RF-13-860Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 189965 Permit Number: RF -4 -13 -860
Scheduled Inspection Date: June 03, 2013
Inspector: Bruhn, Norman
Owner: INVESTORS LLC, SLP RESIDENTIAL
Job Address: 54 NE 100 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: AG STAR CONSTRUCTION INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile /Flat
Phone Number (954)243 -8197
Parcel Number 1132060131210
Phone: (305)803 -8048
Building Department Comments
REROOF TILE AND FLAT
Infractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
May 31, 2013
For Inspections please call: (305)762 -4949
Page 13 of 27
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
SITE SPECIFIC INFORMATION
Owner's Name: lt) X1-1 4.1 sif CAS 1-4� .$
Job Address: .J t.- '1 t 4PG. `4"'3 Mtn 1 S s
Roofing Contractor: ..L 4 TL? i 42- d _
Permit Number: �' ®d Type of Tile: t r Lit °'.. es.A.
Approximate Roof Height: 1 t feet Slope: 1 1 t % Approximate' quare Footage: '24, 'S, ® Pte
Type of Access to Roof: it, Ladder
OtherRequired Testin For e: 35 lbs.
Date Installed: 5 -�. Cs Date of Inspection:
Testing Equipment: €.G.E. lOOx Shimpo Instrument
1® t'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
Location
P or F
1
1T�", 4
21
�l
41
Q�s so
61
81
2
)
22
a
42
t
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
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
Je-
79
99
20
;..
40
r
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: ft
Area
Unl or fta
No. of Tests
Perimeter
•t
I, 4°
Field
91* fv
9
Corners
eZ.' ,
27,
Hips & Ridges
.Z .4.2.to -
1 0
RESPECTFULLY SUBMITTED BY:
EVer-e,w -cv .
Vinayagar M. Balakrishnan V Si 30it 3
State of Florida Lie # 63107
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111111111111111111114 IMISMIARVIIIMEMM11111111.11111
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MAY- 10-22913
P.1
s >�� €rays
BUILDING
PERMIT APPLICATION
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
Permit Type:
JOB ADDRESS:
City:
Folio/Parcel #:
BUILDING
FBC 20/
Permit No R& t? 460
'Master Permit No.
i= F S ,a- 2013
kie i 0 Sir
Miami Shores County:
�f -32 . -6!3.- ii/()
Is the Building Historically Designated: Yes NO
Miami Dade
Zip: ''.5133
Flood Zone:
OWNER: Name (Fee Simple Titleholder): P1NA RWU r c\ I 1\ n OPPhhon #:
Address: --^=.
Ct54 z -t Sl 1
City: State: Zip:
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: PA 5Ta 3 1 (IQ X10 Pi Phone#: 772/6 --°2& CVO
Address: ) �� ` �'� f
City: 44/ tQM / f State:
Qualifier Name: '7Ye / E o 044 P
State Certification or Registration #:
Contact Phone #:
DESIGNER: Architect/Engineer:
Zip!
"Phony #:
Certificate of Competency # C-ci /3 c9 9 0o
Email Address:
Phone#:
Value of Work for this Permit: $
Type of Work: °Addition °Alteration
Description of Work:
Square/Linear
UNew
ootage of Work:
air/Replace
°Demolition
v /1_6 y fir Q-
Color thru tile:
**** * *********4 * ** x******************** Fees* *****+ x* ***+ x**** ******** *******+x *****+x ******
Submittal Fee $ � Permit Fee $
Qa
Scanning Fee $
Notary $
Double Fee $ Structural Review $
CCF $ CO /CC $
Radon Fee $ DBPR $ Bond $
Training/Education Fee $
Technology Fee $
TOTAL FEE NOW DUE $
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 CONDmONERS, 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 ubject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspe i# which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not roved ' #min I. ectio fee will be charged.
Signa e ' Signature
Owner or
The for goin # instrument as ac
day of .i, Vii: , 20 . , by
who is pe�o all o t me or who has produced <L ho is personally known to me or who has produced
owledged
fore
Contractor
The foregoing instrument was acknowledged before me thi
day of ge)
20th, by e/ 6Q (7 Qare 2_
entification and who did take an oath.
NOTAR PUBLIC:
Sign:
Print:
My Commission Expir
DDIAV CUBI1.1.DS
CLP State of 1atId15
1 ota Y 4UbExPlles Sep 8810
APPROVED BY
as identification and who did take an oath.
K- Plans Examiner
Structural Review
(Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3115/09)
NOTARY PU
Sign:
Print:
My Commission
E4 e- L �s� RIES:AUG
p�o�Ob °fis w W.AARONNOW
FF��A
16
Y.com
Zoning
Clerk
Miami Shores Viiiage
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 2rld Ave
Miami Shores, Fl 33138
Re: Owner's Name: ‘31a Cwk C . ® \Y 1.Q
Property Address: XV sr P nevavV\. sVcre 5 9)3138
Roofing Permit Number:
Dear Building Official:
I 3Q GA Otc&C -Q certify that I am not required to retrofit the roof to wall connections of my
Date: L\ J \"A I \3
building because:
1 The just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was cons = d in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition ; ' ,. • uth Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
�o °p1 yeeo °° Iris Lopez
4$ !, 'tc' _COMMISSION#EE210435
s a
WIRES: AUG. 26, 2016
WWW.AARONNIOTARY.com
Beene°°
Oc cvx e. o
Print Name
Sworn to and subscribed before me this r2, day of
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,00 r_r 0, 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
mia i ade. o
Show Me:
Rope t>fonreibn
Search By:
Siedlirrni
Text only
Property Appraiser Tax Estimator
ga Property Appraiser Tax
Comparison
Summary Details:
Folio No.:
Property.
11- 3208013 -1210
54 NE 100 ST
Mailing
Address:
ANA MARIA OLARTE
54 NE 100 ST MIAMI FL
33138-
Pro
Pe
Information:
Primary Zone: 1000 SGL FAMILY -
101 -2300 SQ
CLUC:
Floors:
1 RESIDENTIAL -
INGLE FAMILY
/1
Living Units:
Ad' •F•.-_
Lot Size:
Year Built
e: 051
,625 SQ FT
1941
Legal
Description:
MINI SHORES SEC 1
,AIVD PB 10-70 LOT 6 &
'W1/2 OF 5 BLK 9 LOT
SIZE 75.000 X 115 COC
23051 -0725 01 20051 OR,
:259 -0696 0812 01
Assessment Information:
Year:
Land Value:
Building Value:
Market Value:
2012 J 2011
$96,540 $74,261
$188,618 188,61$
$285,158 2,879
Assessed Value:
$285,158 ($262,87
Taxable Value Information:
Year:
2012
2011
Taxing Authority.
Applied
Exemption/
Taxable
Value:
Applied
Exemption/
Taxable
Value:
Regional: 1$0/$285,158
County: ^+ {$0/$285,158
City:
$0/$285,158
School Board: 1$0/$285,158
$0/$262,879
$0/$262,879
$0/$262,8791
$0/$262,879:
Sale Date:
Sale Information:
8/2012
Sale Amount
$300,000
Sale O/R:
28259 -0896
Sales
Qualification
Description:
Sales qualified as a result
of examination of the deed
View Additional Sales
Additional Information:
Click here to see more information for this
mmunity Development District
ommunity Redevelopment Area
Empowerment Zone
http: / /gisirns2. miamidade .gov /myhome /propmap.asp
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All rights reserved.
Legend
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• Boundary
• Selected
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• Street
Highway
Miami -Dade
County
Water
1 of 2 4/24/2013 9:16 AM
NOTICE OF COMMENCEMENT . - •
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO4 cO%/ S
— 1� TAX.FOLIO NO.// 300 02/3/Z/0
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_
111111111111111111111111111111111111111111111
CFN 2013R0346720
OR Bk 28610 Ps 3458i tips)
RECORDED 05/02/2013 09:53:14
HARVEY RUVII4P CLERK OF COURT
MIAMI—DADE COUNTY? FLORIDA
LAST F'AGE
1. L gal description of property and street/address: golvt,i . -''e.. A y4 ?l f'd ,/6
2. Description of irnprovement:
3. Owner(s) name and address: • -.NJ
..�`' ®o S.t
33
Interest in property:
-Name and address of fee simple titleholder:
4. Contractor's name and address:
e
5. Surety: (Payment bond required by owner from contractor, if any) I HEREBY CERTIFY that tltis is 8
Name•and address:
Amount of bond $ .,'% ;e * -er0
6. Lender's name and address:
WITNESS my hsmd and
HARVEY %MN, CLERK, of Mull
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..Expirat'.te of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a •
differe t da.- specifi-d)
gna` re of Owner
Print Owner's Name
Sworn to and subscribed before me this day of
Notary Public
Print Notary's Name
My commission expires:
12101 -52 PAGE 4 10/04
, 20,
Prepared by �,.�
?OOF ASSEMBUES AND ROOFTOP STRUCTURES
Florida Building Code Edition 20Q7
High - Velocity Hurricane Zone Uniform Permit Application Form.
saefien a “r uhd.. {i )
Master Permit No. Process No.
Contractor's Name t7 6 J its” CO.17 ct C.417` 0fr 7
Job Address 5(40' e • 10064.
ROOF-CATEGORY
AilfLow Slope ❑ Mechanically Fastened Tile IAortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ New Roof
❑ Prescriptive BUR -RAS 150
ROOF TYPE
,Reroofing 0 Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
vei
.2,,3 ea
Sec_tit ri R /R os Ph n
..� q.zo
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.
•
FLORIDA BUILDING CODE — BUILDING
qi t.
..
1%.
h•---Ai
I 0
DATE
SNOUV1f1D3H ONV Sr-VIP 1' Ni i:, c'' ,IVIS
1V13(]3d T1V HIM 3JNhirldid_)oo i cns
ii
r111M
Ilif
It=
WOW
ii
CO
1L_I!1!
1
Oil
II
�
P
III
■1111
1
■ICI
o
¢
z
P
BLDG DEPT
r
■
C Pte;
,
FLORIDA BUILDING CODE — BUILDING
Section C (Low Slope Application)
Fill in specific roof asseiribly components Surfacing; 6
and identify manufacturer
(If a component is not used, identify as "NA ")
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High - Velocity Hurricane Zone Uniform Permit Application Form.
/
Fastener Spacing for Anchor/Base Sheet Attachment:
System Manufacturer: f 1 E;Q Ls
Product Approval No.:
Design Wind Pressures, From RAS 128 or Calculations:
P1 :- P2: 9-/* a' P3: /°
Max. Design Pressure, from the specific Product
Approval system: $r? •
Deck:
Type: r 1 PO 0 0.1)
Gauge/Thickness:
Slope: t
Anchor/Base Sheet & No. of Ply(s)(1 7S
Anchor/Base Sheet Fastener/`Bonding M lariat:
11/4/ R -s. nails �3t -r C,.i, -S
Insulation Base Layer: }1'
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 Piy(s):
Base Sheet Fastener/Bonding Material:
n; & No. of Ply(s): ¢ .1 " 9
Ply Sheet Fastener/Bonding Material:
p 9 fiyha I-1--
Top Ply: 6,41:--. a/ ilir'4 i 6i/Re
Top Ply Fastener/Bondin Material:
l y," 1i J45 ha /-*.
2010 FLORIDA BUILDING CODE — BUILDING
Field: " oc @ Lap, # Rows 2 @ ° oc
Perimeter: b " oc @ Lap, # Rows / @ "
oc
Comer: b " oc Lap, # Rows 7 @ ° oc
Number of Fasteners Per Insulation Board:
Field /1/14-• Perimeterli Comer
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
Parapet I
Hei ht
Mean
Roof
Height
15.35
IRidge Ventilation? /)/f I
low 4D Crik
,FiOOF ASSEMBUES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High- Velocity Hurricane Zone Uniform Permit Application Form.
Section D (St en Sin d Q o f S., `_m)
fy
Roof System Manufacturer: J
1Q 404 ray ity:lo .fs
Notice of Acceptance Number: 1 _... 0 L/ 3 0 ci
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
P1: ' I P2: s I P3: MO)
Maximum Design Pressure
(From the Product Approval Specific System):
,t/b' 1/6. 3H — 414-400 `rDa14/
Stee p Sloped Roof S tam A sc, intinn
Deck Type:
I Roo Siope:
: 12I
s(8 w cywoocl
'Type Underlayment: 4-30 ig-S by 0/-
1f) /A
Insulation:
Fire Barrier:
Mean Roof Height /
f)//9-
Fastener Type & Spacing:
Adhesive Type:
I / -s.Owls /4 7i
144_
Type Cap Sheet:
fo
Roof Covering:
Type & Size Drip
Edge:
I4x 3 /1 He /
FLORIDA BUILDING CODE — BUILDING
le
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High- Velocity Hurricane Zone Unilorm. Permit Application Form.
Section E (Tile Calculations)
For Moment based toe systems, choose either Method 1 or 2. Compare the values forMrwitb the values from Mf. If the M( Values are greater than or
equal to the Mr valves, for each area of the roof, then the rile attachment method is acceptable.
Method M Basedd'111e Calcatlahons Per 127" [ /�,, (�
(PI`•.34 Jl xxox78 '�+f ' ;�f9 ed = Mr + 1s Product Approval Mp (40 + tv
(P2: /v 6"x.�a ry,j )° )7.7 ( =M12 j • �2�j id: ApprovalMf .. d / (P3�4t1t *7' Xalt� O f --mx 7. 7' =43� D +Zd AgprovaiMf 'Z
Method 2 "Simplified Tile Cakulations Per Table ( /
Requited Moment of Resistance (Mr) From Table Below __ f product Aponnal Mf 6 / `7
Mr required Moment Resistance*
Mean Roof Height -'
. Roof Slope 1
15'
20'
25'
30'
40'
2:12�.�
34.4
36.5
38.2
39.7
42.2
Aerodynamic Multiplies
41110
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 fist of moment based tile systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems useMethod3. Compared the values for F with the values for Fr. Ifthe F values aregreaterthan or equal to the Frvalues,
for each area of the root then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pl x L = . x w: = ) - W: x cos 8 = Fri • Product Approval F' • (P2: X L x w: = ) - W: x cos 9 = F,2 Pmduct Approval F
(P3: x L = x vv: _ ) -W x cos B = Fr3 Product Approval
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
P1 or P2 or P3
RAS 127Table 1 o- byan engineering analysisptepatedbyPE based onASCE7
Mean Roof Height
H
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplies
.1.
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
MI
Product Approval
Required Moment Resistance
Ms
Calculated
MMinimum Attachment Resistance
F
Product Approval
Requited Ups Resistance
Fr
Calculated
Average The Weight
W
Pia Approval
'File Dimensions
I = length
W = width
Product Approval
All calculations mast be submitted to the banding 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)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
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 /Dera
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: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle
Low Profile Concrete Tiles
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 revises NOA# 11- 0321.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofmg
Roofmg Tiles
Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, FL and described in Section 2 of 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 section 4
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Applicant Dimensions
Bel Air Concrete Tile L = 17"
W= 121/4"
Thickness =1 /z"
Bel Air Double Eagle
Concrete Tile
Ponderosa Concrete Tile
Ponderosa Double Eagle
Concrete Tile
Golden Eagle Concrete
Tile
Trim Pieces
MIAMI•DADE COUNTY
APPROVED
L =17"
W = 12'/4"
Thickness =1/2"
L = 17"
W=121/4"
Thickness ='/2"
L = 17"
W= 121/4"
Thickness =1/2"
L= 17"
W = 12'/4"
Thickness =1 /Z"
1= varies
w = varies
varying thickness
Test Product
Specifications Description
TAS 112 Flat profile concrete roof tile equipped with two
nail holes. For adhesive set, direct deck or
battened nail -on applications.
TAS 112
TAS 112
TAS 112
TAS 112
TAS 112
Flat profile concrete roof tile equipped with two
nail holes. For adhesive set, direct deck or
battened nail -on applications.
Flat profile concrete roof tile with slate finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile with shake finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Flat profile concrete roof tile brushed finish
equipped with two nail holes. For adhesive set,
direct deck or battened nail -on applications.
Accessory trim, clay roof pieces for use at hips,
rakes, ridges and valley terminations.
Manufactured for each tile profile.
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 2 of 10
2.1 EVIDENCE SUBNIITTED:
Test Agency
PRI Asphalt Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
ERPF- 001 -02 -01
7161 -03
Appendix III
7161 -03
Appendix III
7161 -03
Appendix II
P0402
Letter Dated Aug. 1,
1994
P09647 -01
94 -084
25- 7094 -(2, 5, & 8)
25- 7183 -(5 thru 6)
25- 7214 -(1, 5 , & 8)
25- 7487 -2
25- 7496 -(1 & 4)
25- 7804 -6
520109 -1
520111 -4
520191 -1
Calculations
Calculations
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs.
smooth shank nails
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Wind Tunnel Testing Aug. 1994
TAS 108 (Nail -On)
Wind Tunnel Testing Aug. 1994
TAS 108 (Mortar Set)
Static Uplift Testing May 1994
TAS 101 (Mortar Set)
Static Uplift Testing Oct. 1994
TAS 102
Static Uplift Testing Feb. 1995
TAS 102
Static Uplift Testing March, 1995
TAS 102
Static Uplift Testing Dec. 1995
TAS 102
Static Uplift Testing Dec. 1995
TAS 102
Static Uplift Testing Sep. 1996
TAS 102
Static Uplift Testing Dec. 1998
TAS 101
Static Uplift Testing March 1999
TAS 101
Aerodynamic Multiplier Sep. 2006
Restoring Moments Due to Gravity Sep. 2006
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 3 of 10
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 in accordance with TAS 106 may required,
refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle
Flat Concrete Roof Tiles 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)
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
11.4
1.42
1.03
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile
A (ft3)
A (ft3)
Batten Application
Direct Deck Application
Bel Air, Bel Air Double Eagle,
0.301
0.278
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat Tile
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 4 of 10
Table 3. Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
Greater than
7 ":12"
Bel Air, Bel Air
Double Eagle,
Ponderosa,
Golden Eagle,
Ponderosa
Double Eagle
Flat Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
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
Bel Air, Bel
Air Double
Eagle,
Ponderosa,
Golden
Eagle,
Ponderosa
Double
Eagle Flat
Tile
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 Screw
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
2 -10d Ring Shank Nails' 1 50.3 1 65.5 1 48.3
1. Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile.
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 5 of 10
Table 5: Attachment Resistance Expressed as a Moment Mf (ft -Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle, Ponderosa
Double Eagle Flat Tile
Adhesive'
31.32
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3M' 2- Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Resistance
Bel Air, Bel Air Double Eagle,
Ponderosa, Golden Eagle,
Ponderosa Double Eagle Flat
Tile
3M'M 2- Component Foam Roof Tile Adhesive AH -160
118.93
3M'm 2- Component Foam Roof Tile Adhesive AH -160
40.44
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PolyProT"".
Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
Eagle, Ponderosa Double Eagle Flat Tile
Mortar Sets
43.9
5 Tile -Tite Roof Tile Mortar.
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 6 of 10
5. LABELING :
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved ".
EAiiIL-
FL ORIDA
BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 7 of 10
PROFILE DRAWING
BEL AIR
BEL AIR DOUBLE EAGLE
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 8 of 10
PONDEROSA
PONDEROSA DOUBLE EAGLE
MANMADE COUNTY
APPROVED
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 9 of 10
GOLDEN EAGLE
END OF THIS ACCEPTANCE
NOA No.:12- 0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 10 of 10
BUILD D CO NIP O C C
PRODUCT CONTROL DIV1SI
MIAMI -DARE COUNTY. RSA
FLAMER KIMONO
STREET, SUITE 1603
FLORIDA 33130-1663
(30 3' S. H FAX (305) 375-2
SCOPE:
This NOA is being issued under the ap
'als. The documentation subrn
and Product Review Cumin
Authority Having J ° ;r'i 'on
This NOA .. n be will y ,u a on stated below. The
Control Division (In Miami dfo� a AHJ (in areas other
reserve the right to have this pradu or es.
material fails to for quality assurance pug,
in the accepted manner, the manufacturer will incur the expense
and the AHJ may immediately revoke, modify, or suspend the use of such
their jurisdiction. BORA, reserves the right to revoke this p
County Product Control Division that this * if it is et the
applicable building code. product or material faits to meet the
This product is approved as
Code and the High Velocity Hurri
ON: GAF Convex:din
ud
ing the use of construction
by the ::. x °dt
whte ai
dinl4
d has been designed
e Florida Blinding Code.
Built Up Roof Sys for Wo
Product
County)
d or
of such rig
Vial within
mini-Dade
is of the
Building
e or logo, city, state
otherwise noted
f this NOA shall be
in the sppi' le building
N of this NOA will oteur
terials, use, a . =nor
uet, for sales, adv
rnply with any section o
NOA.
follow
display
INSP ; A copy of this E "re NOA shall be rev' „�..
distributors and be available for ” p to the user by the szsareufsr.tur�ar or
inspection at the job site at the request of the Building 0
This NOA
Tfie sub
iaion or
or to 1 o this NOA as an
ly terminate
OA shall be cause for termination and removal of
. The NOA number preceded by the words Miami -Dade County, Florida, and
Mon date may be displayed in advertising literature. If
ae done in its entirety. Y Ian of the NOA is
ses NOA loo. 03 -0501.05 and consists of ; ; „ 19.
d tl 'an vvas reviewed by Y *: L. Acebo.
NOA No.:
Expiration
Approval Date:
Page o
is
FireOutT4 Fire
Underl n r vat or
GAFGL.AS' #80 ULTIMAT1::e Sheet, S f TAB
Mailable, RUBEROIDe Modified Base Sheet, RUB
Heat -weld , .r, ; or RUBBROrf Heat- Weldrm 25 ha
f- red to deck below;
G r Ply 4, GAPGLAS° Flex PIyTM 6, GAFGL.AS4 #7
and of abo Base sh to deck with
ing of 9" o.c. at
Ps at
the field.
to
a G g Ply 4, G GLASs' Flex PIyTM 6, GAFGLAS° #75..b
any Q o ase s ��M : " _' Sh or
or # l s S to deck with Drill -Tecnn #12 $ :. , #14
crews and 3" Drill -Tech steel ply or Drill -Teen" Accu ,
12" o.c® in 3 rows. One rat' is in the 2" side lap. The are
....r r� ly 12" o.c, in the field of the akt
e Sps_f, See
GAFGLAS° #75 any of ah .: v
Drill -TecTm #12 standard, #i4 or # 15 Screws and 3'$ ill -T s k e or
o
Drill -TecT AccuTrac Plates, 12" o.c. in 4 rows. One row is itt 2" s l�
The outer rows are equally spaced approxi ly 9" o.c. in the f d of the sheet.
on FA
ring shank nails
g of9" o.c. at
Any of above Base sh
and 3" my I1 -TecT" _
the 4" lap " s in two rows 9"
—60Fsf See
deck
plates at
the field.
Pre jjre —60 psf, See General
#?j
NOA No 474219.49
Expiration Dates 11103
Approval Dates
Page
Cap
GAFGLAS' 075 Bass S or any of above .. h to k with
Drill-Teem 012 -,m 4or€15 "." 3 'llT 1 or
Drill -- Ter ..- T P . 8" o.c. in 4 rows. s x- ss in 2" side tap.
The other rows s ox o.e.n field of the sheet
Of
G
mopping saf ap r v asph:
oft
(Optional, required if RUB
rnem e) Install one of the
1. Gravel or slag applied at 400 lbs./aq, and 300 lbs.tsq....x * rely in
a flood coat of approved asphalt at 60 lbs./sq. or appt ire a flood
coat of Leak Buster"' Matrixrm 103 Cold Pro.ess A applied
at a rate of 3 galisq.
2. GAFO Mineral S -red Cap Sheet, GAFGLAS® Ene • Cap
S
or
m a full
karate
UB OID' 20 is top
adhered in a full mopping of approved
VT range and at a rate of 20-40 lbs./sq.
303 -g ium Fig _ Aluminum Roof
4. Leak Btu'
TOPCOAT$
Membrane,
5.. Leak Buster
Membrane,
6.
7.
TO
6A
5,
A F
.5 galisq.
322,
Roofing
X E m flag
of coating Iz' at 1 to 1.5 gal./sq.
based Elastomeric Roofing
Advance t ' ; Teehnolol
collector auxiliary roof e
mamifacturets aped& .. o
Above
pli-
1(10 SB Solvent
to 1.5 galisq
e solar energy
ompi.iance with
Codes.
P40A No.: -IZI9,
Bap n Date:
Appr l Da
Page I8 aat' 19
WOOD D,
A slip
sheet.
2. Minim
wood deck.
G
TATTONS:
A o
Ply 4 and
A 'Type X
Lion is not part of this
of this product,
y be installed in multiple layers.
1 Approval ":_ ire All other
within the EVT and at a rate of 2 1s
ern of the top
3. Apanel sizes are = r wle for
be 4' st 4'
4. An overlay and/or recovery board insulation
insulations when the base sh is fislly mo»
applied using spot mopping with approved asp t, l2" diameter
ribbons in three rows, one at each sidelap and one down the center o_ A�
area of ventilation. Encircling of the strips is not a . ble, A 6" break
each ribbon to allow o v titation. Asphalt application of either
12 lbs.isq. Note: $ t s s ti be a
5. F.: : ing
Ibf,
Plym b when used as a mechanically fasten
a eu
ble to be installed ds . over the
Approv
2' in
of
S
e of 275
field-
Roofing
Perimeter and co
Fastener
Roofing Applies
Professional
spec
All ° got
conform with Roofing Ala
9. The maximum desi ed pre
ors eoon wt the i v I s< ist a
s i i re d +w
P s a 'd Arc
Y su 6aidd n sp:
T A Ii " n S �; T 105
., I7.
e 1 ply with.., uplift ,• _....;e u pis 0
I °.•
or both insulation and • , sh
7, 1ations ` e; 9 d 1
and corners). Neither
pressure zon
Hy rife
n shall have a
fo
w be app e.)
edit in o
field,
A No.: 07- 1219,09
Exp t€oa Date: 11/04/13
Approval ' : te: 0 317Atms
Pagel9of 19
TGFU.R1306
* *
ring Systems
Roofing Systems
GAF MATERIALS CORP
:361 ALPS n
WAYNE, 11.1 07470 USA
'Ruberoici 20" or "Ruberoid Modified Base Sheet may be utilized as en alternate to Type G2 base sheets in any of the following
=7;assifeations,
1/2-ie, thick (minimum) gypsum board or 1/4-in. thick (min) G-P Gypsum Corp. "CansOeck t3 Rooftxoard," "DensDeck Pr're0 Roofooard" or
"Der DuraGuard Reofboard" my be used in any existing riontombustible deck Classification. When this is dcne, the resulting roofing
system is acceptable for use over combustible (15/32-M, minimum) roof decdcs. However, the butt joints in the gypsum board and G-P
GYPsurn Corp. 'Oenspeok e Reofbeard," "DensBeck Primate Roofooard" or "DerisDecit DuraGuard fteofboard" are to offset e mirerrierr, cf
with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below theoverlayrnent board,
MLfitiple pims of "GAFG'LAS Ply 4", "Tri-Ply Ply 4'°, or "Ply 6' may be adhered o G-P Gypsum Corp. "DensDeck Roofboard," "OensDecic
PrerieS Roofboard" or "DerisDeck DuraGuard Roofboard" in hot roofing asphatt.
"EnergyG'uard latra" is an acceptable alternate to "ErteroyGuare in any applicable Classification.
'GAF Stratavent Eliminator Venting Base Sheet (Stailebter may be mechanically attached or hot mopped over noncombustible decks an as a
recover over existing roof systems.
-,ZAFGLAS Partite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems.
areess otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive.
Poystyrere reference in any of the following Ctassfications include 'ENERGuard EPS Insulation".
References to glass fiber insulation include "EnergyGuard Fiberglass Insulatierre
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
type G2 aspaccit glass mat base sheet ("GAFGLAS #75 Base Sheet', "Tn-Ply 75 Base Sheer, or "GAFGLAS #8O t.ILTIMAT) s a suitable
seternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS Ply 4', "Tri-Ply Ply 4, or "GAFGLAS Ply 6°) in the Class 4, B or C roof systems
iedicated below.
71e reef fleck may first be covered with a Type Ce2 asphset glass mat base sheet 'GAF Stratavent Eliminator Venting Base Sheet (Perforateca'
cr 'GAF Stratavent Eliminator Venting Base Sheet 01,ailablej." Perforated to be loose laid or mopped and nailabie to be rnecnanically atzachao
g7arw,*)
se down.
As an option Type G2 eaphak glass rnat base sheet ("GAFGLAS #7S Bese Sheet' or "Tr-Ply #7S Base Sheet" or "GAFGLAS *80 uLTItee- er
'GAF Stratavent Eliminator Venting Base Sheet (Nailabler may be setistituted fur Toa G1 asphalt glass fiber ply snaat ("GAFGLAS Par 4 Ply 4" or "GAFGLAS Ply 6) as the nailed base ply in the following systems.
Soteom ply cr base shaet may be solid mopped, spot mopeed or hancally rasseried,
)nies therwse nal
n bonS may be hot mop e-A or -nechanicrtly fIstenad.
'C'AFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems
When "perlite' is referenced, this includes "GAFTEMP PERRALITEq" ene rter UL atassifed pertite insulation.
.'N?"‘Pc 7 T SF NT/ 1 F RAMEIshowv asze htrni?n am e= T
R
-Crushed stone or star 4:13 su,teble alternates far gravei in any of the Class A, or C systems listed,
ctra; cement F:ber building units are considered suitable cc' be Included as a
:5/32 or NC.
th Da SS A, 6 or C systems lister': over Z•
The ,.ise of gypsum board under any of the following Cass A, S er C systems does not adversely effect the ratng. The use of Ye-irt. mlnirtr•-.rn
gypsum board is an acceptable alternate for insulation over C-26/32, decks.
The use of polystyrene insulator board between minimum 3/4-in, thick perlite board artd deck with rosin paper (perfite/rosin
baper/colystyrene/perlite) is a suitable alternate for polyiscryanurete board in the following Class A, E or C ysterns.
'Energy Guard RA or 'Tapered E-nergyGuard RA" or "Energy Guard Composite FA" may be substituted for any Atlas pt0Jsceyanurate
rzs,.;ation 1.71 any of the foliowing ciassifi-cations,
frcmbuil "Parma Mop" may be utilized with, any of the following 'Asphalt Felt Systerns with Hot Roofing Asphalt".
GAFGLAS 480 Premium Base Sheet may be used in any of the following systems,
"GAFCLAS Flex Ply 6" end Tri-Fly Ultra-Flexible Ply 6" are suitable alternates to "GA.FGLAS Ply 6'.
"GAFTEMP Perrralite Recover Board' may be used ij iet t f any pert le insulation in any of the following NC Classifications,
Unless otherwise indicated, any of the 'Asphalt Felt Systems with Hot Roofing Asphalt' may be surfaced with "Fireshielc1 MB" at 2V to 3-
ga1/100-ft2.
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Rubercid Heat Weld" SS$ roonng membrane may be used in lieu of "Ruberold Mop' SBS products in any applicable Classification,
1 Deck: C-15/32
Incline: 3
A
Insulation (Optional): — ore or more layers partite or wood fiber or glass fiber or polylsocyanurate or urethane or
perlite/polyisocyenurate composite or perlits/urethane composite or wood fiber/ polyocyanurate composite cr phenolic, any
thiCkneSS,
Ply Sheet: — Three or more plies Type GI. or 'CiAFGLA5 Ply 40 or 'Tri-Ply Ply 4" or "CAFGLAS Ply 6' hot mopped.
Surfacing: — Gravel.
2. Deck; C-15/32 Incline: 2
Insulation (Optional); — One or more layers partite or wood fiber or glass fiber or poiyistecyenurate or urethane or
earl composite or partite/urethane composite or wood fiber/poIrsocyanurata composite or phenolic, any
thickness
Ply Sheet; — Three or mare plies Type G1 or "GAFGLAS Fly 4' er "Tri-Ply Ply 40 or "GAFGLAS Ply 6,
Cap Sheet: — One ply Type G3 "GAFGLAS Mineral Surfaced Cap Sheet' or "Tri-Ply Mineral Surfaced Cap Sheet.
3. Deck: 11C Intik:as 2
Insulation (Optional): — One or more layers parka, wood fiber, glres fiber, rolyisocyenurate, urethane, perlite/PciY140
composite, perlite/uretharie composite, wood tber/poiyisocyenurate composite, phenolic, 2-in. maximum.
Pty Sheet: — Two or more plies Type GI "GAFGLAS Ply 4" of Tri-Ply Ply 4'„, "7-.AFGLAS Ply 6.
Cap Sheet: — One ply Twee G3 "GAFGLAS Mineral Surfaced Cap Sheet' or 'Tri-Ply Mineral Surfaced Cap Sheer,
4, Deck: ',‘:C
IrIcl,ne; 1/2
Insulation; — One or two layers "Isotherm R", any thickness, hot mopped.
Any UL Claisified gravel surfaced Class A ?sphalt glass fiber mat system.
r
Incline: 1
nwrate
ho .h `)11ame=TGFU R I 306&ccns
; — Red rosin paper, raiied dec4,
Type C$2 IFGLAS *75 Base Sheet Sh or 'Tr.Py *75 Base Sheer (may be naileO).
y Ply 4' pr GAFGLAS Ply 6".
p Sheet" or "Tri-Piy Mirearai Surfaced Cap Sheer.
Cap Sheet:
k: NC
Base Sheet: — One py Type G2 "GAFGLAS *75 Base SPv or 7n.Piy o7S Base Sheer.
Ply Sheet: — Cne or r'ore piles Type G1 "ALAS Ply 4' cr "Tri-Piy Ply 4" or -GAFGLAS Ply 6,
Cap Sheet; — Ore py Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" Qr 'Tri-Ply Mineral Surfaced Cap Sheet".
7. Deck: C-15/32
Thant: 2
Insulatitsn: — One or more layers peritts, glees Pber, ooyisocyanurate, uretnane, perlite/polyisocyenurate corr,posite,
oeeitefuretharie composite, phenolic, 1.0 n. min (offset a minimum of 5.in. from plywood deck joints).
Base Sheet — One or more plies Type j. or Type G2 or Type G.3.
Membrane: — One or more plies "Ruberold Torch Smooth or "Ruberoid Torch Granule" or "Ruberoid Torch Granuks Plus" or
-Ruberold Mop Smooth" or "Ruberoid Mop Granule' or "Ruberold Mop Frr:JS Granule" or -RoofMatch SSS Modified Granular° or "Tri-Pfy
SSS Modified Bitumen Membrane" or "RocfMatth APP Modlfteri Granular or Tri-Ply TP-4G" or "Tri-Ply TP-4".
Cap Sheet: — Type 33 "GAFGLAS Mineral Surfaced Cap Sheet' or "Tri-Ply Mineral Surfaced Cap Sheer hot mopped.
S. Deck: C-15/32 Incline: 2
Insulation (Optional): — One or more layers pet-lite or wood fiber or g4,ss fiber or isolyisooyanurate or urethane or
thickness,
perlate/polylsocyanurate composite or peritte/urethane Composite or wood fiberipolyisocyanurate composite cr phenol , y
Base Sheet: — Two or more plies Type G2 or Type G3,
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more plies "Ruberold Torch Smooth' or "Ruberotd Torch Granule' or 'Ruberottl Torch Granule Pius' or
'Ruberoid Mop Smooth- or "Ruberoid Mop Granule' or Ikuberold Mop Plus Granule' or "RopfMatCh SSS Modd Granular" or "Tri-Py
S3S Modified Bitumen Membrane" or "RoofMatch APP Modified Granular' or "Tri.Ply TP-4G' or "Trl-Piy TP-4*,
Cap Sheet — Type G3 "GAFGIAS Mineral Surfaced Cap Sheet' or "Tri-Ply Mineral Surfaced Cap Sneer hot mopped.
9. Deck: NC
Incline: 2
Insulation (optional): — Partite or otees fiber or poiyisocyanureta or wood fiber or mechanically fastened, any thickness.
same Sheep — one of more plies Type G2, "GAFGLASS #75 Base Sheet" or 'Tn-Ply #76 Base Sheet',
Ply Sheet; One or more plies Type G1 'GREGLAS Ply 4" or 'Tr-Ply Piy 4" *r "GAFGLAS Ply 6".
Cop Sheet — Type G3 "GALAS Mineral Surfaced Cap Sneer or l'rl.Pty mineral Surfaced Cap Sheet" hot mopped,
Surfacingt 'Pi:v*01110cl MES" appLed St 214 to 3.0-gaL/10r-ft2,
IC Dec C 15/ 3 2
Inelfrm
1
Insulation (0 — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane Or
thicknesS.
peNitejpolyisocyanurate composite or periite/drethane composite or wood fiber/oolymocyenurate compote or pheriok, any
Ply Sheet: — Three or more plies Type GI 'GAFGLAS Ply 4' or 'Tri-Ply Ply 4' or "GAFGLAS Ply 6.
Cap Sheet. — 'EneroyCep Mineral Surfaced Cap Sheet".
1: Deck: NC
Lneilnei 1
Insulation (Optional): — One or more layers perilte or wood ber or glass fiber or oysocyanurte or urethane or
perlita/polyisocyanurate composite or perfite/urethane composite or wood fiberipolyisoryanurate composite cr phenoliC, 2.tr
maximum.
Ply Sheet: — Two or more plies Type G1 "GAFGLAS Ply 4" or "rn-Ply Pty 4". or "GAPGLAS Ply 6.
Cap Sheet: — "Ener;yCep Mineral Surface Cap Sheet
12. Deck: NC
Incline: 2
Base Sheet — One ply Type G2 "GAFGLAS *75 Civ:t !7f1e2r `77•9Y 75 ai
Ply Sheet: — One or more plies Type GI "GAFGLAs Ply 44" or "TN-Hy Pty 4" or "C.N4FGiAS Pty 5".
Cap Sheet: — 'EnergyCap Miner& Surfaced Cap Sheet",
13. Deck: C-15/32
Incline: 1
— TVPVT.f)
how-Dage.htrni
.1rsarnp.....TaPT D 1 1114
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
Mani', Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.m1amid ad e.Eov /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 NOM 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
1
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Alm 2-Component Foam Roof Tile Adhesive AB-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 proved 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
Specifkations
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
N/A
Dispensing Equipment
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:
I. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
APPR3V;:iD
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.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 LbsJFt2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158T., 100% Humidity, 2
weeks
86%
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Data 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 Afencv 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 SSTI) 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. 3Mrm 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 3Wm 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.
w
2
F= *
Ms
:APF;zCvED!
NOA No.: 12-022&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 3MT' 2- Component Foam Roof Tile Adhesive AH -160.
2. 3Mns 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
fltachment with the use of 3MTh 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. 3MTd 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 3MT", 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. 3Mnd 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)
35
7 /side on cap and 34/pan
24
Flat, Low, High Profiles
High Profile (2 Piece Barrel)
1
1
Flat, Low, High Profiles
Flat, Low, High Profiles
#2
#3
Two Paddy Weight per
paddy Min. (grams)
N/A
N/A ....
N/A
8
NOA No.: 12 -0228.18
Expiration Date: 05 /10/17
Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3M1112-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
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05110/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
NOA No.: 12-022&18
Expiration Date: 05/10/17
Approval Data 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 70f7
c�v >w
i
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
6
R4402.13.1 Scope. As it 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.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The 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
providing 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
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 Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling:. 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
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance.
5. .P' .0 Ponding water: The current roof system and/or deck of the buijding may not drain well and may
cause 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
original roofing system is removed. Pounding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded 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
accordance with the requirements of Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life ofthe
AO 5
Owner Age s Signature Date Contractor Signature Date
Revised on 7/9/2009 LD