RF-08-7071
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 06/06/2008
Inspector: 4*thif.Gt i &U&'
Owner: HUMBERTO PEREZ, JUAN
Job Address: 45 94 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: MIAMI ROOFING SYSTEMS INC
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060130550
Lot:
Building Department Comments
FLAT TILES RE ROOF l
Passed Na
Inspector Comments
CC -- c7 ® OP
(
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Friday, June 6, 2008
Page 2 of 2
Lab Report No. 08- 060034
FLORIDA
Providing Solutions to the Roofing Industry
C.A. #: 26095
Lab Certificate: 02- 0501.06
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106
PROPERTY ADDRESS :: 135 NE 94 St. Miami Shores
OWNER: Aime Santos
CONTRACTOR: Miami Roofing Systems, Inc.
TIT ,E TYPE: Double Roll
ATTACHMENT: Polyfoam
Testing Equipment: Digital Chatillon DFIS 200
Test Tabulation
PERMIT No: RF -4 -08 -708
ROOFING SQUARES: 33
ROOF PITCH :: 4:12
INSPECTOR INITIALS: 7M/7A
TEST DATE: 06 -03 -08
Required Testing Force: 35 Ibs
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
23 -25
Passed
41-47
Passed
6 -10
Passed
26 -30
Passed
11 -15
Passed
31 -35
Passed
16 -22
Passed
36-40
Passed
THIS ROOF HAS: PASSED
Revie
FAILED Q THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106.
Marlin Brinson, P.E. -Lic #60749
"ROOF SKETCH"
63'
46
45
44
3Z 31 30 29
39 38 37
47
41
42
33
35
40 10 11
25
15 16
6 13
36
12
50'
25'
14
17
19
18
24
26
27
20 23
21 22
rpON.r
23'
13605 SW 149th Avenue, Unit 1, Miami, FL 33196 6065 NW 167th Street, Suite B -20, Miami, FL 33015
www.floridatec.net
South (305) 256 -4550 Fax (877) 379 -0865
North (305) 828 -1107 Fax (866)333 -6988
Lab Report No. 08- 060034
FLOM ." TEC
Providing Solutions to the Roofing Industry
C.A. 11: 26095
Lab Certificate: 02- 0501.06
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106
PROPERTY ADDRESS: 135 NE 94 St. Miami Shores
OWNER: Aime Santos
CONTRACTOR: Miami Roofing Systems, Inc.
TILE TYPE: Double Roll
ATTACHMENT: Polyfoam
Testing Equipment: Digital Chatillon DFIS 200
Test Tabulation
PERMIT No: RF -4 -08 -708
ROOFING SQUARES :: 33
ROOF PITCH :: 4:12
INSPECTOR INITIALS: JM/JA
TEST DATE: 06 -03 -08
Required Testing Force: 35 Ibs
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
23 -25
Passed
41-47
Passed
6 -10
Passed
26 -30
Passed
11 -15
Passed
31 -35
Passed
16 -22
Passed
36-40
Passed
THIS ROOF HAS: PASSED
Reviewe
FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106.
Marlin Brinson, P.E. -Lic #60749
"ROOF SKETCH"
63'
32 31 30 29 28
46
45
47
44
41
42
39 38 37
36
33 35
40 10 11
25
15 16
6 12 13
8
Z5'
I4
17
19
18
24
26
27
20 23
21 22
mow
2'
13605 SW 149th Avenue, Unit 1, Miami, FL 33196 6065 NW 167th Street, Suite B -20, Miami, FL 33015
www.floridatec.net
South (305) 256 -4550 • Fax (877) 379 -0865
North (305) 828 -1107 Fax (866)333 -6988
Lab Report No. 08- 060037
PLCIEUDA
Providing Solutions to the Roofing Industry
C.A. #: 26095
Lab Certificate: 02- 0501.06
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106
PROPERTY ADDRESS :: 45 NE 94 St. Miami Shores
OWNER:
CONTRACTOR: Miami Roofing Systems, Inc.
TILE TYPE: Double Roll
ATTACHMENT:: Polyfoam
Testing Equipment: Digital Chatillon DFIS 200
Test Tabulation
PERMIT No: RF -4 -08 -707
ROOFING SQUARES: 14
ROOF PITCH :: 4:12
INSPECTOR INITIALS: JM/JA
TEST DATE: 06 -03 -08
Required Testing Force: 35 Ibs
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
23 -25
Passed
6 -10
Passed
26 -30
Passed
11 -15
Passed
31 -33
Passed
16 -22
Passed
THIS ROOF HAS: PASSED ® FAILEIJQ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106
"ROOF SKETCH"
Reviewe
G -re
Marlin : rinson,' ' .E. -Lic #60749
FP0N1"
13605 SW 149th Avenue, Unit 1, Miami, FL 33196 6065 NW 167th Street, Suite B -20, Miami, FL 33015
South (305) 256 -4550 • Fax (877) 379 -0865 www.floridatec.net North (305) 828 -1107 • Fax (866)333 -6988
Lab Report No. 08- 060037
FLORIDA C'
Providing Solutions to the Roofing Industry
C.A. #: 26095
Lab Certificate: 02- 0501.06
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE
TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106
PROPERTY ADDRESS: 45 NE 94 St. Miami Shores
OWNER:
CONTRACTOR: Miami Roofing Systems, Inc.
TILE TYPE: Double Roll
ATTACHMENT: Polyfoam
Testing Equipment: Digital Chatillon DFIS 200
Test Tabulation
PERMIT No: RF -4 -08 -707
ROOFING SQUARES :: 14
ROOF PITCH: 4:12
INSPECTOR INITIALS: JM/JA
TEST DATE: 06 -03 -08
Required Testing Force: 35 Ibs
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
No.
RESULT
1 -5
Passed
23 -25
Passed
6 -10
Passed
26 -30
Passed
11 -15
Passed
31 -33
Passed
16 -22
Passed
THIS ROOF HAS: PASSED FAILEEFI THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106
"ROOF SKETCH"
Reviewed b
42'
20' --�
24 23
30 29
27 28 20
9
2
7
10
4
6 °s.c
Marlin Brinson, P.E. -Lic #60749
M ON1'
13
12
14
11
15
18
22
19
16
21
17
13605 SW 149th Avenue, Unit 1, Miami, FL 33196 6065 NW 167th Street, Suite B -20, Miami, FL 33015
www.floridatec.net
South (305) 256 -4550 • Fax (877) 379 -0865
North (305) 828 -1107 Fax (866)333 -6988
RE: Permit #( -RC -9 -CA —r-10%
Mame Sea, 'W
etelf Voentmote
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305 - 795.2204; Fax 305-756-8972
www.miamishoresvillage.com
DATE: 5,lylOV
INSPECTION AFFIDAVIT
I Lv■ee KR 1\k0(1 -;rne _ , licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #: OMOD.
On or about
(Date & time)
10't Ocn- , I did personally inspect the roof deck nailing and /or
secondary water barrier work at NU qy- 4)OreS, +
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S)
Signature
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this !y day of
1/ 1 %.
Notary Public, Sate of Florida at Large ", / I, ' -TINEZ
ri ., ` of Rorido
Jul 7, 2008
*General, Building, Residential, or Roofing Contrac rsg• 0 , , indi `: i - ": 46 1 F.S. to make such an inspection.
Include photographs of each plane of the roof with permit # and— Zdress #dearly shown marked on the deck for each
inspection
ArFahl-
NAN.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit No.
Master Permit No.
!,,PR 1 U 2AB 1J
B Y:
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) A t rn e go M4-0 S Phone #
Owner's Address AS N.€ CI LI ST f f I`(Xn, % S hO re,S
City (fl laeYVI S hO re.5 State F.D (1 d&. Zip 33 (3 8'
Tenant/Lessee Name L p 6r\ Phone # 3c5 eict 2 —OTGE
Job Address (where the work is being done)
City Miami Shores Village
t35 Ni.E. 914 sTI
County Miami -Dade
FOLIO /PARCEL# (1 - 320G -013 2fg I
Is Building Historically Designated YES
Zip 33 3 g
NO
tag S•i s- s(KKPhone # S "t 55- s�
f -o of
Contractor's Company Name M j Ol wii 'OO
Contractor's Address 66 ld
City 111 i trli;1 State
Qualifier Name l Av t « S Phone # 30$ 7 S S S' Sci
State Certificate or Registration No. C e e. O58' 32Z Certificate of Competency No.
Zip 33 i o
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ �q 15cr = (.6
Type of Work:
Describe Work:
Square / Linear. Footage
i a 88 t ,tdq
[.Addition- aiuS {JAW
r ail
N S V1 t-Ae.AA3
[New
ffeta
aria •
Demolition
tkrf
bs
Submittal Fee $
*,*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $
Notary $ Training/Education Fee $
Scanning $ Radon $ DPBR $
Bond $ Code Enforcement $
Structural Review. $
CCF $
Technology Fee $
Double Fee $
CO /CC
Y13
Zoning $
Total Fee Now Due $
See Reverse side -*
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC
OWNER'S AhelDAVIT: 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
7CSignature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of 4 / , 20O1'' , by ,441.4
o is rsonally known tom who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
MARIA MARTINEZ
*buy Pubic - State of Florida
My Commission Expires:
APPLICATION APPROVED BY:
(Revised 02/08106)
Signature
Contractor
The foreg ing instrument was acknowledged before me this
day of / 20pk, by 70.441 -4-4 0,9A0¢-„
rso crown to me who has produced
as identification and who did take an oath.
************** ***********************
0/5g-
Plans Examiner
Engineer
Zoning
eae
MOMMINI
orgespe
IMMO
°s
t..®. --
a
1.1111.1"4
MOM
INNIONNI
MORINO CO
WI
® m
IMP
�
c Egi
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
r-1
ce
PERMIT NO. TAX FOLIO NO.
MIAMI -GAGE
cm* ..a:
•• et44
4 l
3. Owner(s) name and address: A: me Sa►r1 -kO S
r<9d.•a
,
C
CG :. w �c
C3 :e.. 0—
c4 144
to tat • Q
c..tsmJ
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street/address:
CIS N•c' 9, Li
sT yNeN ',MA 5 h O res
2. Description of improvement: 7-e (cXD
45 s-t +M.% 0..e1V% S Wore S
Interest in property: , OW N E (2.
Name and address of fee simple titleholder: At ((VI SC2PS 0S
AS t4 ran iGlYrV% S to(CS
4. Contractor's name and address: NV( am\ Z{ oo grA S.jS-1 S INC
G6� �1• UJ lO t ST I `tr C10 w-1 FL 33i50
5. Surety: (Payment bond required by owner from contractor, if any)
1
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: �S 1
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address: N /
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different is specified)
Signature of Owner
Print Owner's Name 't ,tine cou.1 +OS • Prepared by SGkt► - 2cna�;l -t
Sworn to and subscribed before me this (P day of , ,
Address: CO 0. °) 10(ST
m j OvMri, rc. 33 t SO
Notary Public
Print Notary's Name
My commission expires:
123.01.52 PAGE 4 5/06
,S4nedftelaolealfDowtOstott
10050 NE 2nd Ave* Miami Shores, FI 33138
Phone 305495.2204; Fax 30545641972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138 I—
Re: Owner's Name: Atme £j�iDS
Date: 4 f I (pa()
Property Address: 135 Nye. q .1
Roofing Permit Number:
Dear Building Official:
Annn certify that I am not required to retrofit the roof to wall
connections of my building because:
'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
me. j
Print Name
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned. �i
Sworn to and subscribed before me this 14P day of o
Notary Public, Sate of Florida at Large
" When the just valuation of the structure for purpose of ad valor
FBC nor a 1994 SFBC. Then you must provide a building applica
tlIAMO.00 = nd the building was not constructed with
ofihe'Rorsf td We I connection Hurricane Mitigation.
Owner's Notifcation Form
"Delivering Excellence Every Day"
HIGH VELOCITY,.JU
1524.1 As it p
required roofin
the Florida Bill
system installait
owner and the
PR 18nog
VV
BY :om
SECTION 1524
ES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
n, it is the responsibility of the roofmg contractor to provide the owner with the
plain to the owner the content of this section.. The provisions of Chapter 15 of
a g govern the minimum requirements and standards of the industry for roofing
e following items should be addressed as part of the agreement between the
er's initial in the adjacent box indicates that the item has been explained.
L
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) issues are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed as part of the agreement between the owner and the contractor.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or
owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside gf the roQt;.ecking ;ln be
viewed from below. The owner may wish to maintain the architectural appearance $1 e$efore, Tang fang nail .
penetrations of the underside of the decking may not be acceptable. The Florida B'tiiiglitig Ccsde provider he •
• •
option of maintaining this appearance. •••• • • • •
• 5. Ponding Water: The current roof system and/or deck of the building mayjlot drain well and.>iy
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be atr indicationretstructurel•: •
distress and may require the review of a professional structural engineer. Ponding ma►y shorten tia life . •
expectancy and performance of the new roofing system. Ponding conditions may trot be evident tatfitil 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 build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
wit : 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.
•
Owner's /Agent's Signature: �.
Contractor's Signature: ''-
Property Address: _
Date:
Permit Number:
file:/ / /q/Documents %20and %20Settings/ sky /Desktop /SECTION_1524[1].htm9 /27/2007 5:46:06 AM
Section A
"Delivering Excellence Every Day"
Master Permit No:
Contractor's Name:
Job Address: „ f ? �5 PE 99
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Section A (General Information)
Process No:
❑ Low Slope
❑ Asphaltic Shingles
❑ Sprayed Polyurethane Foam
Roof Category
chanically Fastened Tile Mortar /Adhesive Set Tile
❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
❑ Other:
Roof Type
❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? ❑ Natural ❑ LPGX
Roof System Information
Low slope roof area (ft.2)
Steep Sloped area (ft.2)
6.10o
Section B (Roof Plan)
Total (ft.2)
• •
• • •
• .•
•
•
••••
•
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers arxi,owe:flow dtail5s. Include,
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and locetitq.of parapets. •
Perimeter Width (a'):
Corner Size (a' x a'):
•••• • •
• •
.••• •
as
11
a
�v
LFI-
•• •
• • • • •
•• •• •• •
•
• • •
• • ....
• •
• • •
••••
• •
•
• •
• •
•• •
• • •
•. •
•
•
••
•
•
E CT TO COUPLIAN V,/! i H ALL FEDF;RAL
D COUNTY RH :FS;7.fln _-G(, , -0
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section D (Steep Sloped Roof System)
Sloped System Description
Roof Slope: 3 _p /12
p
Roof Mean Height:
Ridge Ventilation:
112
1n /a
Method of Tile Attachment:
0. L"
Alternate Tile Attachment Method:
n/a
Clip Spacing for Metal Roof Panels
Field: Perimeters:
Perimeter Width:
Comers: M.
Page 4
Deck Type:
Alternate Deck Type:
1n /a
Underiayment type:
11#30 Ib.
Insulation/Fire Banter Board:
n/a
Optional Nallable Substrate_ • _
In /a
•• •
ire
Fasteners: • • 1"
'11/4 RS nails
Cap Sheet Type/Adheslbp•Tyge: :°'
1 #90Ib / asphalt type4i4IV •••s•.
Roof Covering:
••••
• ..
••••
••••
R
__.._.._.._.._. •
•
••
•
•
•
•
Roof Covering Attachment Method: •
• •
• • • ,
•• • •• • 3 • •
•
1Polypro
•• •
Drip Edge Size & Gauge' 3" face 26 ga.
Drip Edge Material Type:
Galvanized Metal
Drip Edge Fastener Type:
111/4 RS nails
Hook Strip /Cleat ga. or weight:
Roof System Manufacturer: .0- (p 7 Yl G► CL)c,4S
Notice of Acceptance Number. -Ot . — °
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P P
Maximum Design Wind Pressures, (From the PCA Specific system):
45.5
Sloped System Description
Roof Slope: 3 _p /12
p
Roof Mean Height:
Ridge Ventilation:
112
1n /a
Method of Tile Attachment:
0. L"
Alternate Tile Attachment Method:
n/a
Clip Spacing for Metal Roof Panels
Field: Perimeters:
Perimeter Width:
Comers: M.
Page 4
Deck Type:
Alternate Deck Type:
1n /a
Underiayment type:
11#30 Ib.
Insulation/Fire Banter Board:
n/a
Optional Nallable Substrate_ • _
In /a
•• •
ire
Fasteners: • • 1"
'11/4 RS nails
Cap Sheet Type/Adheslbp•Tyge: :°'
1 #90Ib / asphalt type4i4IV •••s•.
Roof Covering:
••••
• ..
••••
••••
R
__.._.._.._.._. •
•
••
•
•
•
•
Roof Covering Attachment Method: •
• •
• • • ,
•• • •• • 3 • •
•
1Polypro
•• •
Drip Edge Size & Gauge' 3" face 26 ga.
Drip Edge Material Type:
Galvanized Metal
Drip Edge Fastener Type:
111/4 RS nails
Hook Strip /Cleat ga. or weight:
Section E 2
"Delivering Excel fence Every Day"
Miami -Dade County Building Department Electronic Application
High Velocity Hurricane Zone Roofing Permit Application Form
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1:
P 2:
P 3:
5.y
q5.4
x?
xX
- Mg: = Mr1:
- Mg: = Mr2:
- Mg: i(p. = Mr3:
NOA Mf
NOA Mf
5 lg NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
each area of the roof, then the tile attachment method is acceptable.
P1:
P2:
P3:
x
x
X w:
X W.
x w:
- W:
- W:
- W:
MIN
x cos 0: = Fri:
x cos 0: r71 = Fr2:
x cos 8: 171 = Fr3:
5
NOA F'
WOA F'
•••
AOA F'
•
Where to Obtain Information to complete tile calculationg • • • •.
•••
Description Symbol
Where to Find • • • •
•
•
••
•
• ••
• • •
• • • •
•
00 •
•
• •
•
••
Design Pressure
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealhtl,b professional •
P1 or P2 or P3 engineer based on ASCE 7. • • •' •
Mean Roof Height H
Job Site
•• • •
- • •
•• •
•
Roof Slope
0
Job Site
Aerodynamic Multiplier
A
Product Approval (NOA)
Restoring Moment due to Gravity Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
w = width
Product Approval (NOA)
MIAMIDAQE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
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 Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami. Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply
and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Malibu Concrete Tile
with the Florida Buildi,Code
• •
• • • • •
•• • • ••••
•
•
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logs, 4ty, state and.
following statement: "Miami -Dade County Product Control Approved ", unless otherwise 41vt®d herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed Wtrthire has•600n'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 ' een arevisign or clan g • in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA an e. dopeonent Oantp
product, for sales, advertising or any other purposes shall automatically terminate •'s NOM Failure tptbAlly
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 • ounty, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of th 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 s • ufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building • ficial.
This NOA consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Ti era.
•
•
•
• •
• •
• •
•
• •
• •
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Roofing
07320 Roofing Tiles
Concrete
1. SCOPE
This approves a system using Burlingame Industries Malibu Concrete Roof 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
Malibu Concrete Tile
Trim Pieces
Test
Dimensions Specifications
1 =17" TAS 112
w =12V2"
'/2' thick
1= varies
w = varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
PRI Construction Materials
Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
TAS 112
Test Identifier
PRI06178
7161 -03
Appendix III
7161 -03
Appendix II
P0402
94 -060B
94 -084
P0631 -01
Product
Description
Low profile, interlocking, high pressure
extruded concrete roof tile equipped with
three nail hole and double roll ribs. For direct
deck or battened nail -on, mortar or adhesive
set applications.
••••
• •
Accessory trim, concretet�gdf gieces for,p,se1
at hips, rakes, ridges and• ,,termitaatkns.
Manufactured for each til8profle. •
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Wind Tunnel Testing
TAS 108 (Mortar Set)
141.1 • •
•
•
•_•• •
•• •
•
• • • •
•• • •• •• •
Date •
•
• • 08/23106 •
•
• •
• • ••••
• • • •
4141 •Dec. •194199.•
Dec. 1991
Sept. 1993
March, 1994
May 1994
July 1994
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 2 of 7
Test Agency
Redland Technologies
Professional Service
Industries, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Test Identifier
Letter Dated Aug. 1,
1994
224 -47099
25- 7094 -1
25- 7094 -7
25- 7094-4
Project No. 307025
Test #MDC -760
25- 7183 -1
25- 7183 -2
25- 7214 -2
25- 7214 -6
528454 -2 -1
520109 -2
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Calculations
Test Name/Report Date
Wind Tunnel Testing Aug. 1994
TAS 108 (Nail -On)
Physical Properties
TAS 112
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Direct Deck,
New Construction) 0
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Battens)
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Wind Driven Rain
TAS 100
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing • • Feb.•1.9 ,95• •
TAS 102 ••.• • ••••
(2 Quik -Drive Screws, Battens). •.. ..
•
Sept. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Static Uplift Testing • ••'March, 19t3�
TAS 102
(1 Quik -Drive Screw, Direct Dril 0 • •
(1 Quik -Drive Screw, Batten,§1, •.. •
Static Uplift Testing
TAS 101
•
•
•. •
• • •
•. •
• . Sep. 1998
• Dec, d §Jg• •
••••
Two Patty Adhesive Set System.' :Aprilt999• •
25 -7183 March X999
25 -7094
25 -7496
25 -7584
25- 7804b -8
25 -7804-4 & 5
25- 7848 -6
Aerodynamic Multiplier
Restoring Moment Due to Gravity
February 1996
April 1996
December
1996
Sep. 2006
Sep. 2006
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 3 of 7
•
•
•
•••0••
• •
•
•
• •
•
•
•
• •
•
•
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field up
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Ce
quarterly test in accordance with TAS 112, appendix `A'. Such
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the app
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed p
unless stated otherwise by the underlayment material manufac
3.6 This acceptance is for wood deck applications. Minimum de
compliance with applicable building code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its co
strict compliance with Roofing Application Standard RAS 118,
4.2 Data For Attachment Calculations
test shall be performed in
ed Laboratory to perform
testing shall be submitted to
'cable Roofing Applications
rpendicular to the roof slope
published literature.
k requirements shall be in
ponents shall be installed in
S 119, and RAS 120.
Table 1: Average Weight (W) and Dimensions
(I x w )
Tile Profile
Weight -W (Ibf)
Length -I (X
Tile
Profile
Wldth-w (ft)
Malibu Tile
9.5
1.417
Malibu Tile
1.04
••..
•
•
•
.. •
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)' " •
Tile
Profile
Table 2: Aerodynamic Multipliers - X ft3)
- •
5 ":12"
Tile
Profile
"•12"
, great,,
X (ft3)
Batten A lication
•
..•.
...iift3)
Directnea
•9Q8
•
licatlon
• •
Malibu Tile
Battens
Direct-
Deck
0.305
•
•
.. •
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)' " •
Tile
Profile
3 " :12"
4 ":12"
5 ":12"
6" 12" :••:•7
"•12"
, great,,
qr
•
gireGt
'Petk°
Malibu Tile
Battens
Direct
Battens
Direct-
Deck
Battens
Direct
Deck
Battens
Direet..Battens
Deck
6.30
6.65
6.21
6.54
6.08
6.41
5.93
6.25
5.77
6.08
Cod
ccfts
sr
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - M, (ft-Ibf)
for Nall-On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Malibu 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 21/2" from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Rif (ft jbf) ••••••
for Two Patty Adhesive Set Systems • •• • • ••••
Tile
Profile
Tile Application
Minkottrn•Attaohn ent
• •Resistance '
Malibu Tile
Adhesive2
•••••20.13 • •
•••• •
•
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. . . .
•
•
•
..••
• •
•.••
Table 5A: Attachment Resistance Expressed as a Moment - Ili, fft -lbf) •• •
for Single Patty Adhesive Set Systems • • •
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Malibu Tile
Polyfoam PolyProTM�
Pol oam Pol ProTM
4 Large paddy placement of 54grams of PolyProT"". cy
5 Medium paddy placement of 24grams of PolyProT".
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 5 of 7
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 ".
FLORIDA
MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT
(LOCATED ON UNDERSIDE OF TILE)
• • •
•• •
•
••••
.•.•
• •
.•••
•.••
•
••••
•
• •
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of thfdlowing: • • • •
6.1.1 This Notice of Acceptance. •
6.1.2 Any other documents required by the Building Official or applttltle building
code in order to properly evaluate the installation of this system. • • ••
• • •••• • •
.•
•
•
••
• • •
•• • •• •
• • •
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 6 of 7
Table 513: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Malibu Tile
Mortar Set'
20.60
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 ".
FLORIDA
MALIBU CONCRETE ROOF TILE LABEL, SUMTERVILLE. PLANT
(LOCATED ON UNDERSIDE OF TILE)
• • •
•• •
•
••••
.•.•
• •
.•••
•.••
•
••••
•
• •
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of thfdlowing: • • • •
6.1.1 This Notice of Acceptance. •
6.1.2 Any other documents required by the Building Official or applttltle building
code in order to properly evaluate the installation of this system. • • ••
• • •••• • •
.•
•
•
••
• • •
•• • •• •
• • •
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 6 of 7
PROFILE DRAWING
NAIL
HOLE
MALIBU CONCRETE RooF TILE
END OF THIS ACCEPTANCE
•
•
• • •
•. •
•
••••
••••
••.
• •
••••
•
•••• •
• •
• • •
• •
•
•• •
•
• • • •
•• • •• •• •
• •
•
•
•
•
• • •
• • ••••
• •
• • • ..••
• ..
• • •• • •
• •• •
NOA No.: 06- 0526.09
Expiration Date: 10 /05/11
Approval Date: 10 /05/06
Page 7 of 7
MIA M I bAI
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has•lvettip
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 itlilren or cfiaz a 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 N04.• Velure tcteditiity
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 dxsplayed,•thhnitishall
be done in its entirety.
•
•
• • •
•• • •• • •
• • • •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distrTL utors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JRrge L. Acebo.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® A11160 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
N/A
N/A
Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH 160 roof tile adhesive. • • • • •
•
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
• •
•
• • •
•• •
•
Results.. •
1.6 lbs. /ft.3
18 PSI Parallel to rise • •
12 PSI Perpendicular to rise • • •
28 PSI Parallel to rise. • • •
• • ••••
• •
••••
•• •
••••
•
•. • •
•
• •
•
•• •
• • • •
•• • •
•
0.08 Lbs./Ft2
• •
3.1 Perm / Inch • • •
•• •
+0.07% Volume Change @ -40° F., 2 weeks• • • •
+6.0% Volume Change @158°F., 100%
Humidity, 2 weeks
86%
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 2 of 7
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
Center for Applied Engineering #94 -060 TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93
Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94
01- 6739- 062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 03/02/Q,
,,.
520109 -2 -1 • • ••••
• •
•
• • •
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile• ydbly foIrre• •
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 Sttnda l,RAS 12(T. • • •
.• • •. • •
4. Roof Tile manufactures acquiring acceptance for the use of Polyproo AH160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
'F'
�,.2
F'=
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
INSTALLATION:
1. Polypro® A11160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polyprott AH160.
2. Polypro® AH160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County 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® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction.
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
equipment only.
7. Polyproo AH1 60 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile • • •
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Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two l:4dd•Weight:
per poky Min.
waft) : • •
Flat, Low, High Profiles
#1
35
VA
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
• 1V4 '.
Flat, Low, High Profiles
#2
24
•
• N/A •'
Flat, Low, High Profiles
#3
: g.' • •
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LABELING:
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
1) Place enough adhesive to achieve 17ton °Piteruil 214'sfa
square inches in contact with the pantile yep P h applications
2)Tum covers upside down d adhesive 1!2 tn.
Then install the Una.
Underlayment
Nall through plastic cement
Rem
Farlion
of the save
course cover Ute.
Abut to second course of
pan tiles. Ensure eave end of
pan and cover tiles are
flush at pave Bne.
Eave closure
'mortar shown)
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
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ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement
Paddy
(between tile)
Paddy
{under tile)
'in.
I x3in.
Single paddy on
under -
layment
Single paddy
under tale
Single paddy
on top of tile
7. / ,,Eave course
2 in X 7 in. medium
size paddy eave
Fascia course only
Nail through plastic cement
Nall through plastic cemen
Underrayment
Single
paddy on
under-
layment
Single paddy under tile
Single paddy between tile
2In. x 71n. medium
size paddy eave
course only
•
in.x 3 in.
41n. ■
Single paddy
on top of the
Eave
Course
Fascia
Weephols
Eave closure
Drip edge
Single paddy
between tile
/.. in.x31n.
Single paddy
on underlayment
Single paddy
on top of tile
Eave Course
Eave Closure
2 in. x 71n. medium
size paddy eave course only
Fascia
END OF THIS ACCEPTANCE
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7
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