RF-07-2228Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
nsl n Numbe
NSP -66
Inspection Date: 11/20/2007
Inspector: Grande, Claudio
PermtNu
Owner: RODRIGUEZ, IVAN
Job Address: 390 102 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: ISAACS ROOFING & INSULATION CORP
7-2228
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060135110
Lot:
Phone: (305)234 -5234
Building Department Comments
RE -ROOF TILE TO TILE
1
Passed
�
Inspector Comments
CC i i ipR__
l,'s
60 46,-;
Z---------
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Monday, November 19, 2007
Page 1 of 2
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE
PROTOCOL TAS 106
Project
No 09910
SITE SPECIFIC INFORMATION
Owner's Name. ' , c- D, _R- 16-4
Permit # i
Job Address: `5 C to +1,
Roofing Contractor i7' j d +�w�> t
Type of Tiled � d —F0Auhdi
Approximate Roof Height: feet
Type of Access to Roof: Scaffolds
Square Footage of Roof: k, 4 ft2
Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100
Date Tested: I �
2. 2-1—P
Date Installed: 1 I° 4-"
Roof Pitch: r
Other
TEST RESULTS
P = PASS, F = FAIL
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or 9
Test Location
Uplift Pull Test(P or 9
Teal Location
Uplift Pun Test(P or 0
1
�j )
26
r ` 0)
51
76
77
2
C
27
f
3
28
53
78
4
29
54
79
5
30
55
80
6
31
-
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
38
61
88
12
37
82
87
13
38
63
88
14
39
84
89
\
15
40
65
90
16
41
86
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
48
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
50
_
75
100
IN ACCORDANCE WITH TH CRITERIA OF PROTOCOL TAS 108, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TE
THIS REP •-'. S = ITTED BY:
' 1600.00,,, (<-
P.E.
--'
1.: — ei
Lab Certification # 98 -0608
State of FL Certificate Authorization # 4100
Sketch of Roof
Job I ai Ail ° 40 F1
Sheet Number Hof
Contractor -Ft t;
Checked By
Scale
■■■■■■■■■■■■■■M■■ ■■■■■.■■■■■■
IIIOP!!'!'!IuIIOhIIHIIIHhI
MMEMINEMWOMMEMEMMEMEOHNIMMOMME
MEMMEMARROMMONEMENNWMAUMEMMMEMM
lummmummsagegmmuspommummummil
Immumminc - mimmirtmonnommumm
mmummumnsaillgama immumummil
mommummmommmummummitennommumm
mmilmnimmammirmammammummumm
1111111111.11111111111
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
IIMMEMMEMIMMEMMEMMEMINIMMIIMMIMMEM
MEMINIMMEMMENIMMEMINIMMEIMMEMINIM
Notes:
RE: Permit #
Miami szetid'e
Vicep Vefra'ztme ee
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www.miamishoresvillage.com
DATE: it ° &o • o-7.-
INSPECTION AFFIDAVIT
, licensed as a (n
(Print name and circle License Type)
License #: s'S•C;
On or about
Contractor /
FS 468 Building Inspector
(Date & time)
econda water barrier
rk at
laamwmi
Novo 72001,
BY:
ngineer / Architect,
, I did personally inspect tr e roof deck nailing nd /or
3e3 o ak■C /02 Sr;
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S)
Signature
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 1
Notary Public, Sate of Florida at Large
day of N1011/ /9-001
s C,1 ,0 1-
��
c!?.....,, G4v-. ci•
pection.
or each
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to1'n
Include photographs of each plane of the roof with permit # and address # clearly shown marked on t -�o
inspection
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder) 1.J U4 . i 13 Q— e.DT —iotuC `— Phone #
Owner's Address Je't c7 1.1.70.
. L02_ c l
City M . �- - SILMIZS State pi,. Zip
Tenant/Lessee Name Phone #
Permit No.'g. ,
Igt NOV 0 2 2007
BY:
i -A2 3
Master Permit No.
Job Address (where the work is being done) 3c1 0 02 sr
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL # /
Is Building Historically Designated YES NO •
Contractor's Company Name S44A C 5 12,F,- ,�• � ��
Contractor's Address ? ! (p
City + mot 4 State .rr
Qualifier Name
Phone # 6P
.915(i)
Zip
Phone #
State Certificate or Registration No. Le-c., 15 25 SS (p Certificate of Competency No.
Architect/Engineer's Name (if applicable) Ler A—
Value of Work For this Permit $ 7 0.‹.0
Type of Work: ['Addition ['Alteration
Describe Work: 04-
Phone #
Square / Linear Footage Of Work: 1,
['New
v �
Repair/Replace . [' Demolition
************************* ** * * * ** ** *****Feesb�******* **�x * * **
Submittal Fee $ Permit Fee $ . CCF $ 4.10 CO /CC
Notary $ 5.0 Training/Education Technology ' ��
,/� Trainin ucation Fee $ � - Technolo Fee $ �'� ' C�
Scanning $ 9, 00 Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 501 -
See Reverse side -,
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 ! proved and �reinspection fee will be charged.
Signature
Owner or Agent
The for•,.oi F. i strument was
acknowledged before e this
ofR 1 -. 0mby V IulQL.
who is personally kn.twnn to me or who has produced
26 2Z� Identification and who did take �
l.�5
C�S'p4C.)). et '1,
oa >° oo Sct'4o�o
G4,0
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 07/10/07)
Signature
Contractor
The foregoi g 'nstrument was acknow edged be .re me thi
day of , 20[, by 1/1
who is personally known to me or who has produced
ti
as identification and who did t ry0
saw
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
•/-7
Plans Examiner
Engineer
Zoning
This Instru ent Prepa
Name -1-4C4,-Ac
Address
C :Fhd 2C07R1067888 OR
RECORDED 11/05/2007
HARVEY RUVIN CLERK
ST PAGE
Permit No.
1 11111111111 11111111111111111111111111111 1111
BK 26031 Ps ps)
15:09:50
OF COURT? MIAMI—DADE COUNTY? FLORIDA
NOTICE OF COMMENCEMENT
Tax Folio No.
STATE OF
COUNTY OF
THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: (legal description of property, and street address if available)
t- lO�sr °(y
0 -
o
Low
g?
0
2. General description of improvement:
"f. (c rb "Tr cc
3. Owner information
a. Name and address: �,a,J(j�r.r: r �s9t� ,►.:
b. Interest in property: a6'— 4' - 006 /0051 '/ A-4 ,SAA,frt5
�f
c. Name and address of fee simple titleholder (if other than owner): 3313
4. Contractor. �sA,AG� ®Jr . fir,
a. Name and address: '2-4$ �J T ° ///�
b. Phone number: �r
"7. LT) � L (0
5. Surety
a. Name and address:
b. Amount of bond $
c. Phone number:
6. Lender
a. Name and address:
b. Phone number.
,40
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:
a. Name and address: y'"' l�
b. Phone number.
B. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In
Section
713.13(1)(b), Florida Statutes:
a. Name and address:
b. Phone number.
9. Expiration date of 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 I, 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, CONSU WITH YOUR L -VDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COM EM NT.
T '
r� Utv�.a �nH9)z -z=
er or Owner's Au orized Officer /Director
Signet's o 0
Partner /Manag er
jSiignatory's / ce 1
lX/ ay of
Flay r .UIl�11�'
The f rego ng instru nt was acknowledged before me this dear) by UiC1)l,tr.Q.�.
(type of
name o person) as (name of party on
authority, ...e.g o cer, s ee, a amey n ac
behalf of whom instrument was executed). '� t ■ e 1 J ad a103
MQ
�� � i of person
{ officer, trustee, attorney fact) for
NOTart nimicimaTE OF FLORIDA
Claudia V. CubilloS
':Commission #DD717923
.y...,...., Expires: SEP. 23, 2011
BONDED THRu MANTIC BONDING CO.,1NC.
Signa re of Notary Public — State of Florida
Print, Type, or Stamp Commissioned Name of Notary Public
Commission Number
L�Personally Known _ or Produced Identification t) ft 16
Verification Pursuant to Section 92.525. Florida Statutes
02- 2Co fau
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 of Natural Person Signing Above
CITIZENS PROPERTY INSURANCE CORPORATION, WIND ONLY POLICY
6676 Corporate Center Parkway, Jacksonville, Florida 32216 -0973
INSURED NAME AND ADDRESS
RODRIGUEZ, IVAN A. AND VIVIAN D.
390 NE 102ND ST
MIAMI SHORES, FL 33138
POLICY TERM
4CITIZENS
eennut rorvuec. m�vad+ms
THIS IS A
DWELLING
6/10/2007 TO 6/10/2008 AT 12:01 A.M. (EST) CITIZENS POLICY NO. 771804
INCEPTION DATE EXPIRATION DATE This is your Policy Declaration Page - This is not a Bill - DO NOT PAY
PAGE 3
Item
No
•
AMOUNT of INsuRpNCE .::. DEDUCTIBLES: Teriitory : Premium .. •
-Building :Contents -
1
2
249,000 115,000 $4,980 (2%)/$500 T -24 2,803
TWO STORY MASONRY 1 UNIT DWELLING LOC:
390 NE 102ND ST MIAMI SHORES, DADE FL 33138 -2429
2 story, Masonry, gable roof, roof covering: Non -FBC Equivalent, Roof Deck
Attachment -A, roof wall connection: Toe -Nails and Year Built Verified: No -1940
Homestead Property
If the above characteristics do not accurately describe your dwelling, contact your agent.
10,000 0 $500/$500 T -34 6
SWIMMING POOL
Total Coverage amount: $374,000
Total Premium amount: $3,307
L �ricane Premium $2,742
N- Hurricane Premium $67
7.,--Lx Exempt Surcharge $49
2005 Florida Hurricane Catastrophe Fund Emergency Assessment
Catastrophe Reinsurance Surcharge
$28
$421
Su1cet to Form No(s) :
Mor:os ifLoss Payee:
MORTGAGEE /LOSS PAYEES LIST ON ADDITIONAL PAGE
Agent:
CLAWSON & COMPANY INC 0435
2731 EXECUTIVE PARK DRIVE
SUITE # 8
WESTON, FL 33331
111111111111
Payor:
WASHINGTON MUTUAL BANK
ISAOA /ATIMA
P.O. BOX 100564
FLORENCE, SC 29501
Date: 5/21/2007
POLICY DECLARATION - INSURED COPY
QSY R 40111 3114
000330
Mame Seenea ` flap'may Vefra ti
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 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 Date: 11/05/6#7
9 9 p
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: ►" i 1(Q `1 a - Z 4O I(dZI 6
Property Address: 590 AJE / 62 P5 ,
Roofing Permit Number:
Dear Building Official
1 ` 040 Kb d n certify that I am not required to retrofit the roof to wall
connections of my building because:
)1i., just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
0 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 199a - dition of the South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Lilt Oa In 2cozct
Print Name
j2. 06(0_0 0
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 3
day of KJOU
Notary Public, Sate of Florida at Large 6 l ) �
* 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.
i
�Y UBLIC -STATE OF FLORIDA
so"'"'s., Claudia V. Cubillos
,f jCommission #DD717923
.,.,,,,,,. Expires: SEP. 23, 2011
BONDED THE ATLANTIC BONDING CO., INC.
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
MOYEEVM
Florida Building Code Edition 2004
Nov0 2 Z0i-1 High - Velocity Hurricane Zone Uniform Permit Application Form.
BY: - - - --
Section A (General Information)
Master Permit No. 1,� Process No.
Contractor's Name E S ,®A -c5 71�-3a C: i.Y of
Job Address 2C;0 MC 102, ST
CROOF CATEGORY
w pe ❑ Mechanically Fastened Tile
ph c ❑ Metal Panel/Shingles In s
❑ C Rom i C�3'Rerooting ❑ Recovering
❑ Prescriptive BUR -RAS 150
ROOF TYPE
ROOF SYSTEM
INFORMATION
@f Mrtar /Adhesi
❑ Wood Shingle
t O U is
❑ Repair ❑ Maintenance
Low Slope Roof Area (SF) 01A- Steep Sloped Roof Area (SF) t'4O 0 Total (SF) `Ao
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.
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r-EalAt. 12541-
15.32 FLORIDA BUILDING CODE — BUILDING
N
0
Z
Z
D
0
D1
TO CO
JD COU
0
m
�I
ii
BY
liami Shores Villa
#: -
0 --
4
-D{
het
t O U is
❑ Repair ❑ Maintenance
Low Slope Roof Area (SF) 01A- Steep Sloped Roof Area (SF) t'4O 0 Total (SF) `Ao
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.
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r-EalAt. 12541-
15.32 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: e
Ng
Notice of Acceptance Number:
D(o.- Ou,pCo.oS.
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
CalculationsP1)•
: 4s P2: R S ,I P3: ciS , i
Maximum Design Pressure
(From the Product Approval Specific Syste
Li°'`1/4 -
oL. .
Roof Slope:
:12
Steep Sloped Roof System Description
Deck Type:
Type Underlayment: V Zrtk-
Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing:
Imo(A-
Mean Roof Height: 2-
Adhesive Type:
Type Cap Sheet:
• •
• • •
•• • • •
" a' •�I
•...__- ...,
•
("J
•
...
Roof Covering: - � �
Type & Size Drip 3�
Edge:
15.34
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
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 Mf values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
4S Method 1 C "MGooment Based Tile Calculation Per AS 127"
(P1::p�4S xA �`il= ' °SG)-Mg:Co mril -535 Product Approval Mr4.®'Lk
(PZ -1C ' x X • 113 1 = f ') - Mg: (9 ,e ti = Mr2 Product Approval Mr 1+l
(P3: 35 x A • k ' _ �, - Mg: (o C 1= Mr3 t Product Approval Mr 40.4 •
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
Mr required Moment Resistance*
Mean ' • •f Height -3
Roof lope ,1,
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37 4
39.8
4:12
30.4
32.2
33.8
5.1
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
.4
25.9
_
27.1/
28.2
30.0
"Must be used in conjunction with a list of mo r nt based tile systems endorsed by tb (roward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Comp he values for F' with the ve s for Fr. If the F' values are greater than or equal to the Fr values,
for each area of the roof, then the tile attachment meth is acceptable.
Method 3 "Mom t Based T le Calculations Per RAS 127"
(Pr:
(P2:
(P3:
x L = x w: _ ) - W: cos B = Fri Product Approval F'
xL
xL
= xw:= ) -W:
xw:=
os B = Ft2 Product Approval F'
= Fr3 Product Approval F'
•
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•
FLORIDA BUILDING CODE - BUILDING 15.35
here to Obtain nformatlon
•
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•
Description
Symbol -
Where to find
•
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Design Pressure
PI or _ or P3
•
RAS 127 Table I or by an engin ring analysis prepared by PE base* enW16r€47
•
Mean Roof Height
H
Job Site
•
••••
•
•
•e
Roof Slope
9
Job Site
•
•
••
•
Aerodynamic Multip; r
X
Product Approval
•
•
• • •
•
•
•
•
t
Restoring Moment -.ue to
ravity
Mg
Product Approval
•
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•
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•
I
••11
Attachment ^ esistance
Mr
Product Approval
•
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•
• •
•
•
••t
•••1
Required Mome, Resistance
Me
Calculated
Minim ; Attachment
Resistance
F'
Product Approval
Required lift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
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FLORIDA BUILDING CODE - BUILDING 15.35
SECTION 1524 HIGH - VELOCITY HURRICANE ZONES — REQUIRED OWNERS N... Page 1 of 2
SECTION 1524
HIGH - VELOCITY HURRICANE ZONES —
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope.
As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of this section. The
provisions of Chapter 15 of the Florida Building Code, Building govern the minimum
requirements and standards of the industry for roofing system installations. Additionally, the
following items should be addressed as part of the agreement between the owner and the
contractor. The owner's initial in the designated space indicates that the item has been
explained.
1. Aesthetics - workmanship: The workmanship provisions of Chapter 1.5 (High -
Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets
the wind resistance and water intrusion performance standards. Aesthetics (appearance)
are not a consideration with respect to workmanship provisions. Aesthetic issues such
as color or architectural appearance, that are not part of a zoning code, should be
addressed as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may
have to be renailed in accordance with the current provisions of Chapter 16 (High -
Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing
the existing roof system.)
3. Common roofs: Common roofs are those which have no visible delineation
between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with
common roofs, the roofing contractor and /or owner should notify the occupants of
adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the
roof decking can be viewed from below. The owner may wish to maintain the . .
architectural appearance; therefore, roofing nail penetrations of the underside o M
decking may not be acceptable. The owner provides the option of maifltairfing
•
appearance.
•
• •
ZA 5. Ponding water: The current roof system and /or deck of the buildifirmay rust drain • •
well and may cause water to pond (accumulate) in low -lying areas of the •roof. Po'hdihlg • •
can be an indication of structural distress and may require the revievtOAProfessior:al
structural engineer. Ponding may shorten the life expectancy and pellapance of the ••
new roofing system. Ponding conditions may not be evident until the:oriOirtai rootog.• •
system is removed. Ponding conditions should be corrected. •••• • • •
•• • ••• • .
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that de
e4e_. roof is not overloaded from a buildup of water. Perimeter /edge walls or other roof
extensions may block this discharge if overflow scuppers (wall outlets) are not provided.
It may be necessary to install overflow scuppers in accordance with the requirements of:
Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow
through the interior of the structural assembly (the building itself). The existing amount of
attic ventilation shall not be reduced. It may be beneficial to consider additional venting
which can result in extending the service life of the roof.
http: // ecodes .iccsafe.org /icce /gateway.dll /Florida %20Custom /Bui1d2004 FL /294/318 ?f =te... 11/1/2007
MIAMI•D�ADE
COUNTY
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entegra Sales, Inc.
819 N. Federal Highway, Suite 300
Stuart, FL. 34994
MIAMI-DADE COUNTY, FLORIDA
METRO -DADS FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.buildinacodeonline.com
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 Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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,
including the High Velocity Hurricane Zone.
DESCRIPTION: Bermuda Concrete Flat 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 aril there has WA fit)*
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 re'Ag'io!'or chalige in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enaor: ement of an.
product, for sales, advertising or any other purposes shall automatically terminate this NOA+ rg 1are to enn igy
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 ff'ollowed by
the expiration date may be displayed in advertising literature. If any portion of the NOA •dip yed, then it shall
be done in its entirety. • " •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacttRg; er tts dist5i�ittorr
and shall be available for inspection at the job site at the request of the Building Official. • ' • •
This replaces NOA # 06- 0610.06 and consists of pages 1 through 6
The submitted documentation was reviewed by Alex Tigera.
NOA No. 06- 0606.05
Expiration Date: 06/07/11
Approval Date: 07 /06/06
Page 1 of 6
......
•
.•
•
•
•
•
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof
Tile Corporation described in Section 2 of this Notice of Acceptance, designed to comply with the
Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the locations where the
pressure requirements, as determined by applicable Building Code, does not exceed the design
pressure values obtain 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
Entegra Flat Tile
Trim Pieces
2.1
Product
Dimensions
1 =16"
w = 10"
1 -1/4" thick
1 = varies
w = varies
varying thickness
Test
Specifications
TAS 112
TAS 112
Product
Description
Flat profile, interlocking, high pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or batten
nail on, mortar or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS
Test Product
Dimensions Specifications Description
Rainproof II 30" x 75' roll TAS 104 Single ply, nail -on
36" x 75' roll underlayment with
or 2" self - adhering top
60" x 75' roll edge.
Ice and Water 36" x 75' roll TAS 103 Self - adhering
Shield underlayment
•
•
• • •
.jVIauufactu1 f•••
•
•
•Protect -O- Wrap,.. •
•••• Inc. ••••
(W14f e1rrent ZTO.A) .
•. .• • •.
• • •
•
• W.R. °Grace &.o
(witty cgrrent NOVA)
NOA No. 06- 0606.05
Expiration Date: 06 /07/11
Approval Date: 07 /06/06
Page 2 of 6
Product Dimensions
Wood Battens
Tile Nails
Tile Screws
Roof Tile Mortar
( "TileTiteTM")
Roof Tile Mortar
( "Quikrete® Roof
Tile Mortar
#1140 ")
Roof Tile Mortar
("BONSAL®
Roof Tile Mortar
Mix")
Roof Tile Adhesive
( "Polypro®
A11160 ")
Vertical
Min. 1 "x 4"
Horizontal
Min. 1 "x 4" for use
with vertical battens
or
Min. 1"x 2" for use
alone
Min. 10dx 3"
#8x 21 /z" long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Roof Tile Adhesive Factory premixed
TileBond canisters
Test
Specifications
Wood Preservers
Institute LP — 2
TAS 114
Appendix E
TAS 114
Appendix E
TAS 123
TAS 123
TAS 123
See PCA
See PCA
Product
Description
Salt pressure treated
or decay resistant
lumber battens
Corrosion resistant
screw or smooth
shank nails
Corrosion resistant,
coated, square
drive, galvanized,
coarse thread wood
screws
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
applications.
Two component
polyurethane
adhesive designed
for adhesive set
roof tile
applications.
Single component
polyurethane foam
roof tile adhesive
Manufacturer
generic
generic
generic
Bermuda Roof
Company, Inc. with
current PCA
Quikrete
Construction
Products with
Current PCA
W. R. Bonsai Co.
with current !CA •
• .
• • •
•• • • •
•
•
Pglyjfvam Prod:: rsj
• •Inc. • •
• •
•• ••
•• •
• • •
• ••
•
• • •
• ••••
• •.•.
• • •
Inexittle Proflt7et,s
(with current NOA''
NOA No. 06- 0606.05
Expiration Date: 06/07/11
Approval Date: 07 /06/06
Page 3 of 6
Product Dimensions
Hurricane Clip &
Fasteners
Clips
Min. 1h" width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 11/4"
3. LIMITATIONS
Test
Specifications
TAS 114
Appendix E
Product
Description Manufacturer
Corrosion resistant Generic
clips with corrosion
resistant nails.
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 RAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing
Applications Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof
slope unless stated otherwise by the underlayment material manufacturers published
literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable Building Code.
4. INSTALLATION
4.1.1 Entegra `Flat' Concrete Roof Tile and its components shall be installed in strict
compliance with Miami Dade County 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)
• • Nyidth -w 1ftj"'
•
Entegra Flat Tile
9.7
1.33
• • • • .833 ••••
• •
••••
• '0
•• •
• •
Table 2: Aerod namic Multi • filers - A, ft • • • • • •
Tile
X(ft3)
:Xfit; ••••
Profile
Batten Application
Direct Deck ApplicatiPfl '
Entegra Flat Tile
0.189
•410 •••
NOA No. 06- 0606.05
Expiration Date: 06/07/11
Approval Date: 07/06/06
Page 4 of 6
Table 3: Restoring Moments due to Gravity - MA (ft-Ibf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Entegra Flat
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.53
6.97
6.43
6.86
6.29
6.71
6.14
6.54
5.97
N/A
Table 4: Attachment Resistance Expressed as a Moment - M1 (ft-lbf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15132" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Entegra
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' 50.3 65.5 48.3
1 Installation with a 4° tile headlap and fastemers are located a min. of 21/x° from head of tile.
Table 5: Attachment Resistance Expressed as a Moment M, (ft-lbf)
•
for Two Patty Adhesive Set Systems •
Tile
Profile
Tile Application
Minimum Attaclimeei Resistance
.0 • • •
i
•
Entegra Flat Tile
Adhesive
3 }0: •
•
•
2 See manufactures com • • Went a • • royal for installation re • uirements.
• • • • •
•
""
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Pol oam Product, Inc. Avera • : wei • ht • : r • a 8 • rams.
••••
••
•
• • • •
• •
• 0 •
• •
• •
• • •
•• •
•
.• •
•
• •
•
•
0000
• •
0000 • •
.0• . .
NOA No. 06- 0606.05
Expiration Date: 06/07/11
Approval Date: 07 /06/06
Page 5 of 6
Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft-Ibf)
for Sin • le Pa Adhesive Set S stems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Entegra Flat
Tile
PolyPro '
118.94
PolyProTM
40.45
4 Large paddy placement of 45 grams of P0IVProTM.
5 Medium paddy placement of 24 grams of PolyProT"".
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
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.
PROFILE DRAWING
ENTEGRA "FLAT" CONCRETE ROOF TILE
16' i
10'
16'
• • •
• • • •
•• • • • •
•
END OF THIS ACCEPTANCE
•
•
• •
•••• •••• • •
• • • •
•••• ••••
• •
•• •
• • • • •
•• •• • ••
•
• •
• • • •
• • ••••
• •
• • •••• • •
• • •
•• • ••• • • •
• •
••
NOA No. 06- 0606.05
Expiration Date: 06/07/11
Approval Date: 07/06/06
Page 6 of 6
MIA MIDADl=
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
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
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
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 my
product, for sales, advertising or any other purposes shall automatically terminate this N04. Failure to c tatply
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, F.losiL,•and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA i§ divi§yed, then it+.hall
be done in its entirety. •••• • • • •
•• •
• • • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactuf& obits distf!butbfs
and shall be available for inspection at the job site at the request of the Building Official. • •
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by Jorge L. Acebo.
• •
• • •
•• •
•. • •
• •
••••
••• •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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
Polypro® AH160 N/A
Foampro® RTF 1000 N/A
ProPack® 30 & 100 N/A
Test
Specifications
TAS 101
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Note:
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. °is �'� weep ' • •
+6.0% Volume Change @ 158 F! :100%
Humidity, 2 weeks
•
• ••••
• •
86% ' • ""
• • •
•• • ••• •
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.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 2 of 7
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 Assen>bly • for fire
rating. • •• • • • • • •
• •
2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles.
•
•
•
•••• ••••
• •
3. Minimum underlayment shall be in compliance with the Roofing Application Standa'ra'AS 12d"'
•• •
• • • • •
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof ibe: ilhesive with
their tile assemblies shall test in accordance with TAS 101.
• • • •
•••• •
• •
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof & a'dhesive with •
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. • •:
F'=
2.
MS
W
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
• •
• •
•'
•
• •
• •
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 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 Polypro® AH160 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 Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tilt adhesive and its components shall be installed in accordance with
Roofmg Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polypro® AH160 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
Polypro® AH160 has been dispensed.
9. Polypro® AH160 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.
(gams)
Flat, Low, High Profiles
#1
35
Vik • •
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
•N/A•• •
•
Flat, Low, High Profiles
#2
24
X l'A ° •
Flat, Low, High Profiles
#3
•••• . • • • • •
LABELING:
• •
•• ••
• • •
All Polypro® AH160 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.
•• •
•
•
••
•••• •
•
• •
••• • •
•
•••
•
• • •
• ••
•
•
•
•
••••
• •
•••• 0 •
••• • • •
••
••
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1) Place enough adhesive to achieve 11 to 23 t>ptianal2sds for
stee
square Inches In contact with the pan tile Ph applications
To 1 In. From 2) Turn covers upsidedown. Place adhesive 112 In
Then install the tile. de edge of cover tile. j
Nall through plastic cement
Rem
top portion
of the save
C011188 cover Ma
Abut to second course of
pan tiles. Ensure eave end of
pan and cover tiles are
flush at save Me.
Eava closure
)mortar shorn)
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
Nail through plastic cement
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Paddy (Beneath Tile)
Underlaymen!
Nail through plastic cement
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement
Paddy
(between tile)
Paddy
(under tile)
3 in.
t x3in.
Single paddy on
under-
layment
Single paddy
under tile
Single paddy
on top of file
Eave course
2In. X 7 in. medium
sae paddy eave
Fascia course only
Nail through plastic cement
Underlayment
} 3 in.x 3 In.
/ 41n.
Single paddy under tile
Single paddy between tile
2 in. x 7 in. medium
size paddy eave
course only
Single
paddy on
under -
layment
Single paddy
on top of tile
Eave
Course
Fascia
Weephoie
Eave closure
Drip edge
Nail through plastic cement
Single paddy
between file
/A in. x3In
Single paddy
on underlayment
Single paddy
on top of the
Eave Course
Eave Closure
2In. x 7 In. medium
size paddy eave course only
Fascia
END OF THIS ACCEPTANCE
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7