RF-14-1491r
Miami Shores Village
�CEIVED
Building Department JUL 1 1 2014
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 1C)
BUILDING Master Permit No.�
PERMIT APPLICATION Sub Permit No.
JOB ADDRESS: f `7" F N6j /O ,�
City: Miami Shores '1 County: Miami Dade Zip: 3_'31'5-oFolio/Parcel#: 11 oC 136 ID l '1 — 1)10 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): doum�5 , U( (_ Phone#: �d�� Z "A - 3 H�
Address: _ 3C01z." NW
City:kia w State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: i
Address: P
City:
Qualifier Name:
State Certification or Registration #: _ GCC J LCj®Cr-"j Certificate of Competency M
DESIGNER: Architect/Engineer: Phone#:
Address: A> City: State: Zip:
Value of Work for this Permit: $� SO ® �� Square/Linear Footage of Work: ';�f oo
T i of Works ❑'Ad ition Alteration New Repair/Replace ❑ Demolition
A
Description of Work: ret�v� -zx(1��v� ��-
0
Specify color of color thru tile: 2) ak CAW Co q,(.
Submittal Fee $�� Permit Fee $ CCF $ CO/CC $
P
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $ 2— - 00
/A
❑BUILDING
❑ ELECTRIC
NROOFING
❑ REVISION
❑ EXTENSION
❑RENEWAL
❑PLUMBING
❑ MECHANICAL
❑PUBLICWORKS
[:]CHANGE
CONTRACTOR
CANCELLATION
❑ SHOP
DRAWINGS
JOB ADDRESS: f `7" F N6j /O ,�
City: Miami Shores '1 County: Miami Dade Zip: 3_'31'5-oFolio/Parcel#: 11 oC 136 ID l '1 — 1)10 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): doum�5 , U( (_ Phone#: �d�� Z "A - 3 H�
Address: _ 3C01z." NW
City:kia w State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: i
Address: P
City:
Qualifier Name:
State Certification or Registration #: _ GCC J LCj®Cr-"j Certificate of Competency M
DESIGNER: Architect/Engineer: Phone#:
Address: A> City: State: Zip:
Value of Work for this Permit: $� SO ® �� Square/Linear Footage of Work: ';�f oo
T i of Works ❑'Ad ition Alteration New Repair/Replace ❑ Demolition
A
Description of Work: ret�v� -zx(1��v� ��-
0
Specify color of color thru tile: 2) ak CAW Co q,(.
Submittal Fee $�� Permit Fee $ CCF $ CO/CC $
P
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $ 2— - 00
/A
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
20.
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. inth
e 9 a such posted notice, the
inspectiorvill not be approved and a reinspection fee will be charged.
Signature Signature s
Ow r or Agent Contractor
The foregoing instrument was acknowledged
pp before me this
day of 20 �, byiA'ELr�
who i erso a y know o me or who has produced
NOTARY PUBLIC:
1
Sign: it �(
Print:
As identification and who did take an oath.
The foregoinginstrumentwas ackn wledg d before me this��
day of , L I, 201 , b-7 44-y
who is personally nowntoo me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
A BLANK � Print: I TIJ, M
,{- - """"" ° BXPIRIM May 15. 2016
My Commission Expires ``F'IReS October 01, 2014y Commission Ex
M [
reant�p,Ysennce.com
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APPROVED BY �C °&.1t Plans Examiner
Structural Review
(Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project
prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate
officers or members of a limited liability company (LLC) in the construction industry may
elect to be exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case
of an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members
are allowed to be exempt. Construction exemptions are valid for a period of two years or until
a voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption. In these circupista4ces, Mii9�.S*Jibres V91W.
does not require verification of workers' compensation insurance coverage from the contractor's c84V''an f . Therefore,.vou may be'
personally liable for the worker compensation injuries of any person allowed to work under this permit •$lease check•`i'ith yollitr..:
insurance carver since most property insurance policies DO NOT cover this type of liability. 0 00 : • . 0 •
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTItr;:0 0 D UI�iDER.STANI} -ITS-
CONTENTS. •00.0• • • 00000
Owner
Print Name:
0 0
tv
Z toil
Signature:
to z
U
State of Florida
County of Miami -Dade)
z41 '
Sworn to and subscribed before me this
9 0 ow—
day of 7J 1j , 20 l
> LU
By
• • 0000••
•• •• • 0000
State of Florida )
County of Miami -Dade)
Swornto andbscribed before me s 14kday of 0 � , 20 .
ff fit n r r 9
�0
1 foA.3 . 5•• :• CEC: ISSION O EE 192081
(SEAL) '"""' (SEAL) w`: EXPIRES: APR. K 2016
Type of Identification produced T� A . f Lid
67/16/2014 15:12
c
3055733085
GREEN_PLY_ROOFING
A G Star Construction
nc.
PAGE 03
Licensed A Insured ... RaidewW ,Cotnmerdjg& Industrini
Cord, j?ed Suets Roofing Con&aaor CCC 1329029
10403 SW 1$6th ST, )Wk)W PL 33157
Mobil (305) 803-8048*** Phone (305) 964-7502
PROPOSAL,CO1YT,i�iCT,
SUBMITTED TO: B&L Realty Holdings, LLC PATE: 05-10-2014
3900 NW 2 Avenue ,,PHONE: (305) 519-6968
Miami, FL 33127 .PT.IONE: (786) 219-3448
e-matl:lnarieduron@a aol.com
JOB NAME: Re Roof of Tide Roof to
Eagle Flat Tile roof
JOB ADIIRESS: 144 NW 105th ST
JOB NUMBER: PG-140510-25SgTR Miami Shores, FL 33150
WEARS PLEASED TO SUBMIT A PROPOSAL. FOR THE RE -ROOF OFA FLAT ROOF TO C.AP SFIEET SYSTEM& TILE ROOF
FOR THE PROPERTY CAPTIONED ABOVE WITH SPECIFICATIONS AS F%LoWS. A IIIGH QUALITY FINI$IIED ROOFING IN
ACCORDANCE W17HALL APPLICABLE SOUTH BUILDING CODE$.RULES, AND REGULATIONS WITH APPLICABLE
ACCEPTANCE'$:
SCOPE OF WORK:
PART I-P$E,PARATION OF SUBSTRATE
1. Strip existingTile roof down to a clean, smooth and workable surface.
2. Replace rotten or damage wood on the Deck
3. Replace Facial Board around the Houses where needed
4. keplace the sort boards in front of the hoose
5. Remove and dispose of all work debris.
PAR TIIi-IN,STALI.ATION OFEAGLEFLAT TILE O,F'131:
1. ,installation of 30# Base felt mechanically fastened w/ tin caps and ring shank nails of (1
2. Installation new Lead Stacks or Vent Stacks were needed.
3. ,installation of 3 "X 3 " Eaves Drip Metals to roofs entire edge.
4. Apply Asphalt Primer Over Drip Metal.
5. Install Galvanized Metal Valle of 16" Wide.
6. Install "L " Flashing 7 "x5 ".
7. Install Stucco Stop Over "L " Flashing.
8. Installation of Poly -glass xU-,Plus.
9. Install With Poly -foam POLY -PRO AH 160 Metro Dade Approved EAGLE Flat Tile,
10. Premises are to be left completely clean of, roofs works debris and equipment.
07/16/2014 15:12 3055733085
\-J
SUBMITTED TO: B&L Realty Holdings, LLC
3.900 NW 2 Avenue
Miami, FL 33127
JOE NAME: Re -Roof of Tile Roof to
Eagle Flat Tile roof
GREEN_PLY_ROOFING
PAGE 02
DATE: 05-10-2014
PHONE. (305) 519-6968
PHONE. (786 2.19-3448
e -mag: marieduron@aol.com
JOB ADDRESS: ,144 NW I031h ST
JOB NUMBER; PG- 140510-25SgTR Miami Shores, FL 33150
_GUARAN_TEE;
All work and materials will be guaranteed for a period of (10) TEN years from date of
completion against poor workmanship and/ or,faulty materials. AG Star Construction, Inc.
reserves the right to discontinue this warranty due to any work performed on the roof by other
` tradesmen andlor parties other than those employed by AG Star Construction, ,Inc. during the
warranted time. This guarantee does not cover natural disasters such as but not limited to:
tornadoes , windstorms fare and / or other casualty losses.
,['OTE:
AG Star Construction ,Inc. will exercise reasonable care when performing the work but cannot
be held responsible in any manner for damage to side walk ,driveways ,shrubbery, screening
septic tanks pipes , cables , any type of wiring above or below the ground ,nor be responsible for
any ceiling damage during process of the roof work .AL1. MATERIALS AND WORD WILL
COMPLY WITH SOUTHFLORIDA BUILDING CODESAND RULES. We will not be held
Yesponsible for water damage to the exterior and/ or interior premises.
CUSTOMER IS URGED TO COVER FURNITURE OR OTHER WISE TO PROTECT THEIR
PROPERTY. AAs estimated time that will take to finish this nroiec would be /10) drays from
dated started ,excluding acts of nature that is beyond our control .All special inspections, bonds,
permits ,procedures ,etc ,which are not considered standard roofing practices as determined by
the Roofing Contractor ,shall be the sole responsibility of the owner.
We hereby propose to furnish labor and materials, complete with the above specifications for the
sum of
ELEVEN THOUSAND FIVE HUNDRED DOLLARS ................ $14,500.00
With navments made as follows:
40% Upon signing ofcontract........................................ . $ S, 800.00
40.9 Upon hot mop inspection.............................................................$ 5,800.00
2099 Upon final completion ofroofs work............................................................ $2,900.00
Any alteration or deviation from the above specifications involving extra costs will executed only
upon written orders and will become an extra charge overhand above the estimated .All payments
are due upon presentation of invoice .A penalty of 1 % " per month shall be added to all sums not
timely paid .In the vent suit is commenced customer shall be liable for reasonable attorneys fees
,court costs and other costs reasonably necessary to collect the outstanding debts, including but
no limited to filling of any mechanics lien.
Starr Constr ion, Inc.
Y.
0
,Pedro A. doy
Project M ager.
07/16/2014 15:12 3055733085 GREEN_PLY_ROOFING PAGE 01
SUBMITTED TO: ,8&L Realty Holdings, LLC
3900 NW 2 Avenue
Miami, FL 33127
JOBB NAME: Re -hoof of Tile Roof to
Eagle Flat Tale roof
JOB NUMBER: PG- 140510-.25SgTR
DATE: 05-10-2014
PHONE. (305) 519-6968
PHONE: (786) 219-3448
e-mail:marieduron@aol.com
JOB ADDRESS: 144 NW 105th ST
Miami Shores, FL 33150
ACCEPTANCE OF FRO,POSAL
The above price ,specifications and conditions are hereby accepted. You are authorized to do
work as specified .Payments will be made as outlined above.
Authorized By:
F P7
L ,Realty AgIdings, LLC
Or (Legal Representative)
Acceptance Date; T — a` O r T
Proposal /PG -130510-255gTR
Atht:: Marie DWVn
144 MW 105' ST
Miami Shores, F1 33127
Celo ice
A-1 COIW W 84MW,, M.
C _40
UPLIFT TEST EXPERTS
Age':� FLF ) � - � � q �
A-1 CONSULTING ENGINEERS, INC
ROOF STRUCTURES CONSULTING
ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE
IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE
TAS No. 106
SITE SPECIFIC INFORMATION
Owner's Name:�1
Job Address: / y /4k,') APF
Roofing Contractor: __S�
Type ofTile:���/— br� �/5 ly
Permit #:
Date installed:
Approximate Roof Height:� feet Roof Pitch: a ✓>z
Type of Access to Roof: Scaffolds _
Approximate Square Footage of Roof: _Z8O ft 2
Required Testing Forge: 35 lbs. Testing Equipment:
Date Tested:/10j-
2V/v
Ladder
F.G.E. 100
Other
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON-
TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO
DEVIATIONS.
THIS REPORT SUBMITTED BY:
Jose A. Martinez
P.E. # 031509
A-1 CONSULTING
Lab. Certificage1fW07-0306.03 Renews: 01-1224.05
4383 S.W. 70th Ct, Miami, Florida 33155 - Telephone (305)740-9550 - Fax (305) 740-9550
ENGLISH: Cell (305) 609-6388 • SPANISH: Cell (305) 498-9804
Section A (General Information)
Master Permit No. Process No.
Contractor's Name A 6 STdr C cus �,4
Job Address e' W 10 5 :5;%'
ROOF CATEGORY
❑ Low Slope 13Mechanically Fastened Tile ildJ
Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal PanellShingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
HURRICANE ZONES
•
•0000•
6400••
• 6
•0.0•
6r4.6
4
•
0
0000••
• •
•04.0•
• •
Low Slop Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
,
Section B (Roof Plan)
Sketch Roof Pian: Illustrate all levels and
sections, roof drains, scuppers, overflo V • •.
••
scuppers and overflow drains. include dimensions of sections andVevjis,
clearly
identify dimensions of elevated pressure zones and location • • • • • •pe •
of Parats ..
�
1'�
19y.
i!� ®®®
_ ,�: .I
• •
� •
:aP •
0000
Z
ar
*age
I !
Y`Vyi
YJ
I � �
1'J p...
' ^`�
•
4 if
f .J.. ���. � ' � j {} _-1
.. ,
3 �^
I •4-4
CD
•
•0000•
6400••
• 6
•0.0•
6r4.6
4
•
0
0000••
• •
•04.0•
• •
Tile Roof system .
MIAMI -Ma
EM
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer: EAGLE ROOFING PRODUCT LLC
Notice of Acceptance Number (NOA): 12-0430.04
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: 39.1 P 2: 68.1 P 3:
Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf
Fill in the specific roof assembly components. If a component Is not required, Insert not applicable (n/a) In the text box.
Roof Slope: "/12"
Roof Mean Height: 14 ft.
Method of Tile Attachment:
--Adhesive, Medium Paddy Polyfoam
Alternate
o--
Alternate Method of Tile Attachment per NOA:
NA
Drip Edge Size & Gauge: --3" face 26 ga.--
Drip Edge Material Type:--Galvinized Metal --
Drip Edge Fastener Type: 1-1/4 RS NAIL 4"OC
Hook Strip/Cleat gauge or weight: -- Select Hook Strip --
Deck Type: --5/8" Plywood --
Optional Insulation:
NA
Optional Nailable Substrate:
NA
Optional Nailable Substrate Attachment:
NA
Basesheet Type:
ASTM FELT D226 30#
• a
0600 6660..
Fastener Type for Basesta®et dttachruent: • 6'
1-1/4 RS NAIL & TI9U001-5/8 ' •`••
6066
.0600•
6
• . •006.0
Tile Underlayment (Cap gt?ctdt) Type' 90:069
P0LYGLASS TU PL16S•0 000000 6 660•
66•••• • •
000000
Tile Underlayment AttaclimerLt Method! 6.6 •
SELF ADHESIVE 9000•6.0
Tile Profile:
BEL AIR CONCRETE TILE
Section E
MIAMI -MADE Miami -Dade County HVHZ Electronic Roof Permit Form
•
"Delivering Excellence Every Day"
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based file 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: 39.1
X X0.278 = 10.87
- Mg: 7.71 = Mr1: 3.16
5 40.4 i NOA Mf
P 2: 68.1
X X0.278 = 18.93
- Mg: 7.71 = Mr2: 11.22
5 40.4 NOA Mf
P 3: 100.7
X X0.278
= 27.99
- Mg:
7.71
= Mr3: 20.28
s
40.4
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 the attachment method is acceptable.
P1:X1:
=®Xw:®=
• • •
-W:®=
Description
Symbol
XCos 0: =Frl:
5NOAF
P2: XI:
= Xw:
_ -W:
=
Design Pressure
XCos 0:El=Fr2:
5NOA F'
P3:
XI:
•
=
Xw:
=
-W:®=
Mean Roof Height
XCos 9:El
=Fr3:
000
;''
:5
NOA F'
Where to Obtain Information to complete the calculations
Where to Find
• • •
Description
Symbol
• •
0000
0000••
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared,,21t11140Ind sealed b? A profe4sIldh4ar•
engineer based on ASCE 7. 000.00
•
96066
Mean Roof Height
H
Job Site •0.000
000
;''
.000.
Roof Slope
9
Job Site 00:00:
:096:0
0.000
•• ••
•
0000••
Aerodynamic Multiplier
X
Product Approval (JOA: 0 •
!
•
Restoring Moment due to Gravity
Mg
Product Approval (NOA) 0
• • •
0:.00:0
• •
0000••
so
avow
v
Attachment Resistance
Mf
Product Approval (NOA)
•
0000
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
I =length
Tile Dimensions
w l width
Product Approval (NOA)
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 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 ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
viding that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of
the agreement between the owner and the contractor.
2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
nailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
Ads (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
b sewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
appearance. ....
. . .... ......
5. VIF52 Ponding water: The current roof system and/or deck of the building mhn of drain we114 may • • , , : •
46 -se water to pond (accumulate) in low lying areas of the roof. Pounding can be i, ��iiation of stprctural
distress and may require the review of a professional structural engineer. Pounding ;;a�shortem the life
expectancy and performance of the new roofing system. Pounding conditions may'not-be eviderk unlitDie • • • • •
original roofing system is removed. Pounding conditions should be corrected. -
-:*so . . .....
0*006
.... :......
6.Over low scuppers (wall outlets): It is required that rainwater flows 8$ iNat thepohl not • �,; •
0o d�from a buildup of water. Perimeter/edge wall or other roof extension m bl k this if
overflow scuppers� °� �a
(wall outlets) are not provided. It may be necessary to install ovdip& scuppers 6 • • :"
accordance with the requirements of Sections R4402, R4403 and R4413. • •: @
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
error of the structure assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extendin the service life of the
r00
e gents Signature Date Contractor Signatu., Date
Revised on 7/9/2009 LD
Miami Shoe
9res Villa
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: _ r7 • 1
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: evttxx
Property Address:_ 1 �-k'A 0 t9 109-6 Q-, M ; gnr► ; 5
Roofing Permit Number:
Dear Building Official:
I —Aca certify that I am not required to retrofit the roof to wall connections of my
building because:
AThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation. .0000•
. . •000 0000•0
o The building was constructed incompliance with the provisions of the Florida Building Cod;486C) or withlgi proviero� 0 •
f 1994 edition of the South Florida Building Code (1994 SFBC) ' •0000 : • • • •
0 •0000•
.... . .....
,'y`w ••0004 . 0 000.0
Signature Print Name • • • • 0
..
. .
. . ......
0 0 • • 0
• • • 0000••
State of Florida 0080
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned.
Sworn to and subscribed before me this 1 day of
Notary Public, Sate of Florida at Large 3 6�f p A BLANK
oNNI
a� My 06mMl§§l6N # eto00573
v° y _XV,1k50 ootober01, 2014
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00 4moor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
I IAM
MIAMI -DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/vera
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 and accepted by Miami -Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Bel Air, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Eagle
Low Profile Concrete Tiles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bei hb'cdiange• •
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 revit1*63oi change iA the •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsg*alt of'•�>:oduct,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tdr.QWly wit13 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, Moot= lid followed by the,...:.
expiration date may be displayed in advertising literature. If any portion of the NOA is displa*ed, then it irAP158 done. •
in its entirety. •
•..•
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall.be available for inspection at the job site at the request of the Building Official.
This revises NOA# 11-0321.02 and consists of pages 1 through 10.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
RMO"06'�'F
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 1 of 10
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
This approves a new roofing system using "Low Profile Concrete Tile" as manufactured by Eagle Roofing
Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4
herein. The attachment calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Bel Air Concrete Tile
L = 17"
TAS 112
Flat profile concrete roof tile equipped with two
W= 12 '/4"
nail holes. For adhesive set, direct deck or
Thickness ='/a"
battened nail -on applications.
Bel Air Double Eagle
L =17"
TAS 112
Flat profile concrete roof tile equipped with two
Concrete Tile
W= 121/4"
nail holes. For adhesive set, direct deck or
Thickness = %2"
battened nail -on applications.
Ponderosa Concrete Tile
L =17"
TAS 112
Flat profile concrete roof tile with slate finish
W= 12 1/4"
equipped with two nail holes. For adhesive set,
Thickness = %Z"
direct deck or battened nail -on applications.
Ponderosa Double Eagle
L =17"
TAS 112
Flat profile concrete roof tile with shake finish
Concrete Tile
W= 12 %4"
equipped with two nail holes. Fo;i3d ftp ve set,
Thickness = %2"
60.6•0
direct deck or battened q pn appliilltions. 6 •
Golden Eagle Concrete
L =17"
TAS 112
•• 6 ••• •
•6.6.6
Flat concrete Aoor•nle brushed finish •
profile •'
Tile
W= 121/4"
o****
equipped with two nail�40.1ps. For6adhesive set-,•'.
Thickness ='/Z"
•6666
direct deck or battened ji]rbn appacahons. • • ; •' .
Trim Pieces
1= varies
TAS 112
• 6 9999.
9999.. 9999.. 9999..
Accessory trim, clay rest pieces fot use at hips, • •
w = varies
rakes, ridges and valley*Wbations. 6,..:.
varying thickness
Manufactured for each6tile erofile. • • • • • • •
•
9999..
9999 •
6.6
6000
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 2 of 10
r
2A EVIDENCE SUBMITTED:
Test Agency
Test Identifier
PRI Asphalt Technologies
ERPF -001-02-01
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Appendix H
Redland Technologies
P0402
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Letter Dated Aug. 1,
1994
P09647-01
94-084
25-7094-(2, 5, & 8)
25-7183-(5 thru 6)
25-7214-(l, 5, & 8)
25-7487-2
25-7496-(1 & 4)
25-7804-6
520109-1
520111-4
520191-1
Calculations
Calculations
Test Name/Reuort
TAS 112
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of screw vs.
smooth shank nails
Wind Tunnel Testing
TAS 108 (Nail -0n)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing
TAS 102
Static Uplift Testing • •
TAS 102
0000..
Static Uplift Testing • • •
TAS 101 ••••
0..
000
Static Uplift Testing : • •
TAS 101 •..•••
Aerodynamic Multiplier
Restoring Moments Due to Gravity
Date
Aug. 2006
Dec. 1991
Dec. 1991
Dec. 1991
Sept. 1993
Aug. 1994
Aug. 1994
May 1994
Oct. 1994
Feb. 1995
March, 1995
Dec. 1995
DOG** 1995
0000 ••0.
• .•
•
'l *1 •
ap;. 996 0000..
0 . •
0000..
:1998 ••�••
. •
0 0 000.0
U rch•1999 ....
•
0 0 0000..
V21f:1006 :0000:
ScV. M060000
•
NOA No.:12-0430.04
Mwhii•u�►o� co;N ter Expiration Date: 10/05/16
JAPPRApproval Date: 08/02/12
Page 3 of 10
3. LINHTATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required,
refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
4. INSTALLATION
4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle
Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile
Weight -W (lbf)
Length-1(ft)
Width -w (ft)
Bel Air, Bel Air Double Eagle,
11.4
1.42
1.03
Ponderosa, Golden Eagle,
Ponderosa, Golden Eagle,
.::9.178
•
Ponderosa Double Eagle Flat
0000..
�... '
Tile
Table 2: Aerodynamic Multipliers - A (ft)
Tile Profile
A (ft)
A (ft) .""•
Batten Application
Direct;Dadk lic (
Bel Air, Bel Air Double Eagle,
0.301
'.: •
Ponderosa, Golden Eagle,
.::9.178
•
Ponderosa Double Eagle Flat Tile
0000..
�... '
0000
•
0000
00.0
6666.
• • 00.00
•••••� 600006
0
• • 000••
66 •6
066606 •
:00:0:
• • • • 0006••
•0600• 6 •
6 0 • ••0000
• • • •060 0 6
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 4 of 10
Table 3: Restoring Moments due to Gravity - Me (ft-lbf)
Tile
3":12"
4":12"
5":12"
6":12"
Greater than
Profile
aeeeg.
(min 15/32" plywood)
(min. 19/32" plywood)
7":12"
Bel Air, Bel Air
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Double Eagle,
Deck
Ponderosa,
Deck
14.0
Deck
7.4
Deck
Shank Nails
Deck
Ponderosa,
7.48
7.71
7.37
7.59
7.22
7.44
7.05
7.27
6.86
7.07
Golden Eagle,
Double
1-10d Smooth or Screw
24.3
24.3
24.2
Eagle Flat
Shank Nail Field Clip)
Ponderosa
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
Double Eagle
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
Flat Tile
31.9
32.2
Shank Nails Eave Clip)•
• • • • •
• •
•
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
aeeeg.
(min 15/32" plywood)
(min. 19/32" plywood)
Bel Air, Bel
2-10d Ring Shank Nails
30.9
38.1
17.2
Air Double
1-10d Smooth or Screw
7.3
9.8
4.9
Eagle,
Shank Nail
Ponderosa,
2-10d Smooth or Screw
14.0
18.8
7.4
Golden
Shank Nails
Eagle,
1 #8 Screw
30.8
30.8
18.2
Ponderosa
2 #8 Screw
51.7
51.7
24.4
Double
1-10d Smooth or Screw
24.3
24.3
24.2
Eagle Flat
Shank Nail Field Clip)
Tile
1-10d Smooth or Screw
19.0
19.0
22.1
Shank Nail Eave Clip)
2-10d Smooth or Screw
35.5
35.5
34.8
Shank Nails Field Clip)
2-10d Smooth or Screw
31.9
31.9
32.2
Shank Nails Eave Clip)•
• • • • •
• •
•
2-10d Rin Shank Nails 50.3 65.5 _ow•
48:3 • •
1. Installation with a 4" tile headlap and fasterners are located a min. of 2W from Qpf tile. •
goes
......
g a
......
......
. •
aeeeg.
•
g a
• •
•..
ge 0
a
0000
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 5 of 10
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Application
Resistance
Bel Air, Bel Air Double Eagle,
Adhesive
31.3
Ponderosa, Golden Eagle, Ponderosa
Ponderosa, Golden Eagle,
3M 2 -Component Foam Roof Tile Adhesive AH -160
Double Eagle Flat Tile
Ponderosa Double Eagle Flat
0
1 See manufactures component approval for installation requirements.
2 Flexible Products Company TileBond Average weight per patty 13.9 grams.
3MTM 2 -Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar Set Systems
for Single Patty Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Application
Resistance
Resistance
Bel Air, Bel Air Double Eagle,
3M 2 -Component Foam Roof Tile Adhesive AH -160
118.9
Ponderosa, Golden Eagle,
3M 2 -Component Foam Roof Tile Adhesive AH -160
40.4
Ponderosa Double Eagle Flat
0
. •
0000..
Tile
•
0000..
3 Large paddy placement of 45 grams
of Pol ProTm.
4 Medium paddy placement of 24 grams of Pol ProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Resistance
Bel Air, Bel Air Double Eagle, Ponderosa, Golden
Mortar Set5
43.9
Eagle, Ponderosa Double Eagle Flat Tile
0000..
5 Tile-Tite Roof Tile Mortar. 0000
NOA No.:12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 6 of 10
• -
0000
999009
•
• 000
009 •
00
.0
0000..
0000..
000000
0
. •
0000..
00.00
•
0000..
41 .
0000
0000. •
0000.
.....�
•
0000..
0000..
o 0
0000..
•
0 0 0
0
.0000.
•
0
0000..
0 •
•
•0090•
• • •
0
9999
• •
09
0
NOA No.:12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 6 of 10
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved".
EAGLTiL;74
FLORIDA
BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDEROSA DOUBLE EAGLE
CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
(LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 this Notice of Acceptance.
6.1.2 Any other documents required by Building Official or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.: 12-0430.04
Mu►MI•nanMEC o� Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 7 of 10
69.9
•
0000
000000
•
..
0000..
0000..
.00.00
.0000.
0900
•
0000..
.
0000
0000. •
0000.
.....0
0000..
0000..
99.9.9
.
0000..
0.0696.
•00•
0000
NOA No.: 12-0430.04
Mu►MI•nanMEC o� Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 7 of 10
PROFILE DRAWING
BEL AIR
BEL AIR DOUBLE EAGLE
•
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 8 of 10
. •
•
••. .
•
•
•
•
•••..•
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 8 of 10
-�> -1-1"''----<"'
-1"'---<'
PONDEROSA
PONDEROSA DOUBLE EAGLE
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 9 of 10
GOLDEN EAGLE
END OF THIS ACCEPTANCE
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 10 of 10
......
......
0
000
so
s
0000
NOA No.: 12-0430.04
Expiration Date: 10/05/16
Approval Date: 08/02/12
Page 10 of 10
MLAM
..
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
www.miamidadeaw/economy
Polyglass USA Inc.
150 Lyon Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material falls 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. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Polyglass Polystick Underlayments
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 beegWftnge
'' 0
see*:*
in the applicable buildingcode negatively affectingthe performance of this product. 0•• of
000.0•
TERMINATION of this NOA will occur after the expiration date or if there has been a revisIM400r change inpe 0 0
•00.00 :••••:
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorse�ggt of any eroduct,
6000
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure tobp,%A with0any section •0;0'
of this NOA shall be cause for termination and removal of NOA. 0 0 0 0 0 0 • •*ego*
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County; F% tla, and followed
by the expiration date may be displayed in advertising literature. If any portion of the 1440A is disjayed'then . •
it shall be done in its entirety. 0 0 0.0:040 0 0
fee
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA 411-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP
underlayment 3291091 x 3133/8" ASTM D 1970 polymer modified, fiberglass or polyester
Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as
#1 & #2 an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus
Roll:
Test
Product
Product
Dimensions
Specification
Description
Polystick MTS
Roll:
TAS 103
A homogeneous, rubberized asphalt
underlayment
6518" x 3133/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
Polystick TU P
Roll:
TAS 103 and
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3133/8"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Polystick Tile Pro
Roll:
TAS 103 and
Designed as an ice & rain shield and as a flat
Manufacturing Location
61' x 3'3 3/8"
ASTM D 1970
roof tile underlayment.
Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP
underlayment 3291091 x 3133/8" ASTM D 1970 polymer modified, fiberglass or polyester
Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as
#1 & #2 an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus
Roll:
TAS 103 and
A rubberized asphalt self -adhering, glass-
underlayment
65' x 3'33/8"
ASTM D'1970
fiber/polyester reinforced waterproofing
(Surface Printing)
80 mils thick
membrane. Designed as a metal roofing and roof
Manufacturing Location
the underlayment. • • e • s
goo* •• s e: @
#1 & #2
: •e• •s
e
•• 0000••
0000••
Polystick TU P
Roll:
TAS 103 and
A rubberized asphalta4iproofing membrane;....
underlayment
32' 10" x 3933/8"
ASTM D 1970
glass-fiber/polyester rainforced, v4"4Uanulag
Manufacturing Location
130 mils thick
see
surface designed for us mas tile r8of •
.sees
#2
underlayment. a ••••• w o e s.
.. .. e
Polystick Tile Pro
Roll:
TAS 103 and
asses• •
A rubberized asphalt ?elf-aAering:gWj-. ' •. • • •
Manufacturing Location
61' x 3'3 3/8"
ASTM D 1970
fiber/polyester reinforled 04erprobfing• • :0000 0
#2
60 mils thick
membrane. Designed 01 m&al roofs *and roof
the underlayment.
Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass -
Manufacturing Location 61' x 3'33/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, polyester
Manufacturing Location 65'8"x3'3-3/8" ASTM D 1970 reinforced waterproofing membrane. Designed
#2 60 mils thick as a a roof tile underlayment.
MANUFACTURING PLANTS:
I.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Test Name/Report
Date
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity ERD
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-1
TAS 103 & TAS 110
08/06/12
P40390.08.12-2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRI01 I I I
ASTM D 4977
04/08/02
PUSA-005-02-01
ASTM D 4977
01/31/02
PUSA-018-02-01
ASTM D 2523
QVAIWQ3
PUSA-035-02-01
TAS 103 • .
09129'/06
PUSA-033-02-01
ASTM D 1970
OIA 2/86
PUSA-055-02-02
TAS 103
12/100/87
PUSA-083-02-01
TAS 103
Q6/30J08
PUSA-089-02-01
TAS 103/ASTM D4798 & 6155.
01111 69
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & Q4 fie
04/01408
RX14E8A
TAS 103/ASTM D4798 & COA55.6
t1/09/09
DX23D8B
TAS 103/ASTM D4798 & 015Z :
02/1'8/10
DX23D8A
TAS 103/ASTM D4798 & 6155 '
42ti1440
.. .
0660
6009
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 8
INSTALLATION PROCEDURES:
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626.
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for
base sheet only)
Membrane: Polystick membranes self -adhered.
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-'/z" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
••99
•
. .
6.98
..••..
0000..
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669609
9
• 0
000
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0000
9
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0000
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•....
6••.69
• •
e9.••
• •
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9
••9.••
•
•
•.9.6•
00
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0000
• •
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles,
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU
P may be used in all the previous assemblies listed except metal roofmg. Polystick TU Max may be used in
roof tile systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of
irregularities.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a recover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
Exposure Limitations (days)
MTS IR -Xe TU TU Plus TU P Tile Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile
manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to
mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens
roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as
follows: (See Table Below)
Tile Profile
Polystick MTS
Polystick IR -Xe
Polystick TU, TU
Polystlm UJ
Plus, TU P, Tile
NJta�
Pro
Poo 00•
Flat Tile
Prohibited without
5:12
No limitation • • •
• • No limitation
battens
Profiled Tile
Prohibited without
Prohibited
No limitation
No limitation
battens
.
. • "' •'
The above slope limitations can be exceeded only by using battens and counter batteAlMo Uc; ordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code reAuire;ents. �lM®fis
are required for both loading and installation of tiles at all times. :909
0000
0000..
0000..
0000..
0600.
00000
000000
s
0
0000..
0000..
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 5 of 8
GENERAL LIMITATIONS: (CONTINUED)
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all
underlayments except Polystick MTS which shall be loaded onto battens.
0
CL
0
N
r
t_O
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR -Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below.
•..•
MIAMI•DADE COUNTY • • • • • • •' • • • • • •
006.09 •• 0000••
BUILDING PERMIT REQmEMENTS: 000000
•
Application for building permit shall be accompanied by copies of the following: ;""' ..6..
...... . .
1. This Notice of Acceptance. .....
......
000600 . .6.6.6
2. Any other documents required by the Building Official or applicable building code in or& i; to properly evaluate
the installation of this materials. 6.6 • •
00. • . •
•• . •066 6
0600
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES:
1.
Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is
acceptable. Please also refer to applicable Product Data Sheets of the corresponding products.
2.
All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as
required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area
being back -nailed. (Please refer to applicable local building codes prior to installation.)
3.
All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact.
4.
All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5.
A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6.
Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6'/4"/12", precautions
should be taken, such as the use of battens to prevent tile sliding during the loading process.
7.
Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours.
8.
Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9.
Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should be installed in such a way so that water will run paraljed0tp or
over the top of all laps of the patch. '
. . 0000
0000..
10.
All self -adhered membranes must be rolled to ensure full contact with approved substfates.' PolygMs
'.
000 .
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membran0g ; rand rollers.are
0000..
•
acceptable for rolling of patches or small areas of the roof. Brooming may be used wb ,g slope prohibjts
; • • • • ;
rolling.
11.
All approved substrates should be dry, clean and properly prepared, before any applicaMa of Potatae%0
• "' • •
•
membranes commences. An approved substrate technical bulletin can be furnished Woxl* lgquest. It i§
• •
66 •
recommended to refer to applicable building codes prior to installation to verify acc4)table:subs4tes.0
12.
0000..
The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick meitbrades and '
0.00; 0
0 00000
PolyProtector UDL can be furnished upon request by our Technical Services Department by callingr 1800)
0 '
894-4563.
NOA No.: 12-0713.02
M II' MNpADE Garvn
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800) 8944563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined
by the National Roofing Contractors Association (NBCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
0000
. . 0000
0000..
0000..
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0000
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0000.
. . ......
0000 .
0000.0
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. . . .
......
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.. 00000000
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 8
rI
MIAMMIAMI-DADE COUNTY
aDADE ,�
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www. miamidade.¢ov/economy
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AH -160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. • • • •
. . .... ......
TERMINATION of this NOA will occur after the expiration date or if there has been 4,;g*ion or chata in the,,•„•
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endotsvAent of any product, far 00 0
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comoy 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, Flb?idh' and fdllowed by tlfe • •; •
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,*othen it shall be done • •
in its entirety. :000:0 •••••
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its disobutors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA 12-0228.18 and consists of pages 1 through 11.
The submitted documentation was reviewed by Juan E. Collao, R.A.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 1 of 11
Ti
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3Mrm 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
160
Foam Dispenser RTF 1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Prove
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
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.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
••••
Test
Res
0.00••
ASTMD 1622
1.6 lbs./ft.3 ••••••
�•••••
•••••
ASTM D 1621
18 PSI Parallel to rise 09;66;
;...;•
6666'
12 PSI Perpendicular to ris8' "'
6666:'
ASTM D 1623
28 PSI Parallel to rise : • •: •:
• •
ASTM D 2127
0.08 Lbs./Fe 0
see*:*
•
.
. •
ASTM E 96
3.1 Perm / Inch • • '
0 4040 •
ASTM D 2126
+0.07% Volume Change @ -40'F.,
2 wrmU
+6.0% Volume Change @158'F.,
100% Humidity, 2
weeks
ASTM D 2856
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.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
r
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[l] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1 •' •"•
. . .... .......
LIMITATIONS: •••••• ••• 000•:0
•
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile AsseniNji"'Or fire riting-. • • • •
2. All approved products listed herein shall be labeled and shall bear the imprint or idenAftbl,5-;6rkiZof the • •; • •
manufacturer's name or logo and following statement: "Miami -Dade County Product C1b1 'd1:Appr(9kAX r the • • • • •
Miami -Dade County Product Control Seal as shown below.
MIAMI•DADE COUNTY • • • • • • •. • •
APPROVED 0000••
3. 3Nr 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, lowi.& Sigh tile r1files. :""':
4. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. sees
5. Roof Tile manufactures acquiring acceptance for the use of 3M7 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
6. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
NOA No.: 13-0502.02
MAM143AD; COUNTY Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 3 of 11
INSTALLATION:
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof tile assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B)•
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
0000
APPROVED
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
0000
6 6
. .
666.
006..6
.. .
•6• .
6
0 60
0000..
00
066666
600006
..6666
0000
0 .
.66000
0000
.
0000.
. .
•0666•
. .
0000.
6.6666
0000
.
0000.0
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. .
006000
0
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06 0
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6 6
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Minimum Paddy Gram
Area
Weight
Eave Course - Flat, Low, High
Profiles
All Eave Course
17-23 sq. inches
45-65
Flat, Low, High Profiles
#1
17-23 sq. inches
45-65
Flat Profile
#2
10-12 sq. inches
30
Low Profile
#2
12-14 sq. inches
30
High Profile
#2
17-19 sq. inches
30
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches at
12 grams per paddy
head of tile 9-11 sq. inches at
overlap
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
17 grams per bead
edge)20-25 sq. inches each
bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All 3M"m 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed
herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation.gf this
system. 000000
9..969 96
9999..
9999
9999
999699
9999..
9999..
9999..
9999..
9999..
9999..
9999.
9999.
9999..
9999..
9999..
NOA No.: 13-0502.02
MIAMI -DAD COUNTY Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
Nail through plastic cement
(when required)
10in.X
2 in. wide
Data. optional
Tile)
Eaw Closure I
ARPROVED
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm) — 23 (148.4 cm) square inch adhesive
contact with the underside of the tile.
Does
D
. . DDDR s*a*DD
.. .
so* . s
D
...... Ds ......
High Profile / Single Pan T,j k ; : D 0
......
1. Starting at the eave cou spapp'ly a ml$imM 2" .....
(50.8 mm) x 10" (2541mn?xelf (25.4 mm* foam a 9 a 9
paddy onto the underlaynter t positio;e-J as shown • • • •
under the pan portion oC i2$il: closest td the •
overlock of the tile beinj set. ' :...:. 000000
D . DDDDDD
2. Continue in same manner. Insure apprQfimtely 1�
(109.7 cm) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Nall through plastic cement
(when required)
Underlayment °
7 in.
Battens optional °
Eave Course
°
°
101n.W
2j
Eave Closure _
Nail through plastic cement
(when required)
APPROVED
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlook of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm) -12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm) square inch adhesive conYW4.with the
underside of the tile. . . *00000 e e 0 0 e 0
ee 0 eee 0 0
2. At the second course, applya Finimum 2"(94.8"- e e •
x 7" (177.8 mm) x 1" (25.4V"Ofoam paddy onto t1%...
underlayment positioned as's ARw und$I;Wpan '
portion of the tile closest to the overlock of the tile
...... . . .....
being set. ••••••
.. .. . ......
3. Continue in same manner.Instird apprgximajely 12"...:.
(77.4 cm2) - 14 (90.3 cm') square inch=§Ive e
contact with the underside sklitile. e • • e :0000:
0000
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
Nail through plastic c
(when required)
Paddy (Beneath Tile)
°
IUnderlayment
....
71 21n.
Battens optional °
Eave t°urea
fascia
......
Weephole
10 in. in.
Eeve closure
�2
Drip edge
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) -19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
. .
....
......
......
..
......
0069..
6
6
696666
....
.
9669.
......
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0
......
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.
......
666969
. .
. 9
666669
696066
.
0 .
06960•
.669
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
0
ADHESIVE PLACEMENT DETAIL ## 3
Flat/LawPaffiloTtle
APPROVED
MadhnnPmfileTile
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
0000
AIi
ff
ups ,
� II
006•
•
0000••
09
0000••
•
tom....
•
f
MIT,-
0000••
00
APPROVED
MadhnnPmfileTile
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (10 1.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 int (109.7-148.4 cm2) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 int (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
0000
•• •
006•
•
0000••
09
0000••
•
0000 ••
•
• •
0000••
0000
• •
• •
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•000••
0000
•
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED)
APPROVED
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x %"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
Install second course of tile. Insure approximately
9 (58.1 cm2) -11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
• .
ease
•ssas•
e
•
.. .
••• .
•
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s•
0000..
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•••sea
•
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NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
4 T 4
1) Place enough adhesive to achieve 65 to 70 sq.
In contact with the pan tile.
2) Turn covers upside down. Place adhesive in
to 1 In. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 soAn. contact area. o
IUnderiayment
Eave closure
(motar shown)
Fascia
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch applications
(when required)
point -up Mortar
on longitudinal
edges of tie
Remove top portion of the eave course cover tile. Abut to second course of
part tiles. Ensure eave end of pan and cover tiles are Bush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and Pan) Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support eave tiles
from rocking until adhesive has a chance to cure.
2. Continue in same manner bringing two pan courses
up toward the ridge. Insure approximately 65
(419.4 cm2) — 70 (451.6 cm2) square inch adhesive
contact with the underside of the pan tile.
3. Turn covers upside down exposing the underside of
the tile. Apply a minimum 1" (25.4 mm) x 10" (254
mm) bead of adhesive directly on the inner edge of
each side of the cover tile. Leave approximately
3/4" (19 mm) to l" (25.4 mm) from the outside
edge of the tile, inward, free of foam to allow for
expansion.
4. Turn cover tile over after foam is applied and place
onto pan tile course. Insure a minimum of 20 (129
cm) - 25 (161.3 cm) square inch contact area on
each side of the cover tile to the pan tile. Continue
in same manner. Trim away any cured exposed
foam adhesive. Pointing of longitudinal edges of
the cover tiles are considered optional' • • •
. 0 sees 0600••
• • • •
5. When additional nailing is required, t'"(60:9 mm) '.
x 4" (101.6 mm) nailer�,Q>:�e�tie wire system
using galvanized, stainle"ggel, or cppper wire gide ••;
compatible nails may bg awed! :""' Goose
END OF THIS ACCEPTANCE
60.09• :so*:* •9•86
•. .. • •s•9••
• • • •
0000••
• •
6 • :sees:
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 11 of 11