258 NE 100 St (3)Project Address
258 NE 100 Street
Miami Shores Village, FL
Owner Information
ROBERT SAMMONS
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Address
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$8.40
$2.80
$5.00
$325.00
$12.00
$8.13
$361.33
Building Department Copy
Permit
Issue Date: 3/23/2007
Permit NO. RF- 3- 07-401
Permit Type: Roof
Work Classification: Roof - New
Permit Status: APPROVED
Expiration: 01/01/2999
Parcel Number
1132060134460
Block: Lot:
258 NE 100 ST
MIAMI SHORES FL 33138 -2419
Contractor(s) Phone
ISAACS ROOFING & INSULATION COI 305 - 576 -7411
CeII Phone
Phone
(305)754 -2689
Valuation:
Total Sq Feet:
Type of Work: Re -Roof
Additional Info:
Classification: Residential
Total I Amt Paid I Amt Due
$ 0.00
Payment Type:
Rr 0 F• 4.
A, ��1 ,
wtk MST
$ 0.00 $ 0.00
Authorized Signature: Owner / Applicant / Contractor / Agent Date
Applicant
ROBERT SAMMONS
$ 14,000.00
Available Inspections:
Tin Cap
Tile In Progress
Up Lift Report
Inspection Type:
Final Roof
Hot Mop
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
March 23, 2007
Cell
3100
Friday, March 23, 2007 1
re roof tle to tile
1AY 0 8 2O V7
Passed ( 41
.
Inspector Comments
/
J
;�
0
Cl?
Failed:
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
" leeM
toxm%
'Inspection Number INSP - 41735 Permit Number: RF -3- 07-401
Inspection Date: 05/07/2007
Inspector: Grande, Claudio
Owner: SAMMONS, ROBERT
Job Address: 258 100 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: ISAACS ROOFING & INSULATION CORP
Building Deaartment Comments
Friday, May 4, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number (305)754 - 2689
Parcel Number 1132060134460
Lot:
Phone: (305)234 -5234
Page 1 of 2
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
Test Location
Uplift Pull Test(P or F)
1
2
12�
r
26
27
p
-p
5 1
52
Q .6 D
7 6
77
3
29
53
1
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
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
9
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
/
_ 50
75
100
THIS REPORT UB TED BY:
Lab Certification # 98- 0608.04
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
SITE SPECIFIC INFORMATION
Owner's Name• t3 o 5 4 f bCW 15 Pe •t # k *-o4 " ¢o I
Job Address 2 - 8 a 100 Sr , / 1
Roofing Contractor :Inv l9C) cif 4
Type of Tile: " Date Installed: / 1 s—o
'q
Approximate Roof Height: 2-feet Roof Pitch: r 1 Z
Type of Access to Roof: Scaffolds - Ladder Other
Approximate Square Footage of Roof: `S r b (?° ft
Required Testin F rce: 35 lbs. Testing Equipment: Chatillion 100
Date Tested 9.- C � ? q...-
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
P.E.
State of FL Certificate Authorization # 4100
TEST RESULTS
P = PASS, F = FAIL
Project No 9 3 3 4
MI= 111111111
11111111111011!11EHEIBE11
111111111$11161111111111111111111
........mn
111111111111111111111
11111111160a11111101
Bill To I
ROBERT SAMMONS
258 NE 100 ST
MIAMI SHORES, FL 33138 -2419
Return to: I
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Date
05/04/2007
05/04/2007
Friday, May 4, 2007
Fee Name
Revision Fee
Scanning Fee
Invoice
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Invoice Number: RF -5 -07 -28381
Invoice Date: May 04, 2007
Permit Number: RF- 3- 07-401
L
Permit Type: Roof / Work Classification: Roof - New
Fee Type
Calculated
Calculated
MAY 0 7P
Fee Amount
$35.00
$3.00
Total Fees Due: $38.00
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
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) Phone #
Owner's Address 400 S 4M, N►.o (3 5 •
City /)'JrRn1 ` 5h,,PAS State • Zip 3 30
Tenant/Lessee Name Phone #
Is Building Historically Designated YES NO
Contractor's Company Name
Contractor's Address
City M 4"-1 r State - l .
Qualifier Name
Describe Work:
Submittal Fee $
Structural Review. $
•
Ho
Permit No. r.sf 0 1
Job Address (where the work is being done) 25'8 C (Q C)5
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
�d-9 cS oc7t Phone #
' 2 yS r., /57 s
State Certificate or Registration No. Gc -t3 25 55 Cv • Certificate of Competency No.
Architect/Engineer's Name (if applicable) J) A • Phone #
Value of Work For this Permit $
Type of Work: ❑Addition
❑Alteration
Permit Fee $
Square / Linear Footage Of Work:
❑New
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
r
Notary $ Training/Education Fee $
Scanning $ '' Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
Zip 3 *f57
Phone #
❑ Repair/Replace
CCF $ CO /CC
Technology Fee $
Zoning $
Total Fee Now Due $
See Reverse side —>
['Demolition
Bonding Company's Name (if applicable) (�
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) A
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 approved and a reinspection fee will be charged.
Signature Signature C
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of ,20 ,by day of ,20,by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print:
My Commission Expires: My Commission Expires:
***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
Plans Examiner
Engineer
Zoning
15.34
ROOF ASSEMBLIE Q D ROOFTO STRUCTURES
L
ttenVlan ufacturer: g— I —
•
Florida Building Code Ediiign2Q04
h Hurricane Zone Uniform Permitgppircatton Form
ection D (Steep Sloped Roof System)
•• • • • •• ••• ••
• • • •
• • •
•
Notice of Acceptance Number:
Q ca. d`2..Co.c7s
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations): 5
P1: P2: C ? 5 ' ‘ P3: C IS 41
Maximum Design Pressure
(From the P • • u , • • r c .17: pecific System):
arm % I1 , a , a s 8(0. G (
C !idJ 7 I tn∎lb\®lIGlIilI
V V
WI
Deck Type: (.0 oO D
Roof Slope: Type Underlayment: 6±)-o 1, on
__: 12
Insulation: 0 1
Fire Barrier: I ��
Ridge Ventilation?
Mean Roof Height: N`-''
Roof System Description
Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet:
Roof Covering:
•• •
• •
•
•
• ••• •
••••••••••••
Type & Size Drip
Edge:
••• • • • •••
• • • •• •• • — fl
• • • • • • • Fir
• ••• • • • c v rd
••• • • • • •••
1 W( ® 32.01
3)(.3
... •
••
• • • • •
• • • • • •
• • • • • •
• • • •
' I4- ■.,N9 skA 0
vox
FLORIDA BUILDING CODE — BUILDING
Whe - to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or P2 or PS
RAS 127 Table or by an engineering analysis prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic. Mttlllpller
3.
Product Approval
Restoring Moment due to
Gravity
:Si,
Product Approval
.Attachment Resistance
M
Product Approval
Required Moment Resistance
I51
Calculated
Minimnn, Attachment
Resistance
F
Po 'duce Approval
Required Uplift Resistance
Fr
C'alctlated
Average Tile Weight
W
Product Approval
Tile Dimension,
L = length
W = with h
Product Approval
All calculations roust be submitted to the building of icial at the time of permit application.
M required Moment Resistance*
Mean Roof Height -'
Root Slope ,j,
15'
20'
25'
30'
40'
2 :
34.4
36.5
38.2
39.7
42.2
3 :12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:
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
• ••• • ••• • • •••
• • • • • • • • •
Florida Building Code Editroq 20(A • • ; ; ••
• High - Velocity Hurricane Zone Uniform P A p p licati o n F o r mic • • •
Section E (Tile Calculations)
. • • •. ..
Fur Monx•m based the systems. choose e ither Method 1 or 2. Compare the value~ for M ii the��ah�fs f�Im�rlyt ttyt M *va lues ire greater than or
•
equal to the M, values. for each aura of the tool. then the tilt attachment method is acce t 1►h e• l • • • • • • • •
• • •
•
Method I "Moment Based Tile Calculationsr RA1 1 il'• • • • • • • • •
(� .21? t l S6 S !-
tl' • { � �: ). = , 1 - Mg: 19 ' = M11t �' - Product Approval M l.( (L
(P 54 x A .10$ •3 _ Mg: 0,8 = N11 ,_ 1' .441 Product Approval :Ni (J` -5
(P i' �x A = - 1- Mg: �- = M Vt. l
`S Product Approval Mt•l1Q 3.
Methtxl 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
`'Must hr used in conjunction it h a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use M had 3. Compared Ole values for F with the values for Fr. I f the F values are greater than or equal to the Fr values.
or each area of the roof. then the the •utachment method is acceptable.
Method 3 "Moment Based Tile Calculations Per RAS 127•'
(P,: .1 L. - = - y �':
fP,: x1, xw:
(P3: x 1, = x w: =
FLORIDA BUILDING CODE - BUILDING
- V:x cos
o
W:
x cos O = Fr2
X cos 9
F
• • 0041 • • • •••
• • • • • • • • • • • •
• • • • • • • • • • • •
• F=OOPASRLIVIB�IES AND ROOFTOP STRUCTURES
• • • ••• • • • • •••
= F -- Product Approval F'
Product Approval F'
Product Approv al F'
15.35
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eagle Roofing Products LLC
1575 East C.R. 470
Sumterville, FL 33585
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Capistrano Concrete Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigera.
• • • • • • •••
.• •. • • • •• •• •
• • • • • • • • • •
• • • ..• • • •
• • • • • • • •
• • ... • • • • .. •
• .•• • ... • ...
• • • • • • • • •
•• • • • • • • • • •
• • •
• • • • • • • • • •
• • • • • • • • • • •
• • NIIAMI*DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
• • 14Q vgEsT,FLAALE$ §TRE> f'1;, SUITE 1603
• • • • • ivIIAM+, FLORIDA 33130 -1563
• • : • : :34 3 • FA/ (305) 375 -2908
.. .. • •••••••
NOA No.: 06- 0526.08
Expiration Date: 10/05/11
Approval Date: 10/05/06
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: 07320 Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This approves a new roofing system using "Capistrano 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
Capistrano Concrete
Tile
Trim Pieces
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Dimensions
L = 17"
W= 12'/a"
Thickness = 1"
. 1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE
Test Aeencv
PRI Asphalt Technologies
Redland Technologies
Test
Specifications
TAS 112 High profile concrete roof tile. For direct deck
or battened nail -on applications.
TAS 112 Accessory trim, clay roof pieces for use at
hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Identifier
ERPF - 001 -02 -02
7161 -03
Appendix III
Letter Dated Aug. 1,
1994
P09647 -01
PO402
94 -083
94 -084
• • • .. • •
.. .. • • • .. •
• • • • • • • •
• •• • •
• • • • • •
• • ••• • • •
• ... • ... • •
. . . . . . . • •
• • .. • • • • • • • •
• •
•
• •
• • • • • • • • • . . . . .
• • • •
•
.. • • • .. ... ..
• • • •
• • •
•
.. • • • • • ... ..
Product
Description
Test Name/Report Date
TAS -112 Aug. 2006
Static Uplift Testing Dec. 1991
TAS 102 & 102(A)
Wind Tunnel Testing Aug. 1994
TAS 108 (Nail -On)
Wind Tunnel Testing Aug. 1994
TAS 108 (Mortar Set)
Withdrawal Resistance Sept. 1993
Testing of screw vs. smooth
shank nails
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing
TAS 101 (Mortar Set)
.. •
•
•
•
•
.. •
April 1994
May 1994
NOA No.: 06 -0526.08
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 2 of 6
The Center for Applied
Engineering, Inc.
The Center for Applied 25- 7120 -(1 & 2)
Engineering, Inc.
The Center for Applied 25- 7183 -(3 & 4)
Engineering, Inc.
The Center for Applied 25- 7214 -(3, 4, &7)
Engineering, Inc.
The Center for Applied 25- 7804 -4
Engineering, Inc.
Celotex Corporation 520111 -3
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
25- 7094 -(3, 6 & 9)
Calculations
Calculations
•
• . .. • • • ...
.. .. • • • .. .. •
• • • • • • • • • •
•
• • • • • • •
•
• ... • • • • .. •
• ... • ...
• • • • • .. • •
• • • •
• • • • • •
Static'Uplift resting
TAS 102
Sit Cp4ft Asti' .
Stdtic Uplift Thstitlg •
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 101
Celotex Corporation 520191 -2 -1 Static Uplift Testing
Testing Services TAS 101
Aerodynamic Multiplier
Restoring Moment Due to
Gravity
...
• • •
• • • •
• • •
bet X1994
: Nov.'1994
.. •
• •
"' F�1S.�1995
March, 1995
Sep. 1996
Dec. 1998
March 1999
Sep. 2006
Sep. 2006
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with chapter 29 of the SFBC.
NOA No.: 06-0526.08
Expiration Date: 10/05/11
Approval Date: 10/05/06
Page 3 of 6
1 awe 1: Average weight (W) and Dimensions (I x w )
Tile Profile
I Weight -W (Ibf) 1
Length -I (ft)
Width -w (ft)
Capistrano Concrete Tile
10 1.417
1,04
Tile
Profile
C apistrano Concrete Tile
• • ... • •
. . .. • • • • •
• • • • • •
• • • ••• •
• • • • • •
• • ... • • •
.. •
•
•
•
•
• ... • ... • ...
• • • • • • • • •
.. • • • • • •
• • • •
• • • • • • • • •
• • • • • • • • • • •
• • •
4. INSTALLATION
4.1 Eagle Roofing Products LLC Capistrano Concrete Ti1e"and its cmnponetits, tm11,beZnstalled
in strict compliance with Roofing Application Standard 1249 1 8 1;Al 119 rtid Rao 120.
4.2 Data For Attachment Calculations • • • • • • • • •
.. • • • • • •.. ..
Table 2: Aerodynamic Multipliers - A (ft3)
A (ft A (ft
Batten Application Direct Deck Application
0.300 0.277
Tile
Profile
Capistrano
Concrete Tile
Table 3: Restoring Moments due to Gravity - M (ft -Ibf)
:12° 4 ":12"
3"
Battens Direct
Deck
6.68 6.99
Battens
I
Direct
Deck
6.57 6.88
5 ":12"
Battens
1
Direct
Deck
6.44 6.73
6':12'
Battens Direct
Deck
6.28 6.56
Greater than
7 ":12"
Battens
I
Direct
Deck
6.10 6.38
Table 4: Attachment Resistance Expressed as a Moment - MI (ft-ibf)
for Nall-On Systems
Direct Deck
(min 15/32" plywood)
Tile
Profile
Capistrano
Concrete
Tile
Fastener Type
2 -10d Ring Shank Nails
1 -10d Smooth or Screw
Shank Nail
2 -10d Smooth or Screw
Shank Nails
1 #8 Screw
2 #8 Screw
1 -10d Smooth or Screw
Shank Nail (Field Clip)
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
2 -10d Smooth or Screw
Shank Nails (Field Clip)
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
28.6
5.1
6.9
20.7
43.2
23.1
29.3
27.6
38.1
Direct Deck
(min. 19/32" plywood)
41
6.8
9.2
20.7
432
23.1
29.3
27.6
38.1
Battens
N/A
N/A
N/A
N/A
WA
N/A
N/A
WA
N/A
2 -10d Ring Shank Nails' 33.1
48.1 N/A
Installation with a 3" tile headlap and fastemers are located a min. of 21i" from head of tile.
NOA No.: 06- 0526.08
Expiration Date: 10/05/11
Approval Date: 10/05/06
Page 4 of 6
• • ••• • • • •••
•• •. • • • • • • • •
• • • • • • • • • • • •
• • • ••• • • •
• • • • • • • • • • •
• • ••• • • • • • •••
• ••• • •• • • •••
• • • • • • • • • • • •
• • • •• • • • • • • • • • • •
•
• • • • • • • • • • • • •
• • • • • • • • • • • • • •
• • • • • •
Tile
Profile
Table 5: Attachment Resistance Expressed a Mgm$n; re at-to • •
for Two Patty Adhesive Set Sys /et:is: • • • • • •
Tile Application • • • • • Mifinturh7ttt'hment
Resistance
Capistrano Concrete Tile
Adhesive
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
29.3`
Table 5A: Attachment Resistance Expressed as a Moment - M (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile Tile Application
Profile
Capistrano Concrete Tile
Polyfoam PoIyProTM
Polyfoam PolyPro*u"
3 Large paddy placement of 63grams of PolyProTM.
4 Medium paddy placemen of 24grams of PolyProTM.
Minimum Attachment
Resistance
66.5'
38.7
Table 5B: Attachment Resistance Expressed as a Moment - M (ft -Ibf)
for Mortar Set Systems
Tile
Profile
Capistrano Concrete Tile
Tile
Application
Mortar Set
Attachment
Resistance
24.5
5 Tile -rite Roof Tile Mortar.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved ".
EAithk .
FLORIDA
CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
NOA No.: 06-0526.08
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 5 of 6
1
• ••• • ••• • .••
• • • • • • • • • • •
• • • •• • • • • • • • • • •
• • • • • • • • • • •
• • • • • • • • • • • • • •
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 BuildingOffiM of a¢p1481e b'tiilditrg in
order to properly evaluate the installation of this s}tsurtn.' • • • : • • • •
NAIL KOLE
PROFILE DRAWING
CAPISTRANO CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
• . ••• • • • •••
•• •• • • • • • .. •
• • • • • • • • • • • • •
• • • ••• • • • • •
• • • • • • • • •
• • ••• • • • ••••
NOA No.: 06- 0526.08
Expiration Date: 10/05/11
Approval Date: 10/05/06
Page 6 of 6
re roof tle to tile
APR 1 8 2IN
14 01
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Inspection Date: 04/18/2007
Inspector: Grande, Claudio
Owner: SAMMONS, ROBERT
Job Address: 258 100 Street NE
Project: <NONE>
Tuesday, April 17, 2007
Miami Shores Village, FL
Contractor: ISAACS ROOFING & INSULATION CORP
uildinq Department Comments
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Roof - New
Phone Number (305)754 - 2689
Parcel Number 1132060134460
Lot:
Phone: 305 - 576 -7411
Page 1 of 2
re roof tie to tile
Infractio Passed Comments
TIN CAP SPACEING False
VAR 3 0 2007
Passed
?
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
inspection Number: INSP -41731
Permit Number: RF- 3- 07-401
Inspection Date: 03/30/2007
Inspector: Grande, Claudio
Owner: SAMMONS, ROBERT
Job Address: 258 100 Street NE
Project: <NONE>
Miami Shores Village, FL
Contractor: ISAACS ROOFING & INSULATION CORP
Building Department Comments
Thursday, March 29, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Tin Cap
Work Classification: Roof - New
Phone Number (305)754 -2689
Parcel Number 1132060134460
Lot:
Phone: 305 - 576 -7411
Page 1 of 2
re roof tle to tile
MAR 3 0 MT
1 9
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Owner:
inspection Number: INSP -41732
Permit Number: RF -3- 07-401
Inspection Date: 03/30/2007
Inspector: Grande, Claudio
Job Address: 258 100 Street NE
Project: <NONE>
SAMMONS, ROBERT
Miami Shores Village, FL
Contractor: ISAACS ROOFING & INSULATION CORP
Building Department Comments
Thursday, March 29, 2007
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Permit Type: Roof
Inspection Type: Hot Mop
Work Classification: Roof - New
Phone Number (305)754 -2689
Parcel Number 1132060134460
Lot:
Phone: 305 - 576 -7411
Page 2 of 2
Permit Number: RF -3 -07 -401
Invoice Number: RF -3 -07 -27933
Applicant: ROBERT SAMMONS
Company Name:
Owner Address:
258 NE 100 ST
MIAMI SHORES, FL 33138
Job Address:
258 100 Street NE
Miami Shores Village, FL
Date
Monday, March 26, 2007
03/26/2007 Credit Card
Receipt
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Payment Type Check Number
Amount
$361.33
Change
$0.00
Total Payment: $361.33
Page 1 of 1
CITY OF MIAMI - BUILDING DEPARTMENT
NOTICE OF COMMENCEMENT
Please file at 22 N.W. 1sT Street, Miami
PERMIT NUMBER:
FOLIO NUMBER:
State of Florida
County of Miami-Dade
Street address 25S M l00 •GT. •and Legal description of property
Description of improvement: y._16
Owner(s) name \rJ SQa Avis n S
Interest in property: 0 r 1) fS
Name of fee simple titleholder (if other than owner):
Lender's name
Phone number:
Charles E. Sammons
ey = MY COMMISSION i D0284567 EXPIRES
Rev: 5/2004 `* �8' �' jppN(F INC.
c BONDED MUi�
■
Expiration date of this Notice of Commencement: m orvr
year fro n} the date of recording unless a different date is specified)
SIGNAT 0 OWNER
Sworn to and subscribed before me on this ;
By i°"Nnr- • rn ' /1-?
Notary Public
Print Notary's Name: r S79/n n-J'
Oath taken i/ Oath not taken
Commission Expiration: � /./tt /
tc - J t
- z-58 tJ (005T•
IIIII( IlIII( I IIIIIIIIIIIIIIIIIIIIIII(111I111
CFN 2007R0223043
DR Bk 25415 Ps 4608; (1Ps)
RECORDED 03/05/2007 12:49:54
HARVEY RUVII'lr CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
The undersigned hereby gives notice that improvements will made to certain real property, and in accordance with
Chapter 713.23, Florida Statutes, the following in provided in this Notice of Commencement. ; r
.
and address:
and address
Contractor's name 71 S 4 ac -S and address q J-4 S Sc.J is r,
Phone number:
Amount of Surety bond $ 13) p : (Payment bond required by owner from contractor,;if any)
Surety Name and address
Phone number:
and address
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 Statues,
Name and address: . and address
In addition to himself, Owner designates the following person(s) to receive a copy of a Lienor's Notice as provided in
Section 713.13(1)(b), Florida Statues,
Name and address
Phone number:
Print Owner's Name:
•
(the expiration date is one [1]
Day of u/1
Personally Known, or Produced ID
, 200 `7 .
Prepared by: ALI :A CO_c1„.VZA- Z
Address: $84 &• c e s f
1-4,.a..i 3 /• 3? X3'8
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel (305) 795.2204 Fax: 305) 756.8972
BUILDING Permit No. 1
MAR 0 3. 2007
PERMIT APPLICATION riS1 Master Permit No.
FBC 2004 BY:
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) A o t� e Spa M Mo.35 Phone #
Address 2-5 P, p. tOQ 5-r.
City 11,:4M;, S (••.o ,S State F 1 _ Zip 331 3
Tenant/Lessee Name Phone #
Contractor's Company Name .�S4ACS;j K- e'9Dci 11 oi
Contractor's Address qZ.(S Se A) /.57 ST.
Phone # ` ,
Value of Work For this Permit $ j y 00 0 Square / Linear Footage Of Work: 3 (0c7
Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $Q( • 3
See Reverse side
Job Address (where the work is being done) Z S 0'C 1 0 r
City Miami Shores Village County Miami -Dade Zip
FOLIO / PARCEL #
Is Building Historically Designated YES NO
°7 8G. g1s
City /-(, q ,u c State *_ Zip
Qualifier Name A1A.i J CD orJZo -!CZ Phone#
State Certificate or Registration No. Cccl .* Z 5 55( Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Type of Work: ❑Addition ['Alteration ❑New Repair/Replace ❑ Demolition
Describe Work: ` E — lac=1.1‘ 177 - l ,
r********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F v************* * * * * * * * * * / *� * * * * * * * * * * ** * * * * * **
Submittal Fee $ Permit Fee $ ° • CCF $ 8, CO /CC
Notary $ Training/Education Fee $ . lt Technology Fee $ 8.13
Scanning $ I Radon $ DPBR $ Zoning $
Bond $
)(331
OW
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 approved and a reinspection fee will be charged.
Si g nature �'�xt'.
Owner or Agent
The foregoing instrument was acknowledged before me this j‘
day of fl 20 J` , by i7lw /),/
who is personally known to me or who has produced
NOTARY PUBLIC:
Sign:
Print:
APPLICATION APPROVED BY:
(Revised 02/08/06)
As identification and who did take an oath.
Charles E Sammons
MY COMMISSION # DD204567 EXPIRES
May 18, 2007
BONDED THRU TROY FAIN INSURANCE INC
c rf� ss `./✓�
Signature
Sign:
Print:
My Commission
My Commission Expires: .y" f 4/
********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Contractor
The foregoing instrument was acknowledged before me this r
0 , by 1/4/4 �� 1
o me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
* * * * * * * * * * * * * * * * * * * * * **
Plans Examiner
Engineer
Zoning
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
parapets.
ECTLEWMI
MAR 0 1 2001
t _10 ---------
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. Process No.
Contractor's Name J A-AcS 12-c NI
Job Address ZS ('E t.‘ too sT
❑ New Roof
❑ Low Slope
❑ Asphaltic
Shingles
Low Slope Roof Area (SF)
eroofing
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ Recovering
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF) 310(.:
Section B (Roof Plan)
eMortar /Adhesive Set Tile
❑ Wood Shingles/Shakes
❑ Repair ❑ Maintenance
Total (SF) 3 I Oc
.. • •
• .
• • • •
.. • • •
• • •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers antltATTftow drams. • •
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones a .udaocation of
••••
• O
••..
• •
...•
• •
•
•
.••.
• •
•■• •
15.32 FLORIDA BUILDING CODE — BUILDING
•
•
•
•
• •
•. • •
•
.•
•
•1•
Roof System Manufacturer:
Notice of Acceptance Number: 0 - 0 Oq
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations): 1
P1: - 45 P2: 161 • ( P3:
Maximum Design Pressure
(From the Product Approval Specific System):
4451a■• (ot
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Roof Slope
•
i 3 : 12
Ridge Ventilation?
Deck Type:
Insulation:
r
Mean Roof Height: Lk.)
Steep Sloped Roof System Description
• • • •
• •
• • • • • •
• • •
.. • • •
• •
•• ••
Type Underlayment: ESO 0 HAN& A •
•
Adhesive Type:
Type Cap Sheet: rcizotacn_z,,.0
Type & Size Drip
Edge:
A 5 10 h A- I J r TV
• • • • • • • •
• • • •
• • • • • • • •
• • • • • • • •
Fire Barrier: [
1 14_ 1 1_.51.1.64, k
Fastener Type & Spacing:
• •
• •
• • •
• • • • • •
3'<3
•
Roof Covering: a itos
15.34
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
FLORIDA BUILDING CODE — BUILDING
• •
• •
• •
• • •
Where to Obtain Information • •
•
Description
Symbol
• • •
Where to find • •
• •
Design Pressure
PI or P2 or P3
• •
RAS 127 Table I or by an engineering analysis prepared by PE basedtyti\SC i7
••
• ,
Mean Roof Height
H
Job Site
3:12
Roof Slope
0
Job Site
37.4
Aerodynamic Multiplier
A
Product Approval
32.2
Restoring Moment due to
Gravity
M
Product Approval
5:12
Attachment Resistance
M
Product Approval
32.8
Required Moment Resistance
M,
Calculated
28.0
Minimum Attachment
Resistance
F'
Product Approval
7:12
Required Uplift Resistance
Fr
Calculated
28.2
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.
M 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
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or
equal to the M values, for each area of the roof, then the tile attachment method is acceptable.
l
Met 1 "Moment Based Tile Calculations Per RAS 127" • (Pi: ( x ]< t Z $ = 1 3 • ,905 ) - Mg:m" ! 9q = M IS Product Approval M f � (
(P C I Cl x 2 .8C =Z) ')) Mg:e •v 1 = M Z' �` Product Approval Mf Q 8 (0 si)
(P3: 6 • x 2, r SC? ) - Mg: (0•62q = Mr3 ;71 Product Approval M f R As 1
(P x L
(P2: x L
(P3:
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules at d Appeals. ••••
• •
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater tharor egatitT the Fr values! • •
for each area of the roof, then the tile attachment method is acceptable.
xI
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
Method 3 "Moment Based Tile Calculations Per RAS 127"
xw: =) -W:
x w: = ) - W:
xw: =) -W:
x cos 0 = Fri
x cos 0 = Fr2
x cos 0 = Fr3
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
•• • • •
• • •
•• ••
•
•
Product Approval F' • •y • • • • •
• • • •
Product Approval F' • • • • ••••
Product Approval F' . •
• •
•
••
•
•
•
••
••
••
•
••
•
••
••
••
••
•
• • •
FLORIDA BUILDING CODE - BUILDING 15.35
••
•
t•
•
••
•
••
•
•
• •
•••
�•
•
4••
•
4••
•
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 15 (High-
Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets
the wind resistance and water intrusion performance standards. Aesthetics (appearance)
are not a consideration with respect to workmanship provisions. Aesthetic issues such
as color or architectural appearance, that are not part of a zoning code, should be
addressed as part of the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may
have to be renailed in accordance with the current provisions of Chapter 16 (High-
Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing
the existing roof system.)
3. Common roofs: Common roofs are those which have no visibl. deltr eatiort •••
between neighboring units (i.e., townhouses, condominiums, etc.). In buildings with.
common roofs, the roofing contractor and /or owner should notify the 9.ccxigants or
adjacent units of roofing work to be performed. •••• • • • •
• • • •
4. Exposed ceilings: Exposed, open beam ceilings are where thq j4 cigrside e
roof decking can be viewed from below. The owner may wish to maiot in
architectural appearance; therefore, roofing nail penetrations of the uradeiside of the
decking may not be acceptable. The owner provides the option of maintaining thie'••
appearance. •��•••
5. Ponding water: The current roof system and /or deck of the building may not drain
well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding
can be an indication of structural distress and may require the review of a professional
structural engineer. Ponding may shorten the life expectancy and performance of the
new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the
roof is not overloaded from a 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: / /www. infosolutions .com /icce /gateway.dll /293 /317 ?f= templates$fn= document - frame.... 2/27/2007
•
•
•.
Y •
••
•
• •
M I A M IDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Hanson Roof Tile d.b.a. Pioneer Concrete Roof Tile
1340 SW 34 Ave
Deerfield Beach, FL 33442
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The 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 South Florida Building
••••
Code, 1994 Edition for Miami -Dade County or Florida Building Code. • • • • • • •
DESCRIPTION: Palema Double Roll and Hacienda Double Roll Roof Tile
RENEWAL of this NOA shall be considered after a renewal application has been filed andhw has been o
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 r&Mision or change m the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enQdi i nt of any •
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Faildre to c„clMplywith
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'liy the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 7.
The submitted documentation was reviewed by Frank Zuloaga, RRC
• • •
• • •
• • •
•• • ••
NOA No.: 02 -0709.08
Expiration Date: 12/16/07
Approval Date: 08/22/02
Page 1 of 7
•`
•
• •
• •
•
•
•
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
1. SCOPE
This renews a roofing system using Hanson ` Palema Double Roll and Hacienda\Roof Tile,
as manufactured Hanson Roof Tile d.b.a. Pioneer Concrete Tile described in Section 2 of this
Notice of Acceptance. For the locations where the pressure requirements, do not exceed the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Hanson Palema Double
Roll Tile
Hanson "Hacienda"
Trim Pieces
Roofing
Roofing Tile
Concrete
Dimensions
Length: 161/4"
Width: 13"
%" thick
Length: 171/4"
Width: 13"
:" thick
Length: varies
Width: varies
Varying thickness
2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS
Product
Rainproof II
Ice and Water
Shield
Dimensions
30" x 75' roll
36" x 75' roll
Or
60" x 75' roll
36" x 75' roll
Test Product
Specifications Description
Low profile, interlocking, extruded concrete
TAS 112 roof tile equipped with two nail holes. For
direct deck or battened nail -on, mortar or
adhesive set applications.
Low profile, interlocking, extruded concrete,
TAS 112 roof tile equipped with tvw nail' hole a nd. . . .'
double roll ribs. For direcrdecleor batjeneei •
•
nail -on, mortar or adhesiJers'$'applicati&iis. • •
Accessory trim, concrete roe pieces for use at
TAS 112 hips, rakes, ridges and valley temunatien.... •
Manufactured for each tilp prpfije. •
Test Product
Specifications Description
Single ply, nail -on
TAS 104 underlayment with 2"
self - adhering top
edge.
Self- adhering
TAS 103 underlayment
. .. •
. •
• •
•
• ••••
• • ••••
• • •
• Manufacturer•
.•
Protect -O -Wrap,
Inc.
(With current NOA)
W.R. Grace Co.
(With current NOA)
NOA No.: 02 -0709.08
Expiration Date: 12/16/07
Approval Date: 08/22/02
Page 2 of 7
Product
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® AH160)
Roof Tile Adhesive
TileBond
Hurricane Clip &
Fasteners
Dimensions
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 2 '''A" long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
N/A
N/A
Factory premixed
canisters
Clips
Min. W' width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 'A"
Test
Specifications
Wood Preservers
Institute LP — 2
TAS 114
Appendix E
TAS 114
Appendix E
TAS 123
TAS 123
TAS 123
See NOA
See NOA
TAS 114
Appendix E
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.
Adhesive designed
for use in roof tile
applications.
Single component
polyurethane foam
roof tile adhesive
Corrosion resistant
clips with corrosion
resistant nails.
Manufacturer
Generic
(With current NOA)
Generic
(With current NOA)
Generic
(With current NOA)
Bermuda Roof
Company, Inc.
(With current NOA)
Quikrete ....
• ceI1struction• • •
• • Products • •
(With current NOA)
•
....
.••• •
.W...R.Bonsal Co..
fwithcurrent ROM'
•
• •
• •
• • • •
••••
Polyfoam Prociucts
Inc.
(With current NOA)
Flexible Products
(With current NOA)
Generic
(With current NOA)
NOA No.: 02 - 0709.08
Expiration Date: 12/16/07
Approval Date: 08/22/02
Page 3 of 7
•
•
•
• •
• •
• •
•
• .
• •
• •
Table 2: Restoring Moments due to Gravity - M (ft- Ibf).. • •. • • '
Tile
Profile
3 ": 12"
4 ": 12"
5 ": 12"
6 ": 12" :,
•
• :9; : 12"
breatef+'
Battens
• •
or•
• •
DI"ri&
Oetk
Hanson
Palema
Double Roll
and
Hacienda
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct:
Deck '
5.92
6.80
5.82
6.69
5.70
6.55
5.56
6.39
5.41
6.22 •
Table 1: Aerodynamic Multipliers - X (ft ••••
Tile
A. (ft
: a, (ftj ••••
Profile
Batten Application
Direct Dd'Ck Application :
Hanson Palema Double Roll and
0.267
$ • • • •
Hacienda Tile
•
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
RAS 106 may be 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 Hanson `Palema Double Roll and Hacienda' Roof Tile and its components shall be installed in
strict compliance with Roofing Application Standard RAS 120.
4.2 Data For Attachment Calculations
• •
• •
••••
NOA No.: 02 -0709.08
Expiration Date: 12/16/07
Approval Date: 08/22/02
Page 4 of 7
Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf)
For Nail -On Systems
Mr Cft - Ibff • "'••
• • • • • •"
Minimum Attachment;
Resistance
Tile
Profile
Fastener Type
Direct Deck
(Min 15/32"
plywood)
Direct Deck
(Min. 19/32"
plywood)
26.1
Battens
Hanson
Palema
Double Roll
and
Hacienda
Tile
2 -10d Ring Shank
Nails
27.8
37.4
28.8
1 -10d Smooth or
Screw Shank Nail
8.8
11.8
4.1
2 -10d Smooth or
Screw Shank Nails
16.4
21.9
7.1
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
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'
43.0
67.5 •....
......
•
50.9,;;; •
• •
1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile! • • • •
•
Table 4: Attachment Resistance Expressed as a Moment
For Two Patty Adhesive Set Systems
Mr Cft - Ibff • "'••
• • • • • •"
Minimum Attachment;
Resistance
Tile
Profile
Tile Application
Hanson Palema Double Roll
and Hacienda Tile
Adhesive
26.1
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
•
NOA No.: 02- 0709.08
Expiration Date: 12/16/07
Approval Date: 08/22/02
Page 5 of 7
Table 4A: Attachment Resistance Expressed as a Moment - M (ft -Ibf)
For Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Hanson Palema
Double Roll and
Hacienda Tile
Polyfoam PolyProTM
86.61
Polyfoam PolyPro
45.5
4 Large paddy placement of 54grams of PolyPro
5 Medium paddy placement of 24grams of PolyProTM.
Table 4B: Attachment Resistance Expressed as a Moment - M
For Mortar Set Systems
Tile
Profile
Tile
Application
Mortar Set'
Attachment
Resistance
20.60
Hanson Palema Double Roll and
Hacienda Tile
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 es applicable..'.: '
building code in order to properly evaluate the installatice•of4his system. • •
• •
•. •.
....
• •
• •••
• •
• • • •
•
• •
•• •
• • •
• • •
•• • •.• •
NOA No.: 02 -0709.08
Expiration Date: 12/16/07
Approval Date: 08/22/02
Page 6 of 7
•
•
PROFILE DRAWINGS
HANSON PALEMA DOUBLE ROLL ROOF TILE
FASTENER HOLES
UNDERLOCK
OVERLOOK
HANSON HACIENDA CONCRETE ROOF TILE
FASTENER HOLES
UNDERLOCK
END OF THIS ACCEPTANCE
•
•
• • •
.. •
••••
1 •
•
• •
OVERLOOK"
• • •.
• •
....
•
• • •
• •
•• ••
•
NOA No.: 02 -0709.08
Expiration Date: 12/16/07
Approval Date: 08/22/02
Page 7 of 7
• • •
.•••
•• ••
• •
• •
•
• •
• • ••••
• •
• • • ••• •
• • •
•• • ••• • • •
• •
MIA M I'DADE MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
••••
. .
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. • • • • • • • • •
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name or loaf, thy' state and • •
following statement: "Miami -Dade County Product Control Approved ", unless otherwise not . Herein. • • • • . • •
••••
RENEWAL of this NOA shall be considered after a renewal application has been filed and•tltetd has bldii hb•
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 rr�visipn or changeria the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end &emtnt of MI. ;
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to compISP
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #02-0408.09 and consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No: 03- 0501.05
Expiration Date: 11 /04/08
Approval Date:10/23 /03
Page 1 of 21
.•
•
• •
ROOFING SYSTEM APPROVAL
Category: Roofmg
Sub - Category: BUR
Deck Type:
Maximum Design Pressure
Fire Classification:
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
GAF Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixTM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating.
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All
Weather Plastic Cement
(MatrixTM Standard
Wet/Dry Roof Cement
204)
RUBEROID® Modified
Bitumen Flashing
Cement
Jetblack Premium
Flashing Cement
GAFGLAS® #75
GAFGLAS #80 Ultima
Base Sheet
GAFGLAS Flex PIyrm 6
Wood
-75 psf
See General Limitation #1
Dimensions
5, 55 gallons
60 1b. bags
5 gallons
1, 5 gallons
1, 5 gallons
5 gallons
5 gallons
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824
ASTM D 4586
ASTM D 4601
ASTM D4601
ASTM D 2178
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used for
flashing applications only.
Surface coating for smooth surfaced roofs.
Fibered aluminum coating. • •
•• ••
• •
....
• •
••••
• •
• • •
•• ••
•
..••
• •
... •
• •
ASTM D 3019 Refined asphalt blended wit .a mineral
ASTM D 3409 stabilizer and fibers. Perrit adhesion to •
wet and dry surfaces.
Fiber reinforced, polymer modified Flashing
cement
ASTM D 4586 Asphalt flashing Cement
•
•• ••
Asphalt impregnated and coated glass mat
base sheet.
Asphalt impregnated and coated, fiberglass
base sheet
Type VI asphalt impregnated glass felt with
asphalt coating.
NOA No: 03-0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 2 of 21
•
• • •.•.
•
• • •
• • ••. •
..
•
Membrane Type:
Deck Type 1:
Deck Description:
System Type E (2):
Anchor sheet:
Ply Sheet:
Cap Sheet:
Maximum Design
Pressure:
Maximum Slope:
BUR
Wood, Non - insulated
19 / 32 " or greater plywood or wood plank
Tile Underlayment, Base Sheet mechanically attached.
GAFGLAS® #80 UltimaTM Base Sheet, RUBEROID® 20 or Tile -Mate Base
Sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet
may be applied at a right angle (90 °) to the slope of the deck with approved
annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side
lap, and two 12" o.c. staggered rows along the center of the sheet.
(Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGLAS FIexP1yTM 6
sheet, GAFGLAS #80 UltimaTM, RUBEROID MOP Smooth or RUBEROID®
20 adhered in a full mopping of approved asphalt applied within the EVT range
and at a rate of 20-40 lbs./sq.
One ply RUBEROID® MOP, RUBEROID® MOP PLUS or Tile -Mate Cap
membrane may be applied at a right angle (90°) to the slope of the deck* adhered
in a full mopping of Type N asphalt applied within the EVT range and at a rate
of 20-40 lbs. /sq. Membrane shall be backnailed to deck with approved annular
ring shank nails and tin caps in accordance to applicable Building Code. No
nails or tin caps shall be exposed
* Membrane may also be installed parallel to the slope of the roof . (i.e. • • • • • •
strapping). If membrane is strapped, then anchor sheet and ply sheef ynust alsb'lfe
.. • • •
strapped. • • • • •
• • •
Refer to tile manufacturer's NOA.
•
•
• •
.... ••••
Must Comply with Roofing Application Standard RAS 118, 0114, I4, RAS" 130: •
and applicable Building Code.
••
•
• •
• • •
. . •
•
• •
•• ••
.•• •
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 20 of 21
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum 1 /4" Dens Deck or 1/2 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of - psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener va1u� • • •
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. • • • • : •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attag]lplgpr is bash, • •:
on a minimum fastener resistance value in conjunction with the maximum design value. within,
a specific system. Should the fastener resistance be less than that required, as deterri I by the • • • • •
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida•Registere4 • • • •
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised UsteQer sp4ij g, •
shall utilize the withdrawal resistance value taken from Testing Application Standatas Y'AS 105•and
•
calculations in compliance with Roofing Application Standard RAS 117. . • •
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requ of 411E.
areas. Fastener densities shall be increased for both insulation and base sheet As•c4lculatgc in •
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically.:
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 21 of 21
MIA MMADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
VRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
IECEEWL
MAR 2 1 200'
BY:
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of c
The documentation submitted has been reviewed by the BCCO and accepted by the Buildi
Review Committee to be used in Miami Dade County and other areas where allowed by th
Jurisdiction (AHJ).
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
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•l3GCO
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 Higlf V1 Humislea
Lone of the Florida Building Code. ••••••
DESCRIPTION: Polypro® AH160
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
••••
••••
•
•
•• •
• • •
• ••
••.... •
RENEWAL of this NOA shall be considered after a renewal application has been filed and•the>t•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 e isiori or changt•iti4i�ie
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of a$y ;
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.
Miami Shores Villa • e
DATE
/10/11,
APPROVED
ZONING DEPT
BLDG DEPT `ice ✓ // i�ili�LL/L'
SUBJECT TO COMPi.IAN E WITH ALL FEDERAL
STATE AND COUNTY RULES AND REGULATIONS
••••••
•
•
•
••••••
• •
••.•.•
• •
OOOOO
•
. • .. . •
••....
• •
•
•.•...
• •
•..•..
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: 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 Test
Specifications
Polypro® AH160 N/A TAS 101
Foampro® RTF1000
ProPack® 30 & 100
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
N/A
N/A
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment •
• . •
Dispensing Equipment
... ••
•
•••••.
••••
• •
••••
• •
• • •
•• •.
•
PRODUCTS MANUFACTURED BY OTHERS: 1••••
• • •
• • • • • •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curreat.N 1A h whic
list moment resistance values with the use of Polypro AI-1160 roof tile adhesive. • • • • • • ••••••
•
Test Results
••••.•
• • •
• •
1.6 lbs. /ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /Ft
3.1 Perm / Inch
+0.07% Volume Change @ -40 F., 2 weeks
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
•
••••
• •
• •
•• •
••••
••• •
•.
••
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 2of7
••.••.
•
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••....
• •
••
• .
OOOOOO
• •
•
•..•..
• •
•....•
• •
EVIDENCE SUBMITTED:
Test Agency
Ccnter for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
'trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
F
2
F'=
MS
Test Identifier
#94 -060
257818 -11'A
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB -589 -631
9637 -92
01- 6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Tcst Name /Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
TAS 101
• •
• • 12/28/98 • •
•••••• • . •
•
•.•... •
• .... •• •
• • • •
•••• • ..
• •
..
*Q4412/99 •••••
••••••
• • •
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
•
• •
• • •
• •
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
• ...
••..
•
••.•
• •
•••.
• .• •
••
•
2. Polypro® 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 Polypro® A1-1160 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.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
• •••• •
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•
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• •
•.••••
• •
Table 1: Adhesive Placement For Each Generic Tile Profile ...... •
• • •
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
35
Two Paddy Weight.
per paddy Hain. .
(grams)
N/A
Flat, Low, High Profiles
#1
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
INSTALLATION:
1. Polypro® A1-1160 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® AII160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AI -I160 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 mii t'e:Miler • •
Polypro® AH 160 has been dispensed. •••••• •
9. Polypro® AH160 placement and minimum patty weight shall he in accordance with the 'I acemdrft. • •
Details' herein. Each generic tile profile requires the specific placement noted herejrl. • •
LABELING:
All Polypro® 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.
• •
• .. ...
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 4 of 7
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••
1111..
. •
•
• •
••.1•.
• •
00000
.1•••
1 111..
•
•
1110..
• •
1101..
• •
Nail through plastic cement Paddy (Beneath Tile)
Underlayment
1
Eave Course
10 in.
Eave Closure
Fascia
Eave course only:
Keep adhesive ap cox.
4In. up from wee holes
Nail through plastic cement
Underlayment
1
Eave Course
10 in.
Eave course only:
Keep adhesive approx. 4 in. up
from weepholes
ADIIESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Paddy (Beneath Tile)
Fascia
Eave Closure
Nail through plastic cement
Underlayment
1
10 In.
Eave course only:
Keep adhesive approx.
4 in. up from weepholes
Paddy (Beneath Tile)
N
44141 •
Eave Course Fascia N. . Weephole
Eave closure
Drip edge
1) Place enough adhesive to achieve 17 to 23
square inches in contact with the pan tile
2) Turn covers upside down. Place adhesive 112In
To 1 in. From outside edge of cover tile.
Then install the tile.
Underlayment
Remov
top portion
of the eave
course cover tile.
Abut t0 second course of
pan tiles. Ensure eave end of
pan and cover tiles are
flush at eave line.
Eave closure
(mortar shown)
Weephole Fascia Bo
Optional 2x4's for
steep pitch applications Nail through ptastlarq)
• • •
• • • • •••••
•• •
••
•
•
•
• • 4Fheathhog
• •
Optional • •
Point-up Mortar
on longitudinal
edges of tile
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
• •
• • •
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•
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• •
••••••
• •
•••••
• •
••••
••••••
• •
OOO
• •
O
• •
Nail through plastic cement
Underlayment
7 in.
Eave Course
Eave Closure
2i
Nail through plastic cement
Underlayment
Eave Course
Paddy (Beneath Tile)
7 in.
m.
Fascia
Nail through plastic cement
4
e ��
al
7 in. in. ,
I • Fedstl! I NN
`3 44 ,i, � • Wee*
•
Eaelosure :
Driptdle • •
•
Underlayment
1
Eave Course
Paddy (Beneath Tile)
Fascia
Eave Closure
•
Paddy (Beneath Tile)
••
•
••••.
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
• •
••••
••••••
• •
• • ••
00000
• • •
• •
• •
• • •
•• •
•• •
• • •
• ••
• •
00000
•
•
• •
••••
••• •
• •
••
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
•
•••••.
••
•
00000
• •
••••••
• •
• •
•••..
••••••
•
•
•
••••••
• •
••••••
• •
Nail through plastic cement
3 in.
x3 in.
Single paddy on
under-
layment
Single paddy
on top of tile
Single paddy
under tile
Paddy
(between tile)
Paddy
(under tile)
Eave course
2 in. X 7 in. medium
size paddy eave
Fascia course only
Nail through plastic cement
cwt•
1 x3in.
Single paddy
on underlayment
Single paddy
on top of tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Eave Course
Nail through plastic cement
Underlayment
4�
3in.x 3 in.
4 in.
Single
paddy on
under.
layment
Single paddy
on top of tile
Eave
Course
Single paddy
between tile
I
x 7 in. medium
size paddy eave course only
Fascia
Eave Closure
END OF THIS ACCEPTANCE
Single paddy under tile
Single paddy between tile
2 in. x 7 in. medium
size paddy eave
course only
00000
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••
• •
• •• •
•••.••
• •
•• •
•.••••
• • •
• •
• •
• • •
• • •
Fascia
•%VIA
Eave Mite
•np edge
•• ••
•
•• •
• •• •
• • ••
• •
•••••.
•
•
• • • •
• •
••••
••• •
• •
•
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7
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Date Job Address
o?.ff ig /aP 5T
Legal Description
/ Lessee / Tenant
,�i w
Owner's Address ;SY/vE MPS/ ,09/,g/diko
Contracting �i �6
Qualifier ill.Z‘eSS4t // Phone X7'`7' //i
Owner
State 11����i 2 i Municipal # Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor
Permit Type(circle one
WORK DESCRIPTION
Square Ft.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
/o
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing informatio
be done in compliance with all applicable laws regulating
authorize the above -named contractor to do the work st
Signatu e-af\o er and /•r Con:• President
Date:
Notary as r ane# r e f esident
My Commi s d � �� '' m y C Expires 11/2197
- , Commission #CC 327872
* • *
** *
FEES: PERMIT (
APPROVED:
* * *
Fire
Zoning Buildin
* *
Da
Tax Folio
Master Permit # 3 gc2:2y
Phone
•
Address
Address
: BUILDING ELECTRICAL. PLUMBING MECHANIC ^ ROOFIN) PAVING FENCE SIGN
Estimated Cost(value) 4f e0dd•
Mechanical Plumbing
ccurate and that all work will
and -oni; g. � I
r- Builder
Notary' 8ft£d1 "� oroExp(dbsrle/12J9Builder
My CornalligiatiVExpCnigifsion Co #CC 327872
* * * * * * **
RADON /- C.C.F. NOTARY TOTAL DUE `f' 111C1)
Other
Electrical
Engineering
'PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA;
COUNTY OF DADE:.
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance won
Chapter 713, Flonoa Statutes, the 10110wing information is provided in this Notice of Commencemen •
1. Legal description of properly and street address.
2. Description of improvement.
3. Owner :, sme arld address:
Interest In property
Name and address of fee simple titleholder
P,
Notary Public
Print Notary's Name
My Commission Expires:
dy
• se ,C '.Jr 1 6.VMMCiV‘CMtNI
Signature el Ownp
Print Owners Name 1714G'/g ?
Sworn to and subscribed oefore me this N day of CC Fr
4
STATE OF FLORIDA, COUNTY OF DADE
1 YE' Y CEd;,FY t o tl.i is a fru0 cop o6 the
l i tie i 1,.e o.,ice on l day / J
A D )9
- - gJ ifs
.1 r ''- r' r i iciai 5001.
5T.
95R251429 1995 JUN 26 14:32
4f3.
8. In addition to himself. Owner designates me following person(s) to receive a copy of the Lienor's Notice as provided �n
Section 713.13(1)(D), Ftortda Statutes
Name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes.
Name and address:
4. Contractor's nam@n ddress
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address.
57 //a w
9. Expiration date o''t- s Nonce of Commencement. (the expiration date is 1 year from the dale of recording unless a
different da e is specified)
Prep - b y:
Address;
i730l•67 WJ
Test Location
Uplift Pull
Test P or F)
Test Location
Uplift Pull
Test P or F)
Test Location
Uplift Pull
Test (P or F)
1
26
51
2
27
.
52
3
28
53
4
29
54
5
30
55
6
31
56
7
32
57
8
33
58
9
34
59
10
35
60
11
36
61
12
37
62
13
38
63
14
39
64
15
40
65
16
41
66
17
42
67
18
43
68
19
44
69
20
45
/�
70
21
46
71
22
47
72
23
48
73
24
49
74
25
/
50
75
Du Quesne & Associates, Inc.
Consulting Engineers Environmental • Civil • Structural
Testing Laboratory Building Inspection Services
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE
IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106 f /4711 1 , #QES
SITE SPECIFIC INFORMATION
Owner's Name: /-I'/ G141\)
Job Address. 58 1 J • 6- • • O
Roofing Contractor (
Type of Tile: — ■� 4w ^;�• C Date Installed
Approximate Roof Height _/ feet 13 6-1- Roof Pitch
Type of Access to Roof: Scaffolds
Approximate Square Footage of Roof 2- . ' ft 2
Required Testing Force: 35 lbs. Testing Equi�nent: Chatillion DFIS 100
Date Tested* S IC ►h aim• 1) , 1 S
% Ladder
TEST RESULTS
P .0 PASS, F - FAIL
SKETCH OF ROOF IN BACK
Other
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
THIS REP'
f , I It
r
o C • ineer
�j I.E. .,r •, Wg
Du Qt3p5t4
1 1
d �' -�
815 N. V- 57trrrAv • Suite 428 • Miami, Florida 33126 • Telephone: (305) 2641425 • Fax: (305) 261 -8863
N2 95825
SKETCH OF ROOF
JOB
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
NOTES:
4 .
T✓laoc
S'lflt% . — 3 :12
N
It..
r
r._... _......._........_.._.._....... _ .............a.....__
......
a
V4e"
12 ... ..
1
1Q-(07
1
JOB
.258 nJE /0o .ST /tfi m r J 6 ,ee, j ,
SHEET NO °Ai 4' . OF 0 /J4
CALCULATED BY �� C� 7
• " � DATE �✓
CHECKED SY DATE
SCALE A) T$•
.............:....
7'
Job Address: Contractor: Process No.
Adhesives (continued): Additional Notes:
Note: Application of adhesives shall be in compliance with the Roofing
Component Product Control Approval and the minimum
requirements set forth in Subsection 3403.5(e)(4)(cc) of the South
Florida Building Code.
Ventilation System (check one or more of the following):
The following information is required to confirm compliance with
Subsection 3401.4(e) of the South Florida Building Code.
O� Ridge:
l offit: T
Type
Size in'
:kr Size Irk in'
Note: If underlayment is comprised of a self - adhered membrane, both soffit
and ridge ventilation systems are required, unless a base sheet is
applied as an anchor sheet below the self - adhered underlayment.
Note: The Tile System Assembly shall be installed in strict compliance
with the application instructions enumerated in the Product
Control Approval. A permit shall be issued for application of the
specified Tile System Assembly only. Any change to the specified
Tile System Assembly shall require submission of a revised
SECTION II with a copy of SECTION I, noting the permit
number issued.
Job Address: AO /' f /sP Jr
Mortar or Adhesive Set Tile Systems
Page - 4
DETAIL #1
Job Site Identification:
Mortar or Adhesive Set Tile Systems
Page - 5
Contractor: /1ZCZ ∎foe
Process No.
Ridge Venting:
(�J oppllcable)
Deck: / /a �'t'/V��
Type: j �(T
FILL IN APPLICABLE ROOFING COMPONENTS WI IICII MAKE UP
TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS
INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN
ON THIS PAGE. (Where Roofing Component not uscd in Tile System
Assembly, fill in with "N /A ". )
Thlebuse: ` Iat
Underlayment: . {/ r
Unde nt '� �, _ L �
Fastener: /
3 "
12"
Head Lap Dimension: Z"
(minimum 2' units, otherwise verified
in the file system auemblyProduct Control
Approrop
Mortar /Adhesive: /4'41
Tile:
Tile Fastener: ,rgY�iC
Edge Metal or 9#74 •
Fastener: .Null CS
Bird Stop:
(tf applicable )
Edge Metal �
or Gutter:
to-
Existing or Propo d
Soffit Venting: / J/SywY /'���
Job Address:
Ridge Height:
/3 feet
Eave Height: Roof an Height
/0 feet fleet
Insert Building Ridge Height, Eave Height and Roof Mean Height.
Also insert applicable information pertaining to the building below.
( See ASCE 7 -88 Fact Sheet Attached )
Exposurc Category:
Classification Category:
M I Iurricancc Occanlinc?: Y N
Basic Wind Speed at
Building Location: 110 mph
Building Condition based on
% of openings:
(See Table 9 ofASCE 7-88)
Ground Level
Job Address:
pZa�' /t E /08 S %
V ASTM #30 asphalt saturated felt with:
Manufacturer:
❑ ASTM #15 asphalt saturated felt with:
Manufacturer:
>4�
❑ 19" overlap
D 4" overlap
4" overlap
D 19" overlap
O 6" overlap
D 4" overlap
Ild' Mineral Surfaced Roll Roofing with: 0 19" overlap
❑ " overlap
IV 4" overlap
Manufacturer:
❑ Other:
Type:
Manufacturer:
Underlayment Fasteners (if applicable):
❑ Other:
Type:
Length:
Manufacturer:
Contractor:
BUILDING INFORMATION #1
Job Site Identification:
n
Mortar or Adhcsivc Sct Tile Systems
Page - 6
Contractor:
Underlayment (continued):
Check all of the following which apply to the proposed underlayment
for use with the proposed tile system assembly:
Check one of the following which apply to the proposed
underlayment attachment:
❑ Minimum 12 ga. electro - galvanized roofing nail with
minimum 32 ga. x l' / tin cap:f
Length: 1'
Manufacturer: - Pre,
Mortar or Adhesive Sct Tile Systems
Page - 3
Process No.
Process No.
Spacing (per tile system assembly Product Control Approval):
Field: /Z " o.c.
Laps: e$ " o.c.
5. Related Accessories:
Edge Metal (refer to Section 3408.2 of the South Florida Building
Code):
Type:
Dimensions:
❑ Cold Adhesive:
❑ Flashing Cement:
/.
4/ x 3 /'
Gauge or Thickness: i1 6
Finish: &4
Note: All edge metal shall be nailed on the flange and nailed or clipped
at the face in compliance with the provisions set forth in Dade
County Protocol PA 111, marked Appendix 'U' in the South
Florida Building Code.
Adhesives (check one of the following):
Type:
Manufacturer:
Type:
Manufacturer:
Job Address: Contractor:
Project Information (continued):
If the proposed undcrlayment is self - adhered, have you complied
with the venting requirements of Section 2913.3 (b), (c) and (d) of
the South Florida Building Code?
yes no
Are all related accessories approved for use with this tile system
assembly?
Tile:
Tile Name:
Manufacturer:
Tile � Material:
LK Concrete
❑ Other:
no
Are the proposed edge metal attachment fasteners in compliance
with the requirements of the South Florida Building Code (minimum
12 ga. annular • , corrossion reisistant nails)?
no
4. The Tile System Assembly:
The following information is required to confirm compliance with
Subsections 3403.5(a) and (c) and Section 3404 of the South Florida
Building Code.
Product Control Approval Number:
Mortar or Adhesive:
91-7,401/..40P
Check one of the following which apply to the proposed tile
securement for use with the proposed tile system assembly:
Mortar or Adhesive Sct Tile Systems
Page - 2
Job Address: 2i 6" N. /0
Contractor:
Mortar or Adhesive Sct Tile Systems
Page - 7
O Mortar: Manufacturer:
Mixing Ratio:
❑ Adhesive: Type:
Manufacturer:
Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12"
and is less than or equal to 7":12"1:
Check one of the following which apply to the proposed tile
fasteners (for the first three courses) for use with the proposed tile
system assembly:
❑ Minimum 12 ga. galvanized roofing nail:
❑ N/A
Underlayment:
/e-;4‘..2
Length:
❑ Other: Type:
Length:
Process No.
Process No.
It
Note: All tiles shall be installed in compliance with the provisions set
forth in the tile system assembly manufacturer's Product Control
Approval and the minimum requirements set forth in Subsections
3403.5(c) and 3404.2 of the South Florida Building Code. Tile
fasteners in the first three courses (if applicible) shall be of
sufficient length to penetrate the sheathing a minimum of 1" or
through the sheathing thickness a minimum of / ", whichever is
less.
The following information is required to confirm compliance with
Section 3403.5(b) of the South Florida Building Code.
2 , 2 ,.
4
l F�
/o N
Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment.
Also insert variable labeled "a" which represents perimeter and comer dimensions
per Chapter 23 of the South Florida Building Code.
(See ASCE 7 -88 Fact Sheet Attached )
1
M
BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions
Job Site Identification:
Job Address: 4757 yIE ADD ST. Contractor:
The undersigned certifies that the Mortar or Adhesive Set Tile System
Assembly is in compliance with the plans, specifications, and details
submitted by the architect.
STATE OF FLORIDA - COUNTY OF DADE // �--�•////
Before me this day personally appeared C��__G�
who, being first duly sworn, deposes and says that all information submit ed
herein is true and correct.
My commission expires:
1. General
2. Documentation
12a01.158
Licensed C tractor / Owner
Signature
Sworn to and subscribed before me this o?8 th day of c:7L'fil/.E..-
192r
"OFFICIAL SEAL'
Shannon Mil
res 11/2/9
lesion
igrurito
�t lesion • suts�
Notary Public
State of Florida
Job Address: N1 /44) 5/ • Contractor:
APPENDIX 'E'
METRO -DADE UNIFORM BUILDING PERMIT
SECTION II
MORTAR OR ADHESIVE SET TILE SYSTEMS
The information provided in this Section is required to confirm
Product Control Approval of the proposed tile system assembly;
confirm compliance with the wind load requirements of Chapter 23
of the South Florida Building Code (SFBC); and confirm compliance
with Sections 3403.5 and 3404 of the South Florida Building Code.
The following documents are required for submission with the
Uniform Building Permit application:
► Two (2) copies of the proposed tile system assembly's and
associated roofing component's Product Control
Approval(s).
► One (1) copy of the tile system assembly and/or roofing
component(s) manufacturer's published application
instructions and literature.
► All documents attached herein, filled out and completed in
full.
3. Project Information
Check one of the following:
❑ )■ew Construction
(V Re -Roof
Note: Mortar or adhesive set tile systems are not acceptable as recover
applications.
Mortar or Adhesive Set Tile Systems
Page -8
Mortar or Adhesive Set Tile Systems
Page -1
/e Process No.
4 /IL Process No.
Is the deck solid s ed? (circle 'yes' or 'no')
no
Deck Type (check one of the following:
❑ N minal 'A" Plywood (for re -roof only)
▪ ominal Plywood
Wood Plank / "
❑ Other (fill in)
Roof Pitch (fill in):
3 " : 12"
Note: Mortar or adhesive set tile systems shall not be installed at a pitch
greater than 7 ". Mortar or adhesive set tile applied at a
pitch greater than 5 ":12" and less than or equal to 7 " :12" shall
have the first three courses of tile nailed with not Icss than one
nail per tile. As an alternate, the first three courses of tile may be
applied in mortar over a single layer of minimum 12 ga. wire
mesh with square openings of not less than '/•" which is
mechanically attached to the sheathing with not less than one nail
per 2 ft
Circle 'yes' or 'no' for each of the following:
Have you attached two copies of the tile system manufacturer's
Product Control • A . for the proposed tile system?
no
Have you attached a copy of the tile system assembly and/or
roofing component(s) manufacturer's published, application
instructions and ' literature
no
Is the proposed underlayment approved for use with this tile
system assembly?
no
n
FROM ZION SERVICES
• MginODADE
Monier RoofTilc
1900 Northwest Z Ist Avent*
fort Lauderdale, Ft, 33 f i 1
Your application for Product; Approval of Monj 1 .. ► • ; , , , , a t . it , i 41 "
Rootingaag under Chapteell of the Metropolitan trade County Code governing the use of Alternate Materials and
Types of Construction, and completely described it; the plans, Specifications and calculations as submitted by
Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc. has
been recommended for acceptance by the Building Code Compliance Department to be used in Dade County,
Florida under tlic specific and standard conditions set forth herein.
The approval shall be valid tfor a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material al any time fur a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material iiintediately. The Building Code Compliance Department reserves
the right w require testing o(iltis product or material should any amendments to the South Florida Building Coda ba
enacted affecting this produc) or material.
The expense of such testing *ill be incurred the Manufacturer.
PRODUCT NO. :
ACCEPTANCE NO.: 911422j.011 Raul Rodriguez
Product Control Division
EXPIRES: De 2 7 1997 Supervisor
APPROVED:
• b. • ail •
t o
- PLEASE NOTE -
TIiIS IS TiIE COVIl11tSt•IERT, SEE ADDITIONAL PACES FOR SPECIFIC AND CENERAi.
CONDITIONS.
HU1LD1NC CODE COMMITTEE
06.28.1995 13:41
MCTnorOLiTAN DADE COUNTY, FLORIDA
Mtsrn0d7ADE FLAGt.E(i t3UILDiNG.
BUILDING CODE COMPLIANCE DEPAMKMeNT
SUITE IOW
METRO•DADE FLAQt. f BUILDING - • 140 WEST htAOLER BTREET
MIAMI. FLGRIDA 331212•11597
• (0B) 07S4Pot
FAX p175j 776.aoea
• This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code
Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida
the conditions set forth above.
DEC 27 1994
Charle4ranger, P.E., Direct
Building Coda Compliance Department
Metropolitan Dade County .
•
r .
FROM ZION SERVICES
Applicant:
Monier Roof Tile
1900 Northwest 21st Aven e
Fort Lauderdale, FL 3311
Category: Prepred Rooting
Sub-Categna Tiler
1y122: Nlo ar Set/Adhesive Set
Sub -Type: Co rete
1i2ot)ucr CONTROL NOTICE or ACCEPTANCE
ROOFINC SYSTEM APPROVAL
$yy(cm Jsscriptlon
Monier sells tile sy0tents through tocai distribution and directly to consumers. All profiles have
matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such
as underlayment, ventilation systems and flashint; systems are also available. These accessories are
manufactured for all profilels and form a part of this Product Control Approval.
Monier's "I3ermudal' Flat" roof tile has been tested in compliance with the South Florida building
Code requirements for concrete, mortar or adhesive set tiie applications. The minimum roof slope for
Monier's "13erntuda Flat" mortar or adhesive set tiles shall be 2 ":12 ". See the "Profile Drawing" section
in this approval for the "i3omttda Flat" profile drawing. The Monier "Bermuda Flat" the profile has
been tested for both wind characteristics and static uplift performance, therefore, any consideration for
installation shall be done as a 'Moment Based System'. Data for attachment calculations Is noted in
Tables 1 through 3 of this approval.
06.28.1995 13141 P. 3
Product Control No,:
Approval Date:
Expiration Date:
Monier ItoofTile is a member of the Redlattd Group, a world wide producer of primary building
products and roof tile. Moller manufacturers concrete roof tile for nail -on, mortar set or adhesive set
applications in plants throw hour the United States ranging from Washington State to Florida. AlI the is
manufactured from extrudid concrete consisting of Portland Cement, plasticizer, iron and metallic
oxides, and blended aggregates. 'fl i4J'roshtct Con pproval relates to Monier's "l »crl►1u111n
profile j3sfcr)27tppj priatF PrOiltIGISSMIELAPprovals for other file profiles
Contact:
Reese H. Moody
Technical Service Accessories Manager
1900 NW. 21st Avenue
Ft. Lauderdale, FL 33311
(800) 432 -2715
Raul Rodriguez.
94 -122) .08
(EC 2 7 1994
DEC . 2 7 1997
FROM ZION SERVICES
Trim Pieces
TRADE NAMES OF PRODUCTS IVMA•tUr'ACTURED OR
LABELED IIY'APPLICANT
Test
product DbncII iSitsxlQS3tttons
Bermuda Flat Ftat I— IS" PA 112
Tile w m 109,"
1K" thick
» 1 varies
w varies
varying thickness
PA 112
06.28.1995 13.42
Product Control No.: 94- 1221.08
Product
12escr(pj(an
Fiat, interlocking, extruded concrete
roof tits equipped with two nails holes.
For mortar set or adhesive set
applications.
Accessory trim, concrete roof pieces
for use at hips, rakes, ridges and valley
terminations. Manufactured for each
the profile.
Raul Rodriguez
Y. 4
.%
Product
1130 Felt
/143 Coated Base
Sheet
Mineral Surface Cap
Sheet
Rainproof 11
Ice and Water Shield
Mopping Asphalt
Flashing Cement
Product Control No.: ...2.4
TRADE NAMES OF PRODUCTS !MANUFACTURED OTHERS
Dime g=
N/A
N/A
NIA
Lenzingtex -Z13 140 59" x 164' roll
Underlayment 22 lbs/roll
p0" x 75' roll
36" x 7S' roll
Of
60 "x 75'roll
g 6 "x 75' roil
N/A
N/A
Test
Sacifleatiaas
ASTM 0 226
type II
ASTM D 2626
ASTM D 249
PA 104
PA 104
PA 103
ASTM 0 312
type III or IV
ASTM D 4586
Raul Radriglicz
Product
Alen
Saturated organic felt
to be used as a nailed
anchor sheet.
Saturated and coated
organic base sheet for
single or double ply
underlayment.
Mineral surfaced
asphalt roll roofing
for use as a top ply in
a double ply
underlayment system.
Single ply, nail -on
underlayment.
Single ply, nail -on
underlayment with 2"
self - adhering top
edge.
Self - adhering
underlayment for use
as a top ply In a two
ply underlayment
system with approved
830 or 843 as the base
layer.
Asphalt for bonding a
mineral surface cap to
a mech, attached base
sheet in a double ply
underlayment system.
Cut back, asphalt
based, asbestos free,
f best ,reinforced,
trow4 cement
for repakand flashing
applications.
Lenzing
Performance, Inc.
PCA 894 - 0527.05
Protect- O•Wrap. Inc.
PCA 0940714.01
W.R. Croce Co.
PCA 892-1116.01
Manufacturer
generic
generic
generic
generic
generic
** *END * **
(v)
FROM ZION SERVICES
Test ... Product
product Jijitensions Sperilica iota
DcAr.E ltttlRA Manut'nctttrsg
Asphalt Primer N/A\ ASTM D I Cut back, asphalt generic
\ based coating used to
li, ,% facilitate bonding of
dissimilar materials.
Roofing Nails
Tin Caps
Tile Nails
Roof Tile Mortar
("'iilcThe' )
Valley Flashing
tnin. 12 ga. with
' 4" head
min. 32 ga.
1min. 1 / o.d.
max. 2" o.d.
rain. 8d x 2h" or
;min, led x 3"
omin. 26 ga: •
ttim.1G width
PA 114
Appendix
PA 114
Appendix E
PA 114
Appendix is
ASTM A 52S
06.28.1995 13:43
Raul Rodriguez
Product Control No.: 94 -) 221.08
Annular ring shank,
hot dipped, clectro or
mechanically gale.
roofing nails for use
in underlayment
attachment.
Corrosion resistant
circular disc for use in
underlaymcnt
attachment
Corrosion resistant,
screw or smooth
shank nails for
additional tile
attachment at cave tile
courses.
N/A PA 123 Prepared mortar mix Bermuda Root
designed for mortar Company, Inc.
set roof tilt PCA 1194- 0614.01
applications.
Rooflile Mortar N/A PA 123 Prepared mortar mix Quikrete Constructio
( "Quikrete® Roof designed for mortar Products
Tile Mortar ll 1 140 ") set root tile PCA 1194- 0808.01
applications.
Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co.
( "BONSAL® Roof designed for mortar PCA 1194-0628.03
Tile Mortar Mix ") set roof tilo
applications.
Roof Talc Adhesive N/A PA 110 Adhesive designed Polytoam Products,
(Polypro® AH 160) for use in roof the inc.
applications. PCA11 h4- 0401.01
Cal'vanizcd steel
valley flashing
generic
generic
generic
generic
P. 6
FROM ZION SERVICES
ei
product Test
' Dimensions Speciiicottont Product
�iggl2l1 Mnntt fg tS..ta:
Drip Edge min. 26 ga. PA ill Galvanized steel drip generic
nilin. 2" face flange edge ,
nzirn. 2" deck flange
5
66.28.1993 13:44
•
Product Control No.: 94- t 22 t nA
R. 11 Rodriguez
FROM ZION SERUICES
w
Test Agency
The Center for Applied
Engineering, Inc.
\ lest Identifier
94-084
TEST REroras, .
The Center for Applied 94 -060A Static Uplift Testing March, 1994.
Enigneering, Inc. PA 101
(Adhesive Set)
•
Redland Technologigs P0631 -01 Wind Ttmnel Testing July 1994
PA 108
(Mortar Set)
Professional Service 224.47099 Physical Properties Sept, 1994
Industries, Inc. PA 112
06.28.1995 13:44
Raul Rodriguez
Test Name/Report
Static Uplift Testing
PA 101
(Mortar Set)
Product Control No.• • 94 J221.08
May 1994
P. 8
FROM ZION SERVICES
Deck Type:
Deck Description:
SYSTEM D:
Slope Range:
Undcrlayment:
Roofing Tile:
Comments:
SYSTEMS
96.25.1995 13:45
Wood, Non - insulated
New construction 19 /12" or greater plywood or wood plank.
Mortar or Adhesive Set Application
2r:12" to 7 " :12"
tc: System D is only acceptable in this slope range.
Product Control No.: 94- 1221.08
("stall choice of approved ttnderlayment system, noted on Page 1 of Dade
County Protocol PA 120, in compliance with Section 3.02 of PA 120. See
System Limitation BG.
litstall tile in compliance with PA 120 using one of the approved mortars or
adhesives noted in this approval. Mortar or adhesive shall be applied in
ci rnpliance with the tnortar manufacturer's Roofing Component Product
Control Approval. The mortar or adhesive attachment shall provide sufficient
attachment resistance expressed as a moment to meet or exceed the required
moment of resistance determined in compliance with PA 115 or PA 127, The
mortar and adhesive attachment data is noted in Table 3, attached.
1. For re -roof applications, 11 / 32 " plywood is an acceptable substrate.
2. For mortar set applications, the first three courses of tile shall be nailed with
not less than one nail per tile. As an alternate, the first three courses of tile
s1agtf be applied in mortar over a single layer of minimum 12 gn. wire meslt
WW1 square openings of not less than I which is mechanically attached to the
deck with not less than one roofing nail every 1 fl'. For roof pitches from
6":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth
course, shall be nailed with not less than one nail per tile.
P. 9
Raul Ralriguez
Product Control No.: 94- 1221.08
SYSTEM LIMITATIONS
I. The standard minimum roa pitch for Monier "Bermuda Flat" mortar sat or adhesive set tile
applications is 2" rise in 12" rut! (2 ":12 "). The maximum roof pitch for mortar set or adhesive set
tile applications is 7" rise in 12" run'(7 ":12 ").
2. Monier's "IIermud4 Flat" tile profile has not been tested for nail -on applications, therefore,
System A (Cottnter..Batten Nail - On Application), System II (Direct Deck Nail - On Application) and
System C (Horizontal Batten Nail - On Application) do not form part of this approval.
3. System instailation'siiall be in compliance with the system specifications outlined in this Product
Control Approval. 'Mortar set or adhesive set tile shall be attached using an approved mortar or
tile adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The
method of attachtndnt utilized shall provide sufficient attachment resistance expressed as a moment
to meet or exceed the required moment of resistance determined in compliance with Dade County
Protocol PA 115 oriPA 127.
4. For mortar set applications, the first three courses of tile shall be nailed with not Icss than one nail
per tile. As an alternate, the first three courses of tilc shall be applied in mortar or adhesive over a
single layer of minimum 12 ga. wire mesh with square openings of not Icss than t /," which is
mechanically attached to the deck with not less than one rooting nail every 1 IV. For roof pitches
from 6 ":12" to 7 " :1!i: ", every third tile of every fifth course, beginning at the eighth course, shall be
nailed with not less khan one nail per tile.
5. For mortar set oil adhesive set tile applications, a field static uplift test by n Dade County
accredited testing nency, in compliance with Dade County Protocol PA 106, shall be required not
less than 30 days after application to confirm tile adhesion. The results of this testing shall be
reported to the Building Ot icial and the installer stating that the application has passed or failed PA
106 testing. if the ,application fails PA 106 testing, the report shall state which portion of the test
was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent
to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area
(i.c. ridge/rake) tile with approved tilt adhesive. The installer shall place an identifiable marking on
each repaired tile for future reference. Any PA 106 re -test shalt not include any marked tile.
6, For mortar or adhesive set tile applications, 30/90 hot mopped t applications may be
installed perpendictt1ar to the roof pitch prior to June 1, 1995 unless stated otherwise by the material
manufacturer. Thereafter, 30/90 underlaymcnt systems shall be installed parallel to the roof pitch in
compliance with A,endix'A' of Dade County Protocol PA 120.
7. All tiles shall bear! the imprint or identifiable marking of the manufacturer's name or logo for
identification in theIfietd.
8, The Monier "Bermbda Flat" tile profile has been tested for both wind characteristics and static
uplift performance, therefore, attachment calculations for installation in compliance with Dade
County Protocol PA 115 or PA 127 shall be done as a'MottbnntBased System'
Raul Rodriguez
(c43
SYSTEM LiM ITATIONS
(CONTINUED)
Raul Rodriguez
P it
Product Control No.: 94.„17.2)..08
9. Applications for roofing permits shall include a completed Section 11 of the Uniform Building
Permit, a copy of Monier Roof Tile's current specifications and details, n copy of this Product
Control Approval and a copy of the Product Control Approval of any Roofing Component used in
the proposed tile application. Reference shall be made to appropriate data for the required fire
rntiiib.
10. The applicant shall retain the services of a Dade County certified testing laboratory to maintain
quality control in compliance with the South Florida Building Code and related protocols. Samples
taken shall be in Compliance with Dade County Protocol PA 112, Appendix 'A'.
11. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the Soutit
Florida Building Bode.
Table 4: Attachment Resistance Expressed as a Moment - M (ft -lbf)
• from PA 101 Testing _
Tile T
Profile
Tile
Application
Attachment
Resistance
Monier Bermuda Fiat Fiat Till
Mortar Set
39,00
Adhesive Set
118.90
FROM ZION SERVICES
Bermuda Flat Fiat Tile .,
111 e
Profile
Monier Mission
Barrel Tile
Tile
Profile
Table 2: Restoring Moments due to Gravity - M (ft -lbf)
from PA 101 Testing _
3" :121'
DATA FOR ATTACi1MENT
CALCULATIQNS
Table 1: Aerodynamic Multipliers - X (ft')
from PA 108 Testing
X (ft')
Batten Application
4" :12"
5.20 - 5.12
N/A
06.28.1995 13:50
5 " :12"
5.01
Raul Rodriguez
Product Control No.: • 94:12/ t 08
3 . (iri
Direct Deck Application
s " :12"
4.89
0.24
7 " :12" or
greater
N/A
P. 3
(11
r�l
MONIER 1200E TILE
IOUS< <Iro
BERMUDA PLAT FLAT TILE
PROFILE DRAWINC
mlicsauLaz
<. ,
it'
Raul Rodriguez
Product Control No.: 94-1221 O&
:f
•
: CV;
•
n
FROM ZION SERVICES
M p �
----�— -.. . -. -. ••■••■•,..••••• mono.DADE FLAGLEn BUILDING.
LUILDSUO COD COMPUANCII DtPM1?MENT
memo-woe FLAMLEM ammo
140 14o Wesr FLM)LER STREET
' • . MJAMt FLORt ) 276.2
•
S�ca1 �e•tvol
FAX (7os 3a.stroa
Extensions of Acceptance may be considered aver a new application has been filed and the supporting
data, test reports rho older titan ten (IQ) years, have been re-evaluated.
Ail reports of re-ipsting shall bear the seat, signature and date of an engineer registered In the State of
Florida.
2. Any revision or "pnge in the materials, use, or manufacture of the product or process shall automatically
be cause for tcrtnitlption, unless prior approval is granted for revisions or change.
3. Any unsatisfactory'iperfonuance of this product or process ors change in Code provisions shall be grounds
for reevaluation.
4 . This acceptance stn tt nut be used as an endorsement orally product for sales or advertising purposes. ,
5. 'Mc Notice of Ac4otance number preceded by the words Dade County, Florida, And followed by the
expiration date may 5e displayed in advertising literature. If any portion of the Notice of Acceptance is
displayed, then it sIptil be done in its entirety.
6. Product approval *wings, where required for permit applications, shall be provided to the applicant by
the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need
not be re- seated by tut engineer.
7. Failure to comply With the Standard Conditions shall be cause for termination of the Approval.
This approval supersedes ail previous approvals.
06.29.1995 13:51
METROPOLITAN DADE COUNTY, FLorliDA
eul Rodriguez
Product Control Division
Supervisor
P. 5
O 3. 34 1 1 : < 1AZv2 *BRADCO TENA' S HOME
METRO•DADE
PolyfoaniI,Products, Inc.
2400 Spring - Stuebner Road
Spring, Texas 77383
EXPIRES:
APPROVED:
APS211995
_ 1 el •► :•
P O 1
METROPOLITAN DADS COUNTY. FLORIDA
METRO•DADE FLAGLER BUILDING
'BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1003
METRO -OAOE FLAGLER (UILDiNG
140 WEST FLAGLER STREET
• . M1AMt. FLORIDA' • 331304503
' (305) 375.2901
FAX (305) 375.2908
Your application for Product Approval of • • • ii • • "' t } I : •- 1 I" ■ a • .. I • under
Chapter 8 of the Metropolitan Dade County Cade governing the use of Alternate Materials and Types of
Construction, and completely described in the plans, specifications and calculations 11.4 submitted by The Canter for
Applied Engineering, inc. and Miles Laboratories Polymers Division has been recommended for acceptance by
the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard
conditions set forth herein.
The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the
right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If
product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify
or suspend the use of such product or material immediately. The Building Code Compliance Department reserves
the right to require testing of this product or material should any amendments to the South Florida Building Code be
enacted affecting this product or material.
The expense of such testing will be incurred by the Manufacturer.
PRODUCT NO. :
ACCEPTANCeNO.: 95-0314.10
APR 271998
- PLEASE NOTE -
THIS IS'THC COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS. . '`.
LIUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the ivf "�. fir• • 8
• Dade C�tit $uildin Code
Compliance Department and approved by the Building Code Committee *to ''used in Dade County, Florida under
the conditions set forth above.
s
.B., tractor
Building Code Compliance Department
Metropolitan Dade County
0 G. 1 3. 94 1 1 : 2 1AM ›+cERADC0 TENA' S HOME
Polyfoant Products, Inc.
2400 Spring - Stuebner Road
Spring, Texas 77383 -1132
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING COMPONENT APPROVAL
Category; Roofing Component
Sub -Cater ry: Fastening/Adhesive
Type: Roof Tile Adhesive
Sub -Type: Two Component Polyurethane
System Description
Polyfoam Products, Inc., produces two- component expanding polyurethane adhesive for the attachment
of clay and concrete roof tile. Polypro® AH160 is specially designed for application of concrete and
clay roof tile over a variety of roof deck substrates and underlayment materials.
Polypro® adhesive is applied with proprietary Foampro® RTF dispensing equipment. Approval of
this product is specific to the two component mix and. Fpampra® RTFI000 dispensing equipment.
Alternative methods of dispensing will require a revision to this approval.
Polypro® adhesive shall be applied only by 'Qualified Applicators', licensed by Polyfoam Products, Inc.
Certificates and identification cards are issued to applicators upon successful completion of a application
training program. • Approval of this adhesive system is contingent upon application by a 'Qualified
Applicator.
Contact:
Pat Murray
P.O. Box 1132
Spring, Texas 77383 -1132 •
(713)350 -8888 Pax: (713)288 -6450
Raul z odriguea
P 0 2
Product Control No.: 95- 0314.10
Approval Date: APR 7 7 1995
Expiration Date: AP 1998
•
09. 1 3. 94 1 1 : 2 1 *BRADCO "TENA' S HOME P03
Product
Polypro® AH l 60
Foampro® RTF1000
TRADE NAMES OF PRODUCTS IVYANUFACTURED OR
LABELED BY APPLICANT
Dim rlsions
N/A
N/A
2
Test
Specifications
PA 101
Raul;l:odriguez
Product Control No.: 95.0314,1_0_
Product
Description
Two component
polyurethane
See Detail Attached Dispensing Equipment
0 g. 1 3 . 94 1 1 : 28. ) i < BRADCO TEMA S HOME P C 1
Product Test Criteria
Ufiderlayttient . 'PA 120
Root' Tile
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS
PA 101
•
•
•
Product Description
All Dade County Component •Approved
prcducts;asdetailed in Dade County
Application Standard PA 120
•
All Approved roof tile systems having
tested in compliance with Dade County
Protocol PA 101, as detailed in the systems
section of this Component Approval
3
ul Rodriguez
Product Control No.: 95-0314.10
Mariufacturer
• All Nde •
County
Approved
Products
All Dade
County
Approved
Products
09. 1 3. 94 1 1 : 2R..Ivr
Tgst Agency
Center for Applied
Engineering.
Miles Laboratories
Polymers Division
Property
Density
Closed Cell
Content
Compressive
Strength
Tensile Strength
Water Absorption
Moisture Vapor
Transmission
Dimensional
Stability
Tejt Identifier
#94 -060
•
N8- 589 -631
BRAD CO TENA' S HOME
TYPICAL PHYSICAL PROPERTIES
igait
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127 0.08 LbsJFt
ASTM E 96
ASTM D 2126
TEST REPORTS
ASTM D 2856 86%
1.01Aanieaatittitt
Metro Dade Protocol
PA101
1.6 Ibs.ft.'
28 PSI Parallel to rise
3.1 Perm / Inch
4
R. 1 Rodriguez
P 0
Product Control No.: 95-0314.0
Results
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Date
04/08/94
ASTM D 1623 02/01/94
+0.07% Volume Change Q -40° F., 2
weeks
• +6.0% Volume Change Q158 °F., 100% •
Humidity, 2 weeks
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and arc subject to normal manufacturing variation.
Li 9. 1 - 3. 94 1 1 : 28 1,4 $49RADCO TENA' S HOME P 0'a
SYSTEMS
Deck Type: Wood, Non - insulated, New Construction /Reroof
Deck Description: New construction 7J 3= " or greater plywood or wood plank.
Re -roof "I ,," or greater plywood
SYSTEM A: • Adhesive Set Application
Slope Range: 2 ":12" to 7 ":12"
Product Control No.: 95- 0314.10
Underlaytnent: Install choice of Approved underlayment system, noted on Page 1 of Dade
County Protocol PA 120, in compliance with Section 3.02,of PA 120.
Roofing Tile: Install Approved tile system in compliance with PA 120. Adhesive shall be
applied in compliance with the Component Application section and the
corresponding Placement Details of this Roofing Component Product Control
Approval. The adhesive attachment shall provide sufficient attachment
resistance expressed as a moment to meet or exceed the required moment of
resistance determined in compliance with PA 115 or PA 127. The adhesive
attachment data is noted in the tile Roof System Assembly Product Control
Approval.
Comments: 1. For re -roof applications, minimum "!,;" plywood is an acceptable substrate.
2. All 'System Limitations' noted in the tile Roof System Assembly Product
Control Approval shall apply.
09. 1 3. 94 1 1 : 33.4Iv1 » <SRADCO TENA' S HOME
• SYSTEMS _
(CONTINUED)
Deck Type:. Concrete, New Construction/Reroof
Deck Description: New construction
SYSTEM B: Adhesive Set Application
Siope Range: 2 ":12" to 7 ":12"
Undcrlayment ! install Approved underiayment system of one of the following:
Waterproofing:
Underlaymcnt System #1 (30/90 Hot Mop) noted on Page 1 of Dade County
Protocol PA 120, installed in compliance with Section 3.02(A) of PA 120
or
Any Approved urethane or asphalt based concrete waterproofing component
installed in compliance with the waterproofing component manufacturer's
Roofing Component Product Control Approval.
Strips of reinforcing fabric shall be installed at all concrete deck joints.
n Rooting Tile: install Approved the system in compliance with PA 120. Adhesive shall be
�• applied in .compliance wite�' s Co Pr section
oduat Contro
corresponding Placement D l
Approval. The adhesive attachment shall provide sufficient attachment
resistance expressed as a moment exceed a the
adhesive
resistance determined in compliance with PA
attachment data is noted in the tile Roof System Assembly Product Control
Approval,
. Comments:
t. For re -roof applications, minimum = '42" plywood is an acceptable substrate.
2. All 'System Limitations' noted tn t Roofing Component Product
as applicable.
component Control Approval or waterproofing
Control Approval shall apply, pp {icable.
6
Raul ' odriguez
P 0 1
Product,Control No.: 95.0314.10
0 1 = 1 — . 1 U . 4 1 1 w, v A M m< Fi G 4 T E N R' S �• c zwI
Product Control No.: 95 -0314. l_
COMPONENT APPLICATYON
1. Polypro® AH 160 tile adhesive shall only be applied over an underlayment installed in compliance
with application instructions detailed in its Component oved in Dade County Protocol PA 120. be any
.under ayments or underlayment pp
tion shall be in accordance with the instructions provided
this app oval date
•Approvaf,, Pie' manufacturer. may provide additional instructions subsequent Applicator' app p roved and
which shall prevail. Installation must be by a Facto Trained Qualified App •
licensed by Polyfoam Products, Inc.
.': • Calibration of the Foampro® dispensing equipment i „ required tom onanteshaliibetmainta nedabetweea
The mix ratio between the "A component and the P
1.0 -1.15 (A) : 1.0 (3). The dispense timer shall be set approved deliver
without on of this Component
determined at calibration. No other settings shall be app
Approval.
4. Adhesive shall be dispensed in a 17 in to 23 iri pad at time
ac ordance with the �p[acement Details'
approximately 5” x 12 ". Foam placement shall
e tile rofile requites a specific placement, as
provided in this Component Approval. Each $ P
noted in Table 1, below. A tile manufacturer may test a ti a system in compliance with PA 101 and
add art additional detail without incurring an additional revision
5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam
has been dispensed.
6. Adhesive shall be placed to create contact with minimum 2 tiles, as outlined in the 'placement
Detail' for each tile profile.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Placement
Profile Detail
wo-Piece Barrel #t
'S' Shaped #2
Double Roll #3
Large Flat
Small Flat
#4
#5
O
'
.1
SYSTEM L MITATTONS
I. Tile must be applied withinrata 3 minutes of the application of Polypro® AH160 adhesive.
Polypro® AH 160 adhesive shall be installed• only by 'Qualified Applicators'. approved. and licensed
by Polyfoam Products, Inc.
testing
3. - For adhesive set tile applications, a field static uplift 1 �6, b D required n less than 72 hours .
agency, in compliance with Dade County Protocol P
• e
after a p.licatian to confirm tile adhesion. The Ce licattion has pass or failed 106 tcSti g �If
Building. Official and the installer stating that the pp
the application fails PA 106 testing, the report sh�l state
testing of tile). Subsequent to testing,
Category 1 (examination for loose tile) or Category (uplift
.e.
the installer may repair not more than 5% of field area tiles
all place an idea fiable i on
ridge /rake) tile with approved tile adhesive. The installer
each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile.
pP
4.
fer to a lication drawings published by the National Tile f Manufacturers Association for
penetrations and terminations, as well as the 'Placement Details' included with this Component
Approval.
5. Refer to tile Roof System Assembly Product Control Approval for system Approvals with this
Component.
6. Refer to the Prepared Roof System Assembly for fire rating.
7. Polypro® AH 160 shall not be exposed permanently to sunlight.
8. Polypro® AH l60 shall be applied with Foampro RTF 1000 dispensing equipment only.
9. Any amendments to these provisions shalt be in compliance with Sections 203 and 204 of the South
Florida Building Code. •
product Control No.: 95 - 0314. j
Illt0HCLC
COVER
r"•• KOAtAR Bt:D
`,. FOR COVtR 1U.t
METAL CAVE ORIP
• PLACEMENT DETAILS
anaa eloau>:a
aationel FASCIA 90AAO
gain: •aP mortar
Placement Detail #I: Two -Piece Barrel Profile
Product Control No.: 95- 0314.a.
Y x 10" Yaam► Pad
Wren apptiI4
Yx� ON tOCE
` (4M � l 01110N HERE
NAINC 15 REWIRED
BY COOE)
2• k 10' 'roam 744
who m% applied
NAIL COW.R yttAE
(YMCN gccuiRCG)
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•
1 ` • 4. 1 1: 3 3 A IVI
FAscIA
SoARO
00, oofv4O i�r SURFACE
A
sOr%1L
wtsen 091/1141
(EPOU). PR:FA8RICATED
clostf E HAILED ThROLIOtl
INTO S AP R ADHESIVE
B RAOCO TENA'S HOME
PLACEMENT DETAILS
(CoranswED)
Y+EEPHOLE
Placement Detail #2: 'ST Shaped Tile Protilc
Product Control No.: 95-0314J 0
NAIL HERE rAC cx
PLASTIC Roo. CSMEHT
S R CU R °0 BY r
avIcL go
•
SECURE 'Y4H
cGRaa5Ia$
a£ssion
NJs:5
SaalaRt
0:
o M TO 'UA TC )4 ARM
SURFACE
ROLL80 RAC nt=
(SPANISH 'S' ay'S)
P O S
0 9. 1 3 94
1 1 33A
FASCIA BOARD
S R A D G O T E N.
PLACEMENT DETAILS
(CoN'r[r'WEb)
Placement Detail #3: Double Roll Profile
Product Control No.: 95 - 0314.10
Rau " odriguez
1^i D M E
40, MHNERAL SUR ACt AOOYING f'LT
2" x 10" roars Pad
When applied
GC .V4T (WEN ADO OR L
RAILING IS C U►Rc0
GY
Y,& G( gflARO
0
0 9 1 3 . 9 4 1 1: 3 3 AM * 8 R A D O 't` E A
LACEMENT DETAILS
(CONTINUED)
Placement Detail #4: Large Flat Profile
Product Control No.: 95 -03 14,10
•
r $ 10 Foam Pad
Wen applied
Mgt: TOM CONTACT 13
IIAOC VKTH 3 TIIit
I, THE NEAR aF ONC 716E
Z. TMC UNOERLOCK 510E OF
A SECOND 'fiLE
3. THE 1.11400310C OF THE
9QNO 5L
NAIL THROUGH PLAS C ROOF
taIDIT MIEN A00111ONAL
NAILING 13 RC UIRC°
pGIN7>:O - u sl MOR71R BCD
ilx1uR S USING
AY nt! RAKE
SAW -CUT HALF 171.E
•
• .•—• ••• .• p i1. A ✓ Lo V
KO lORM 1HALt. NOT REACH or 'ME
COURSE OR ONTO UNCIERLOCX PREMOUS
01"
AOJACE)IT TILE,
2" x 10" iemII
Ped +4ten f$iad
UTM. fAK ORtP
THIC1CeNTT
mt►
PLACEMENT DETAILS
(CONTINUED)
NOTIi: >t'Q M CON TAC1
IS 3.0%0E YdIN 3 11LES
FA$etI. SOAAO ,
C. iV A ,'7 i"'i ■1 1.1 S.
Placement Detail #5: Small Flat Profile
Product Control No.: 93-03 14.10
t. THE Hf.A0 OF ONE 111E
2. THE UNOCRLQCX SIDE 0
A SECONO TILE
--J. tYC U40ERS1QE Or
THE i1tC 8EINO SET
eARCC eoARO
SAWCUT HALF i1.,_
POUIT1:0- •UP MOSTAeR ICO
NAIL HERE
potcgow
1440r *ANT
(74.(CN Rtet At:
By COOE)
13
Rau J odriguez