'ob = .�, ) Mg :' el = Mr3 13. % Product Approval Mr
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr Required Moment Resistance*
Mean Roof Height
15'
20'
25'
30'
40'
-►
Roof Slope 4.
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. Compare 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 the attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(1'1: x 1: = x w:= ) - W: x cos 0: - = F, Product Approval F'
(P2: x 1: = x w := ) - W: x cos 0: - = Fe, Product Approval F'
(P3: x 1: = x w:= ) - W: x cos 0: - = Fri 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
0
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
M,
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
F,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
I °length
w = width
Product Approval
All calculations must to submitted to the Building Official at the time of permit application.
MIAMI•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE 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 RUBEROID® Modified Bitumen 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 revises NOA No. 07- 1203.01 and consists of pages 1 through 31.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No..: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04 /08/09
Page 1 of 31
Membrane Type: SBS /SBS Cold Applied
Deck Type 1: Wood, Non-insulated
Deck Description: 119/32" or greater plywood or wood plank decks
System Type E(1): Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based
(optional) Underlayment or SecurockTM.
Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM
Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID®
SBS Heat- WeldTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet
mechanically fastened to deck as described below;
Fastening GAFGLAS® Ply 4, GAFGLAS® FIex PIyTM 6, GAFGLAS® #75 Base Sheet or any
Options: 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-TecTM #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 —45 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 52.5 psf, See General Limitation #7)
GAFGLAS® #80 ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base
sheet 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 —60 psi', See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill-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.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 27 of 31
GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with
Drill -TecTM #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 psf, See General Limitation #7)
Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6,
GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet adhered
in a full mopping of approved asphalt applied within the EVT range and at a rate
of 20-40 lbs. /sq.
Membrane: One or more1lies of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR,
RUBEROID Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop
Plus Granule, RUBEROID®20, RUBEROID®30, RUBEROID®EnergyCap SBS
30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID
ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied
within the EVT range and at a rate of 20-40 lbs./sq.
Or,
One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule,
Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop
Plus Granule, RUBEROID®20, RUBEROID® 30, RUBEROID®EnergiyCap SBS
30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID
ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an
application rate of 1 -2 galisq.
(Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lbs./sq. and 3001bsisq. respectively in a flood
coat of approved asphalt at 60 lbs./sq. 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, GAFGLAS® 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 lbs. /sq.
3. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5
gal./sq.
4. Leak BusterTM Matrix 715, Leak BusterTM MatrixTM 322, TOPCOAT®
MB +, TOPCOAT® Fireshield Elastomeric Roofmg Membrane, applied at 1 to
1.5 gal./sq.
5. Leak Buster MatrixTM 602 MB Xtra Elastomeric Roofing Membrane,
EnergyCote® roof coating applied at 1 to 1.5 gal. /sq.
TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based
Elastomeric Roofing Membrane applied at lto 1.5 gal. /sq
7. Advance Green Technologies Photovoltaic Laminate solar energy collector
auxiliary roof equipment installed in compliance with manufacturer's
specifications and applicable Building Codes.
Surfacing:
Maximum Design
Pressure:
See Fastening above
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 28 of 31
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor
sheet.
2. Minimum ' /a" Dens Deck or '/z" 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 lbsisq., or mechanically attached using the fastening
pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt,
panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam
insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied
using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in
three rows, one at each side lap and one down the center of the sheet allowing a continuous area of
ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon
to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbs. /sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275
lbf., as tested in compliance with Testing Application Standard TAS 105. lithe fastener value, as field -
tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a
minimum fastener resistance value in conjunction with the maximum design value listed within a specific
system. Should the fastener resistance be less than that required, as determined 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 to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field,
perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced
fastening at enhanced pressure zones (i.e. perimeters, extended comers and 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
NOA No.: 09- 0224.01
Expiration Date: 11/06/13
Approval Date: 04/08/09
Page 31 of 31
M PAMI.
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.gov /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: 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.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roofing Tiles
Material: Concrete
Deck Type: 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.
MIAMI•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
Static Uplift Testing
TAS 102 & TAS 102(A)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 101 (Adhesive Set)
Date
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.
MIAMNDADE 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 Roofmg 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 Roofmg 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
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 - M9 (ft-lbf)
Tile
Profile
2":12"
3 ":12"
4":12"
5":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.
MIAMI•DADE COUNTY
APPROVED
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 PolyProTA'
118.9'
Polyfoam PolyProT"'
40.44
3 Large paddy placement of 45 grams of PolyPro TM.
4 Medium paddy placement of 24 grams
of PolyPro' .
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'
43.9'
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.
MIAMI•DADE COUNTY
APPROVED
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"
WATERLOCK
13"
SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL)
OVERLAY
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL)
MIAMI DADE 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
NOA No.: 12- 0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 8 of 8
MIAM
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DMSION
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.eovhiera
SCOPE:
This NOA is being issued under the applicable 'ra Descand
ted by Miami -Dade County PERAc Productt Control materials.
Section to
documentation submitted has been reviewed accepted
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
the Cont ontrol
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) 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 o material within their jurisdiction. PERA r
County Product Control Section that this productgor
to revoke this acceptance, if it is determined by
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 ae name ed logo, city, state and following
statement: "Miami -Dade County Product Control Approved",
RENEWAL of this NOA shall be considered after a renewal ti this has
product. en filed and there has been no change
in the applicable building code negatively affecting performance
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 l ottiis NOA. Fa Failure to endorsement
comply with any sect an of for
sales, advertising or any other purposes shall automatically
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded bythe fwanordsMiami-Dade e OAns displayed, then it shall be done
expiration date may be displayed in advertising literature. any portion
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.
MIAMI DADECOUNTY
APPROVED
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 AH -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 eand as an uplift the
temcfor double patty systems
as a
moment based system for single patty p lacement
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test
Specifications
N/A TAS 101 Two component polyurethane foam adhesive
3MT", 2- Component Foam
Roof Tile Adhesive AH-
160
Foam Dispenser RTF 1000
ProPack® 30 & 100
Product Description
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
Closed Cell Content
MIAMI DAD
APPROVED
OUNTY
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft'
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 Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
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[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
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
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.
Ft
2/
F'— MS
—W
MIAMI -DADE COUNTY
APPROVED
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. 3MT74 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
MIAMI DADE COUNTY
APPROVED
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3MT1" 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
1) Place enough adhesive to achieve 17 to 23 Optional s for
square Inches in contact with tie pan tile steep pitch applications
2) Tum covers upside down, Place adhesive 112 in.
To 1 he. From outside edge of covert le.
Then Install the tile,
MIAMI -DADE COUNTY
APPROVED
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
MIAMI DADE COUNTY
APPROVED
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6of7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement
Paddy
(between tile)
Paddy
(under tile)
suktnleeity
x 3 in.
Single paddy on
under-
layment
Eave course
Single PaddY 2 in. X 7 b. medlwn
on top of tile size paddy eave
Fasda course only
Nall through plastic cement
Nail through plastic cement
Unthdayment
Single paddy under the
Single paddy between the
2 in. x 7 in. medium
size paddy eave
course only
re- 3 in. x 3 in.
4111. ■
Single
paddy on
under-
layment
Single paddy
on top of die
Eave
Course
Fascb
theephole
Eave closure
Drip edge
Single paddy
between tile
to- 3 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
Fasda
END OF THIS ACCEPTANCE
MIAMIOADE COUNTY
APPROVED
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05110/12
Page 7 of 7
200t1ROOFING NItCA'ERIALS AND SYSTEMS DIRECTORY
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) — Continued
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or
"EnergyCap Mineral Surfaced Cap Sheet ", hot mopped.
9. Deck: NC Incline: 2
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood
fiber, mechanically fastened, any thickness.
Base Sheet One or more layers Type G2, "GAFGLASS #75 Base Sheet ".
Ply Sheet One or more layers Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
Surfacing: "Fireshield MB ", 2.5 — 3.0 gal. /sq.
Class B i
Deck: C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet 1lvo or more layers Type Gl "GAFGLAS Ply 4" or "GAF -
GLAS Ply 6"
Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap, Sheet" or
"EnergyCap Mineral Surfaced Cap Sheet ", hot mopped.
2. Deck C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Base Sheet Two or more layers Type G1, G2 or G3.
Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule)
or "Ruberoid Mop Plus" (granule).
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap
Mineral Surfaced Cap Sheet ", hot mopped.
Class C
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more Layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type GI "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Special Roofing Bitumen" 20 lbs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
1. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Fly Sheet Three or more layers Type GI "GAFGLAS PIy 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
PIy Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at
1 -1/2 gal /sq.
2. Deck: NC Incline: 1
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
PIy Sheet Three or more layers Type G1 "GAFGLAS 1-ty 4" or
"GAFGLAS Ply 6 ".
Surfacing. "Weather Coat Emulsion" at 3 gal /sq.
3. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
4. Deck:,NC I• _line:2
RQOI; COOEFING MATERIALS 193
Roofing Systems (TGFU) — Continued
Insulation- tbption l): » Isocyanura :,; perlite, isocyanurate /composite,
wood fr ec and g"las's finer, any,thickress, mschanically fastened.
Base Sheet 'One ply 'Type, vl or,( 2. u'sechanically fastened or hot
mopped.
Ply Sheet: One or more plies Type G1 or G2, adhered with hot roofing
asphalt.
Surfacing:, " GAF • 'mm im Fi'.aenxi Aluminum Roof Coating ", 1-1/2
gal /sq or '.,GAF WWatf er C.oat EmnIsior ", 3 gal /sq.
5. Deck: NC Incline: 1
Insulation (optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
Base/Ply Sheet: One or more plies Type G1 or type G2, hot mopped in
place.
Coating: "Fibered Aluminum Roof Coating ".
6. Deck: NC Incline: 1
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
Base/Ply Sheet: One or more plies Typg1 or Type G2, fully adhered
with either "Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modi-
fied Bitumen flashing Cement ".
Coating: "Fibered Aluminum Roof Coating", 1 -1/2 gal /sq.
7. Deck: C 15/32 Incline: 1
Base Sheet One or more plies Type G2, mechanically fastened.
Ply Sheet Three or more plies Type GI, hot mopped in place.
Coatings: " Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq.
8. Deck: NC incline: 'k
Base Sheet: Any UL Classified Type G1 or Type G2 base sheet,
mechanically fastened.
Base Sheet Any UL Classified Type Gl or Type G2 base sheet, max. 2
plies, fully adhered with "Matrix Standard Cold Lap Adhesive 103 ", 2
gal. /sq.
Surfacing: "Matrix 322 White Elastomeric Roof Coating ", 2 gal: /sq.
9. Deck: NC Incline: 1/2
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood
fiber, mechanically fastened, any thickness.
Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 6 ", hot
mopped.
Surfacing: "Fireshield MB ", 1.5 — 2.0 gal. /sq.
Class B
1. Deleted
2. Deck: C -15/32 Incline: 2'
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate.composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Grundy Industries "al MB Aluminum Roof Coating", 1-1/2
gal /sq.
3. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite,• mood fiber, glass
fiber, isocyanurate, urethane, per lite /isocyanurate composite, perlite/
urethane composite,..wax`i fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type GI "GAFGLAS PIy' 4" or
"GAFGLAS Ply 6 ". '.
Surfacing: "Weather Coat Ettmision AF" at 1 -1/2 gal /sq.
_ciss C
1. Deck: C -15/32 Incline: Unlimited
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
Ply Sheet Three or more sayers Type Gl "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at
1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq.
2. Deck: C -15/32 Incline 2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate .composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type Gl "GAFGLAS PIy 4" --
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof
1 -1/2 gal /sq.
LOOK FOR THE UL MARK-ON PRODUCT
•
2007 ROOFING MATERIALS ANDTEMS DIRECTORY
194 ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) — Continued
3. Deck C -15/32 Incline: Unlimited
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq.
FLUID APPLIED COATING SYSTEM
1. Deck: NC Incline: Unlimited
Surfacing; "Weathercote. Low- "ar4,,.Neathercote 2 gal /sq.
SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED
BITUMEN)
Unless otherwise indicated phenolic insulation may be used in any of the
following systems. -. -
Unless otherwise indicated any of the following Single Ply Membrane
Systems may utilize multiple layers of Ruber`dia Membrane.
"GAF Premium Aluminum Roof Coating" may be used on any of the
following Classifications not exceeding 1/2 in.
"GAF Weater Coat Emulsion" may be used on any of the following
noncombustible Classifications not exceeding 1/2 in.
Ruberoid® Modified Bitumen. Adhesive, Monsey Corp. "MBA Gold" and
Karnak "No. 81" adhesives may be used in any of the following noncombus-
tible deck Classifications.
Tropical Asphalt "No. 711 AF' adhesive may be used in any of the following
Classifications.
GAFGLAS #80 Premium Base Sheet may be used in any of the following
systems.
(Optional) Noncombustible deck classifications are applicable for use over
combustible (15/32 in. min plywood) decks when 1/2 in. m gypsum (min) board
or 1/4 in. (min) G-P Gypsum DensDeck® are used directly over the deck with
all joints staggered 6 in. (min) from plywood joints.
A vapor barrior may be optionally installed under all systems utilizing
"EVERGUARD" insulation. "EVERGUARD" insulation is an acceptable
alternate in any polyisocyanurate insulation of the following systems. GAF-
GLAS Perlite may be used as an option over EVERGUARD insulation. GAF-
GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply
in any of the following systems.
The following membranes may be used interchangeably within their own
group:
A. 'Ruberoid Torch Granule ", " Ruberoid Torch Granule Plus ", " Ruberoid
Torch Granule 1 ", Ruberoid Torch 180.
B. "Ruberoid Mop Smooth", "SBS HW Smooth ", " Ruberoid 601 Cap Plus ",
" Ruberoid 30' .
C. "Ruberoid Mop Granule ", " Ruberoid Mop Plus Granule ", "SBS HW
Granule ", "SBS HW Plus ".
D. " Ruberoid Mop 170 FR (1 sq) ", " Ruberoid Mop 170 FR (1/2 sq)" .
E. " Ruberoid Mop FR 2 ", Ruberoid 30 FR ", " Ruberoid SBS Heat Weld 170
FR ".
F. ' Ruberoid 20 ", "SBS HW (Heat Weld) 25 ".
G. "Flame Free 180 FR ", " Ruberoid Torch FR ", "Brai Supreme Plus API'
Granule FR ", "GBSP- 250FR ", "Brai Supreme -APP Granule FR" .
Unless otherwise indicated,the Modified Bitumen (Granule) membrane may
be surfaced with "Fireshield,MB" at 2.5 3.0 gal /sq, and the incline of the
resultant system would beticreased to a 3/4 in. incline. But if the incline of the
Classified system is greater than a 3/4 in. incline, the incline of the roofing
system would be maintained when surfaced with "Fireshield MB" at 2.5 — 3.0
gal /sq.
Unless otherwise indicated "Ruberoid EnergyCap SBS 30FR" is an acceptable
alternate for " Ruberoid 30 FR" or " Rubemid Mop 170 FR" in any applicable
Classification.
Class A - Ballasted
1. Deck: NC Incline: 2
Insulation: One or two layers "Isotherm R ", any thickness, loose laid or
mechanically fastened.
Membrane: Any UL Classified membrane used in a ballasted system.
Surfacing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 lbs /sq.
2. Deck: C -15/32 ....Incline: 1/4 (NC -2)
Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in.
Membrane: "Ruberoid Torch Granule 1" (modified bitumen).
Surfacing: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10
Ibs /sq and spaced not more than 1/8 in.
3. Deck: NC Incline: 3
Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in.
Base Sheet (Optional): Type 15 asphalt organic felt or Type G2.
Membrat$,e:.,ZRuberoid Torch Granule 1" (modified bitumen).
Surfacing: Gravel.
4. Deck: C -15/32 Incline: 1/4
ROOF-COVERING-MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Ipstlldt)on (QpiiQn lil Perlitg; glass Aber or wood fiber, any thickness.
Membrane: "Rcbercld Torch Granule 1" (modified bitumen).
, ip9Slieet 62004 it p'slyethyl4ne (tot UL Classified).
Surfacing: 3/4 in. thick concrete wir'h one layer of No. 10 Summerville
Quarry tile (or equivalent) grouted in place.
5. Deck: NC Incline: 2
Insuiaiioce ((lptaoua1):' Pvrli#e, g1'ass fiber or wood fiber, any thickness.
Mem4rrane: 'R ib4uid Toieti Granule 1" (modified bitumen).
Surfing: /47to 9 -1/,2 dian{ river bottom stone at 1000 lb /sq or
concrete pavers weighing not less than 10 lb /sq ft and spaced not more
than 1/8 in.
6. Deck: NC Incline: 3
Insulation: a)Polystyrene, 2 in. max, b)lsocyanurate, any thickness, laid
loosely.
Membrane "EverGuard SR" or " EverGuard FB ", 40-100 mil (TPA), laid
loosely.
Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or
concrete roof pavers.
7. Deck: C -15/32 Incline: 1/2
Slip Sheet One or more layers Atlas Roofing "FR50 ", mechanically
fastened.
Membrane: " EverGuard TP02 Plus ", 45 mil.
Surfacing: River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs /sq or
concrete roof pavers.
8. Deck: C -15/32 Incline: 1/2
Base Sheet Two or more layers Type G2, "GAFGLAS Basesheet #75 ",
mechanically fastened.
Membrane: "EverGuard TPO2 Plus ", 45 mil.
Surfacing: River bottom stone, (3/4 to 1 -1 /2 in. diam) at 1000 Ibs /sq or
concrete roof pavers.,
;• Class A - Fully Adhe ed
Deck: NC Incline 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic, any
thickness.
Base Sheet (Optional): One or more layers Type G1, G2 or G3.
Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Granule Plus", " Ruberoid Mop" (Smooth or Granule)
or "Ruberoid Map Plus Granule" (granule).
Surfacing: Gravel, 400 Ibs /sq, loose laid or applied in a flood coat of hot
roofing asphalt.
2. Deck: NC Incline: 1/2
Base Sheet (Optional): One or more layers Type G1, G2 or G3.
Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule)
or• "Ruberoid Mop Plus Granule ".
Coating: Karnak No. 97, 1-1/2 - 3 gal /sq.
3. Deck: NC Incline: 1/4
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, any thickness.
Base Sheet (Optional): One or more layers Type GI, G2 or G3.
Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule),
" Ruberoid Torch Granule-Plus ", " Ruberoid Mop Granule" or " Ruberoid
Mop Plus Granule ".
Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq.
4. Deck: C -15/32 Incline: 1/2
Insulation: One or more layers perlite, glass fiber, isocyanurate, ure-
thane, perlite /isocyanurate composite, perlite/iuethane composite, phe-
nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.).
Base Sheet One or more layers Type G2 or G3.
Ply Sheet (Optional): One or more Sayers Type G1.
Membrane: One or are layers "RuberokiTorch" (Smooth or Granule),
" Ruberoid Torch Granule Plus ", 'Ruberoid, Mop" (Smooth or Granule)
" Ruberoid Mop Plus Granule ".
Sui'iiate,,Karnak No. 97; 14/2 - 3 gal /sq.
5. Deck: NC Incline: 1/2.
): One or more layers Type G1, G2 or G3.
re layers "Ruberoid Torch" (Smooth or Granule),
1.
Base Sheet (Optio:
Membrane: One or
Rtfl)emid Torch Gran
Surfacing (G tional)- ' . rnak "Nib 97t' or "169" at 1 -3 gal/sq or
Grundy Ind. "2(1-F Ernul ion" at 3 gal /sq.
6. Deck: C-15/32 ' Incline: 1/2
LOOK FOR THE UL MARK ON PRODUCT
2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU)— Continued
Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya-
nurate, urethane, perlite / isocyanurate composite, perlite /urethane com-
posite, 1 -1/2 in. min.
Base Sheet (Optional): One or more layers Type Gi, G2 or G3.
Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Granule Plus", "Ruberoid Mop" (Smooth or Granule)
or "Ruberoid Mop Plus Granule ".
Surfadng: Gravel.
h,. 7. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite.
Base Sheet: Two or more layers Type G2 or G3..
Ply Sheet (Optional): One or more layers Type 01.
Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Granule Plus ", "Ruberoid Mopi' (Smooth or Granule)
or "Ruberoid Mop Plus Granule ".
Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel.
8. Deck: NC Incline: 1/2
Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya-
nurate, urethane, perlite /isocyanurate composite, perlite/urethane com-
posite, 1 -1/2 in. min.
Base Sheet (Optional): One or more layers Type G1, G2 or G3.
Membrane One or more layers "Ruberoid Torch" (Smooth or Granule),
"Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule)
or "Ruberoid Mop Plus Granule ".
Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq.
9. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite,.glass.f'ber, 3/4 in.
min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet: One or more layers Type G2 " GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4 ", hot mopped
in place.
Membrane: "Ruberoid Mop 170 FR ".
Surfadng (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2
gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq.
10. Deleted
11. Deleted
12. Deleted
13. Deleted
14. Deleted
if 1 \t e>
14. •=Dec10C415 /32s -':,
Incline 1/2
Insulation (Optional) Perlite, fiber glass, isocyanurate, urethane or
perlite /isocyanurate composite.
Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type Gl, hot mopped in
place. -
Membrane RulreroiddMop 170 FR ".
16. Deck: C-15/32 Incline: 1/2
Insula 'on (Optional): Perlite, fiber glass, isocyanu . -, rethane or
perlite/1 . anurate composite, offset 6 in. fro
Base Sheet e or more layers Type G -. -3 base sheet, hot mopped
or mechanically • ed.
Ply Sheet (Optional): more Layers Type G-1, hot mopped in
place.
Membrane: • yer "Ruberoid mooth" or "Ruberoid Mop
Smooth ".
Mem • e: One layer "Ruberoid Mop 170 FR ".
17. D : NC Incline: 1
Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate,
urethane or perlite /isocyanurate composite.
Base Sheet: One or more layers Type G2 or G3 base sheet, hot.mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type GI, hot mopped in
place.
Membrane: One layer "Ruberoid Mop 170 FR"
18. Deck NC Incline: 1/2
Insulation (Optional): Perlite, fiber glass, wood- fiber, isocyanurate,
urethane or perlite /isocyanurate composite.
Base Sheet (Optional): One or more layers Type G -2 or G -3 base sheet,
hot mopped or mechanically fastened.
R0gF,;.OV;A44G,MATERIALS (TEVT) 195
Roofing Systems (TGFU)— Continued
Ply Sireat (O:e4ona11.: 9ne n: more' l- yer5 Tkpe G -1, hot mopped in
place; ,
Mem:rca:re:' .('ihe layer ' Ruoeroid Te=ch -Sire h" (smooth), "Ruberoid
Mop Smooth ".
Membrane: One layer "Ruberoid Mop 170 FR" (granule).
19. Deck: NC - - , - Nrr:ine: 1/2
Insulation (s'7pti3nai): OltR, or more layers perlite, glass fiber, isocya-
nurate, uretlanepr i?rljtelisocyanut'ate' omposite, any thickness.
Base Sheet One ormcre ?:ic's Type G1 3r G2, hot mopped or adhered
with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold
applied adhesive at 1 -1/2 gal /sq.
Membrane:. ,One layer "Ruberoid Mop 170 FR ", hot mopped or adhered
with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold
applied °adhesive at 1 -1/2 gal /sq.
20. Deleted
21. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Polyisocyanurate wood fiber, perlite, glass fiber
any thickness, hot mopped or mechaniclly fastened.
Base- Sheet: - One or more plies Type G2 "GAFGLAS #75" base sheets,
hot mopped or Mechanically fastened.
Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place.
22. Deck: C- 15/32 Incline: 1/2
Insulation. (Optional): Polyisocyanurate, wood fiber, perlite, or glass
fiber any thickness, hot mopped or mechanically fastened.
$a§e.Sheett One or more plies Type G2 "GAFGLAS #75" hot mopped
or: mechanically fastened.
Ply Sleet: One or more plies "Ruberoid 20 ", hot mopped in place.
Memibranei One or more plies "Ruberoid 30 FR", hot mopped in place.
23.. Deck: C- 15/32
Incline: 1/2
Insulation (Optional): Fiber glass or perlite, mechanically fastened.
Base Sheet: One or more layers Type G2, hot mopped or mechanically
fastened:
Ply Sheet Two or more layers Type Gl, hot mopped or mechanically
fastened:
Membranes "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot
mopped in place.
Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum
Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof
Coating" at 1 to 2 gal /sq.
24. Deck: NC Incline: 1/4
Insulation .(Optional): Polyisocyanurate, perlite, glass fiber orwood
fiber, 2in.'max.
Base Sheet Type 15 asphalt organic felt or Type G2, mechanically
fastened or adhered with hot roofing asphalt.
Membrane:: "Ruberoid Torch Granule 1" (modified bitumen).
Surfacing:: Karnak Chemical "Karnak No. 97 Fibrated Aluminum
Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof
Coating" at 1 to 2 gal /sq.
25. Deck: C -15/32 Incline: 1/4
Insulation: Two layers glass fiber (staggered joints), 1 in. each.
Base Sheet Type G2, mechanically fastened or adhered with hot
roofing asphalt.
Membrane: "Ruberoid Torch Granule 1" (modified bitumen).
Surfacing: Karnak .L;herinical "Karnak No. 97 Fibrated Aluminum
Asphalt Roof Coating" at 1 to 2 gal /sq.
26. Deck: NC :- Incline: 1/4
Membrane: "Raku Torch ranute 1" (modified bitumen).
Surfacing: Karnak Cheriffealirnak No. 97 Fibrated Aluminum
Asphalt Roof Coating" at 1 to 2 gal /sq.
27. Deck: NC Incline: 1/2
Insulation, (Optional): Perlite, wood fiber or glass fiber, 1 in. max,
mechanically fastened or adhered with hot roofing asphalt.
Base Sheet Type G2 or "Flex Base 60" (modified bitumen), mechani-
cally fastened or adhered with hot roofing asphalt.
Membrane: "Ruberoid Torch Granule 1 ", heat fused.
Surfacing: Monsey Products "Endure Aluminum Roof Coating ",
"Weather Check" or "Pro -Grade Aluminum Roof Coating", 1.5 gal /sq.
28. Deck: NC Incline: 1/2
Insulation (Optional): Perlite„wood fiber, glass fiber or isocyanurate/
urethane board, .2 in. max, mechanically fastened.
Base Sheet: Type G2 (modified bitumen), mechanically fastened or
adhered with hot roofing asphalt.
Membrane: "Ruberoid Torch Granule 1" (modified bitumen), heat
fused.
LOOK FOR THE UL MARK ON PRODUCT