FR-16-290 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
UPLIFT TEST EXPERTS C
SITE SPECIFIC INFORMATION
Owner's Name: Pe mit#:
Job Address: Orli l %�4, ,Q� G
Roofing Contractor:
Type of Tile: M Date installed:
Approximate Roof Height:/Z 'feet Roof Pitch:
Type of Access to Roof: w Scaffolds Ladder Other
Approximate Square Footage of Roof: /_�, A? ft 2
Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100
Date Testeil —67/— ���/
ST LOCATION UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST rEST LOCATIOP UPLIFT PULL TEST TEST LOCATIOP UPLIFT PULL TEST EST LOCATIOP UPLIFT PULL TEST rEST LOCATION UPLIFT PULL TEST
1 26 51 76 101 126
2 27 52 77 102 127
3 28 53 78 103 128
4 29 54 79 104 129
5 3 55 80 105 130
6 31 56 81 106 131
7 57 82 107 132
8 33 58 83 108 133
9 34 59 84 109 134
10 35 60 85 110 135
11 36 61 86 111 136
12 37 62 87 112 137
13 38 63 88 113 138
14 39 64 89 114 139
15 40 65 90 115 140
16 41 66 91 116 141
17 42 67 2 117 142
18 43 68 + 118 143
19 44 69 Aldd 119 144
20 45 70 0 M 145
21 46 71 96 121 146
22 47 72 122 147
23 48 73 49123 148
24 49 74 99 124 149
25 50 75 100 125 150
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106,THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
THIS TAS 106 TEST HAS BEEN PERFORMED IN FULLACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY,WITH NO DEVIATIONS.
THIS REPORTSUBMI BY:
Jose A.Martinez
P.E.#031509
A-1 CONSULTI S, INC.
Lab. a tion # 12-0228.21 Renews: 11-0607.01
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
A-1 CONSULTINIG ENGEVEERS INC.
ROOF STUCTUTRES CONSULTING LT, LIFT TEST EXTERTS
LAB. CERTIFICATION No.01-1224-5
4383 SW 70 CT, MLAX11 FL. 33155
TEL.305-740-9550 F-AX3035-74- 0-9550
O-Amer's name: Permit#:
job address: 9301 N BAYSHORE DR MIAMI SHORES FL
Roofs cl; contractor: TOP SEAL SERVICES
T�Te of tile: . BORAL FLAT TILE Date installed:
Approximate roof height: 12-20 feet Roof pitch: 3/12
Tipe of access to roof: Scaffold: Ladder: Offier:
Appro)dmate square footage of roof. 15,00 — ft-9
Required testing force: 3.5 lbs
Date tested-. 05/01/2017 Number of tests: 31
SKETCH OF ROOF
t 30.
3
is
2.5 13 12 11
2L 23 33
Revicect: ASH
Date: 05/01/2017
Permit NO. RF-2-16-290
Miami Shores Village Permit Type:Roof
�r 10050 N.E.2nd Avenue NPer '
Work Classification:Tile
Miami Shores,FL 33138-0000 Permit Status:APPROVED
Phone: (305)795-2204
FLORiDp'
Issue Date:5/12/2016 Expiration: 11/08/2016
Project Address Parcel Number Applicant
9301 N BAYSHORE Drive 1132050270560
Miami Shores, FL Block: Lot: GUY&SELIN KURLANDSKI
Owner Information Address Phone Cell
GUY&SELIN KURLANDSKI 9301 N BAYSHORE Drive
MIAMI SHORES FL 33138-
15811 COLLINS Avenue
SUNNY ISLES FL 33160-
Contractor(s) Phone Cell Phone Valuation: $ 6,900.00
TOP SEAL SERVICES CORP (305)754-7844
.. _ Total Sq Feet: 1100
Type of Work:Re Roof Available Inspections:
Additional Info:NEW CONSTRUCTION ROOF COLOR THRU TI Inspection Type:
Classification:Residential
Up Lift Report
Scanning:4
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $4.20
Invoice# RF-2-16-58539
DBPR Fee $4.13 02/02/2016 Check#:7654 $50.00 $256.46
DCA Fee $4.13
Education Surcharge $1.40 05/12/2016 Check#:7909 $256.46 $0.00
Permit Fee-New Roof $275.00
Scanning Fee $12.00
Technology Fee $5.60
Total: $306.46
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and th t all work ` I be done in compliance with all applicable laws regulating
construction and zoning. Futhermore,I authorize the above-named contrat )r'Rr
May 12, 2016
Authorized Signature:Owner / Applicant / Contractor Date
Building Department Copy
May 12, 2016 1
j Miami Shores Village
Building Department FEB 0 2 2016 j
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel: (305)795.2204 Fax: (305)756.8972
LBY: �1'L
INSPECTION'S PHONE NUMBER:(305)762.4949
FBC 2014 '"''
BUILDING Permit No.V-P � k
PERMIT APPLICATION Master Permit No.?--C-1 Z- IS -31
Permit Type: BUILDING ROOFING
JOB ADDRESS: -I-2-,,Q I VV `^'-I S�o Co J) r
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11 - 32,05— 02� ''0 S(0 D
Is the Building Historically Designated:Yes NO Flood Zone:
OWNER:Name(Fee Simple Titleholder): t/- 1 u' Phone#:�(f-2��"
Address:9 1" S /
City: waw, K�O ce8 State: f-L- Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: 1'0 pPhone#: 2 crs- q 1brz,,32 C)
Address: lia's t-ko ;Y JT t
City: CniiN�l State: fi Zip: -33 l Z -7
Qualifier Name: -�6.J-��� (vg_--o C" • Phone#: -S-A �1
State Certification or Registration#: CCC- 13-3 b f (9 —Certificate of Competency#: _
Contact Phone#: -S'�k Email Address: KU Imo- j__b(AU I o p S &4�1LUt(3--3 , CC
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$� _ Square/Linear Footage of Work: ,
Type of Work: Addition DAlteration ONew ORepair/fReplace ODemolition
QA-0 �'
Description of Work: N Q �0+10^ Y4�J "' -�1 ei
G
Color thru tile:CW r CO CS 6U A�-CJCU- Q�'i S h
***************************************Fees********************************************
Submittal Fee$gO -(f(�_Permit Fee$ CCF$!_2 CO/CC$ 0
Scanning Fee$ - CZ) Radon Fee$ y' (3 DBPR$ y • 3 Bond$ -3 2:)
Notary$ Training/Education Fee$ ''(- Technology Fee$ COQ)
Double Fee$ Q Structural Review$�—
TOTAL FEE NOW DUE$ 05`0-
r-S,
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS,TANKS,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 exceedin $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure ill delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of mm cem t must a posted at the job site
for the first inspection which occurs seven (7) days after the building permit is is
d. In t e a Bence of ch posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature rwlL, t Signature
_ in
WNER or AGENT C I N\h1CCZTOR
The foregoing instrument was acknowledged beforemethis The foregoing instrument was acknowledged before me this
qday of Qs-« 20 y , by ��day of r 20 ( V by
Loda n QUL S ( who is personally known to �Jjr J-4 rKP (fi YVA. ,who is personally known to
me or who has produced as me or who has produced as
identification and who did take oath. identification and who di n oath.
NOTARY PUBLIC• NOTA PU C:
s
Lgn. ef S n-
0 Print:
C;�4
Seal: .: .; MY COMMISSION#FF 98617 •: MYCOMMISSION# !'98617
EXPIRES:June 26 2018 Seal: EXPIRES:June 26,2018
Bonded Thru Notary Public Underwriters 4P Bonded Thru Notary Public Underwriters
W
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
MJ • �t
TOP SEAL SERVICES, CORP
CCC1330119
598 NW 54 ST 1110116
MIAMI, FL 33127
TEL (305)986-3270
FAX(305)754-7844
THIS PROPOSAL FOR WORK is prepared by Top Seal Services. 598 Nw 54 st,
Miami FI, 33127. For the exclusive consideration of JOSE FERREIRA. We
submit the following specifications for work to be performed at KURLANDSKI
RESIDENCE / 9301 N. BAYSHORE DR, MIAMI SHORES FL ; all materials
shall meet or exceed ASTM and UL standards. Work shall be performed in
accordance with manufacturer's specifications and the south Florida building
code (SFBC) as specified below:
NEW CONSTRUCTION TILE ROOF : MATCH EXISTING USING BORAL
13" FLAT CONCRETE TILE.(1,900 S.Q.F) AS PER PLANS DATED 9/4/15
PAGE A-1.5 AND A-3.1
1. Obtain appropriate building permit.
2. Attach 30# base sheet with ring shank nails and tin caps.
3. Set POLYGLASS TU MAX tile underlayment self adhered. .
4. Set BORAL 13" FLAT CONCRETE tile in a bed of polyfoam tile
adhesive.
5. Install Hip and Ridge tiles.
6. Obtain uplift test on completion of tile installation.
7. Install all metal eve drip,valley,wall flashing and lead plumbing
ventilation pipes.
8. Removal of all roofing related debris from property.
. . .... ......
...... . .. ......
.... .... .....
...... .. . .....
.. .. . .. ......
. . . . ....%
Excluded
1
Priced includes:
1. All labor, material and equipment necessary to perform proposed
scope of work.
2. Five years warranty for labor and material from Top Seal Services.
Based on the specifications above, the price for labor and materials
shall be SIX THOUSAND NINE HUNDRED dollars. ($6,900.00). Price
includes taxes, permit and inspections.
Payments shall be made on each building as follows:
1. 40% deposit , 40% dry in and balance on completion.
Terms and conditions:
1. Top Seal Services. will perform all work according to standard
practices within the Florida Construction Industry.
2. This Agreement covers only the work specified herein and does not
cover any additional repairs that may be found necessary after the
commencement of the work. Any alteration or deviation from the
specifications contained in this agreement, resulting in any cost not
anticipated herein, shall be deemed the financial responsibility of
the Owner and shall be charged in addition to the amount of this••.
. . .... ......
Agreement. •
3. Top Seal Roofing. carries, and will continue to carry,.ineuriance: ....:.
coverage as required by Florida law. NotwithstandingVA& ;....;
coverage, Top Seal roofing. shall not be held responsHr;for any...-
. .
circumstances beyond their control. 00.99• •. . .....
4. Top Seal Roofing. is not responsible for the condition bf any ' •.• ••••;•
:00:9: .. . . . .....
existing equipment or fixtures. •
..
5. Top Seal Roofing. will not commence work at the beginNng ofUAj*o
. . ......
day that the national weather service has declared 4091b crr greater•. •
change of rain. 00 0
6. Should a leak occur during the warranty period specified, due to
defective materials or workmanship provided Top Seal Roofing. and
2
such information is timely conveyed to Top Seal Roofing. in writing
by the Owner; Top Seal Roofing. agrees to repair or replace such
defective materials or workmanship without charge. Work done. Or
attempted, by others than by Top Seal Roofing. or their authorized
agents, fully negates this warranty and relives Top Seal Roofing. of
any further obligation of any kind whatsoever.
7. Warranty shall only honor when payment under this Agreement
and any related charges are paid in full. Warranty is
transferable.
8. This Agreement shall be considered void unless accepted within 60
days of the date stated above.
9. IN WITNESS WHEREOF, the parties execute this Agreement on the
dates stated below.
TOP SEAL SERVICES: OWN
SIGNATURE SI TORE
�I,La '^ 0. G Y✓ei Y6
PRINTED NAME/DATE PRINTED NAME/DATE K
• • .... 0000•0
.. . .. . •
• . 0
...•.. . •• 666••
•
0.6••0
....
.6.66.... . •
.
• 6 • •
0000 0.0• ••0••
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•00.0• •• • •0.0•
• • • • •
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060••• • •
• • • • •00.0•
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• • • •00001
• • •
3
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition(2014)
9
FBY: )
High-Velocity Hurricane Zone Uniform Permit Application For 2 2016Section A(General Information 1
+ it No. — � � )
— � Process No. !!
ontractor's Name -- ` ces 1
1
Job Address `1 S 6" �j� `tom✓ - VOL 1
1
ROOF CATEGORY !
❑ Low Slope ❑ Mechanical! Fastened Tile 1
Y � Mortar/Adhesive Set Tiles !
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1
❑ Prescriptive BUR-RAS 150 1
ROOF TYPE 1
xNew roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering !
ROOF SYSTEM INFORMATION4
r� 1
Low Slope Roof Area(SF) Steep Sloped Roof AREA(SSF)A t1�Total(SF)jj
1
1
Section B(Roof Plan) !
Sketch Roof Plan: Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimen-
sions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets.
1
!
!
1
Q !
U
1
� 10
> ❑ '` 1
a; 1
M 1
r !
TVs
�— 2! !
Li Lu 1- 01 v !
LU
❑ I— z !
0
�. < 1
Q IV m W W
1
• •• • • • • • • • •
FLORIDA BUILDING CODE--BUILDING,51th EDITION(2014) • • • • • • • • 15.37
Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED);accessed by El ur Mack on Jun 8,!015;0:32!12 RM ursuant to Uccnse
Agreement.No further reproductions authorized. • •• •• 0.0
• • •• •Q
••• • • • ••• • •
r
w - 1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
r
Florida Building Code 5th Edition(2014)
High-Velocity Hurricane Zone Uniform Permit Application Form 1
1
Section D(Steep Sloped Roof System) 1
Roof System Manufacturer.
Notice of Acceptance Number.
Minimum Design Wind Pressures,If Ap licable(From RA , 7 o Calculations): 1
P1: P1: . P1: 1
1
1
1
Deck Type: (_L9 !
1
Type Undedayment: 1
Rog;Slope: 1
12 !
Insulation:
1
Fire Barrier: 1
Ridge Ve ' tion? Fastener Type&Spacing:
Tt
Adhesive Type: J-1 �1k�[)�'� S
1
Type Cap Sheet: � � Y 1
Mean Roof Height: Roof Covering: C C
1
Type&Size Drip
Edge: 1
1
1
.. ... . . . . . ..
.. . . . . .
. .. . . . . ... .
.. ... .. . . . ..
. ... ... . ... .
.. .. .. .. . . . . . . .
e *00 . . 000
... . .
FLORIDA BUILDING CODE—BUILDING,5th EDITION(2014) • • • • • • • • 15.39
Copyright to,or licensed by,ICC(ALL RIGHTS RESERVED),accessed by Eli•zer Palacio ON Jus SAW!03242 RM tarsuant to License
Agreement.No further reproductions authorized • •• •• • • • •• •Y
••• • • • ••• • •
�- r
RQOF ASSEMBrLIES AND ROOFTOP STRUCTURES
s
Florida Building Code 5th Edition(2014)
t
1 High-Velocity Hurricane Zone Uniform Permit Application Form.
1
1
1 Section E(Tile Calculations)
1 For Moment based the systems,choose either Method 1 or 2. Compare the values for Mr with the values from M,. If the M,values
are greater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable.
1
1 Method 1 "Moment Based Tile Calculations Per RAS 127"
1 (P15l•1 x x-'Zoo= ' Mg:`19-1=M,, ,n> Product Approval M, 3
1 (P2 6P, XX eLE0 = Mg-'J11=M
Product Approval M, 5 � -
1 (P3: .7xX e'lGt _ .1 -Mg:*M, =M,, p'�Product Approval M,57-
_'3
'__
1
1 Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(M)From Table Below Product Approval M,
1
M,required Moment Resistance`
Mean Roof Height
1 Roof Slope 15' 20' 25' 30' 40'
1 2:12 34.4 36.5 38.2 39.7 42.2
1 3:12 32.2 34.4 36.0 37.4 39.8
1 4:12 30.4 32.2 33.8 35.1 37.3
1 5:12 28.4 30.1 31.6 32.8 34.9
1 6:12 26.4 28.0 29.4 30.5 32.4
1 7:12 24.4 25.9E 27.1 28.2 30.0
1 'Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and
1 Appeals.
For Uplift based the systems use Method 3.Compared the values for F with the values for Fr. If the F'values are greater than or
1 equal to the Fr values,for each area of the roof,then the the attachment method is acceptable.
1
1 Method 3"Uplift Based Tile Calculations Per RAS 127"
(P1: x L = X w:_ )-W: x cos 8 =F,, Product Approval F'
1 (P2: x L = x w:_ )-W: x cos A =F2 Product Approval F'
1 (P3: x L = x w:=-)-W: x cos E)_=Fr Product Approval F'
1
1 Where to Obtain Information
1 Description Symbol Where to find
1 Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre-
pared by PE based on ASCE 7
Mean Roof Height H Job Site
1 Roof Slope 0 Job Site
1 Aerodynamic Multiplier X Product Approval
1 Restoring Moment due to Gravity M9 Product Approval
1 Attachment Resistance Mf Product Approval
1 Required Moment Resistance M Calculated •• ••• • • •
1 Minimum Attachment Resistance --------V_ 9 a"
F' Product Approval •• ••• •
1 Required Uplift Resistance Fr Calculated '• '•• ••• •
1 Average Tile Weight W Product Approval
1 Tile Dimensions L =length W=width IProduct App?Qvat;'
1 All calculations must be submitted to the building official at the time of permit application.•• • •
15.40 ••• • • • • ••• • •
FLORIDA BUILDING CpDEt:--Bt l-&4j,51$EiTIOW6014)
Copyright to,or licensed by.ICC(ALL RIGHTS RESERVED);accessed by Eli*er Placis od7urn,2olS IS1:32:;L rsuant to License
Agreement.No further reproductions authorized. • •• •• • •
••• • • • 000 0 0
t
M® MIAMI-DADE COUNTY
r
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.miamidade.eov/sera
Boral Roofing LLC.
7575 Irvine Center Drive,Suite 100
Irvine,CA.92618
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: Saxony(Shake,Slate,Split Shake)Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and following
statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the Vam?&rrtgrer oj-ils Oijtribwors and
shall be available for inspection at the job site at the request of the Building Official. .: .': : : :.: '.
.
... ... .. . . . ..
This renews NOA# 12-0308.25 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera. „
..
MIAMFDADE COU ..' ;' •.• •,•40A„11To!%M-0904.12
Expiration Date: 12/16/17
Approval Date: 12/06/12
Page 1 of 8
. . . . . . . . . .
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... . . . ... . .
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This renews and revises a system using Saxony (Shake, Slate and Split Shake) Concrete Roof Tile, as
manufactured Boral Roofing LLC in Lake Wales, 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
Monier Lifetile LLC 1= 16'/s" TAS 112 Flat, interlocking,high pressure extruded concrete
Saxony(Shake, Slate and w= 12-3/8" roof tile equipped with two nail holes. For direct
Split Shake)Tile .6"thick deck or battened nail-on,mortar or adhesive set
applications.
Trim Pieces 1=varies TAS 112 Accessory trim,concrete roof pieces for use at hips,
w=varies rakes,ridges and valley terminations.
varying thickness Manufactured for each tile profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales,FL.
2.2 EVIDENCE SUBMITTED:
Test Aaency Test Identifier Test Name/Report Date
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102&PA 102(A)
The Center for Applied 94-084 Static Uplift Testing May 1994
Engineering,Inc. PA 101 (Mortar Set)
The Center for Applied 94-060A Static Uplift Testing March, 1994
Engineering,Inc. PA 101 (Adhesive Set)
The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995
Engineering,Inc. PA 102
(2 Quik-Drive Screws,Direct Deck)
The Center for Applied 25-7183-5 Static URlig.jestirjg „teb. 1995
Engineering,Inc. pA 102; '
(2 Quik-Drive-Screws l;at;errs)-•: ••
The Center for Applied 25-7214-1 Static Uplift Testirig • . • *March, 1995
Engineering,Inc. PA 102
. .:.. .. .
(1 Quik-Dr v.jSc.rr.ew,Dr�ecr15;ck).
• 46,k Nor: 1-2-0904.12
CMIAMDAD;couNTY •• Expiration Date: 12/16/17
Approval Date: 12/06/12
' Page 2of8
. . . . . . . . . .
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... . . . ... . .
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report Date
The Center for Applied 25-7214-5 Static Uplift Testing March, 1995
Engineering,Inc. PA 102
(1 Quik-Drive Screw,Battens)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix H PA 108 (Nail-On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108 (Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108(Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering,Inc. Test#MDC-77 PA 100
Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998
Service 520111-4 PA 101
Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999
Service PA 101
Walker Engineering, Inc. Calculations Aerodynamic Multiplier June 2007
Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations 25-7584 December 1996
25-7804b-8
25-7804-4&5
25-7848-6
Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999
Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity June 2007
Nutting Engineering 129 TAS-I 12 Jan.2007
3. LIIVIITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications maybe installed perpex3icu1a3,to tfe+ro®fel4�paunless stated
otherwise by the underlayment material manufacturers published literatwre!: : : : :•: •
00 see 00
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
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MIAMPDADE COUNTY • :• • • • • 46,;oioi li-0904.12
F...1 1 Expiration Date: 12/16/17
Approval Date: 12/06/12
•:• : •;" :Page 3 of 8
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t �
4. INSTALLATION
4.1 Saxony (Shake, Slate and Split Shake) Concrete Roof Tile and its components shall be installed in strict
compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight(W) and Dimensions (I x w )
Tile Profile Weight-W(Ibf) Length-1 (ft) Width-w(ft)
Saxony (Shake, Slate and Split 11.8 1.375 1.02
Shake) Tile
Table 2: Aerodynamic Multipliers -X(ft)
Tile X(ft ) ;L(ft)
Profile Batten Application Direct Deck Application
Saxon Shake, Slate and Split Shake Tile 0.185 0.200
Table 3: Restoring Moments due to Gravity - M9 (ft-lbf)
Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7':12" or
Profile greater
Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
(Shake, Deck Deck Deck Deck Deck Deck
Slate and 6.63 7.14 6.56 7.07 6.47 6.97 6.34 6.83 6.18 6.66 6.02 6.48
Split
Shake)
Tile
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• s o• *s o 1tii ;;Ne.�42-0904.12
MIAMMADE COUNTY Expiration Date: 12/16/17
Approval Date: 12/06/12
•;• Page 4 of 8
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Table 4: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Nail-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15132" plywood) (min. 19/32"
plywood)
Saxony (Shake, 2-10d Ring Shank Nails 30.9 38.1 17.2
Slate and Split 1-10d Smooth or Screw 7.3 9.8 4.9
Shake) Tile Shank Nail
2-10d Smooth or Screw 14.0 18.8 7.4
Shank Nails
1 #8 Screw 30.8 30.8 18.2
2#8 Screw 51.7 51.7 24.4
1-10d Smooth or Screw 24.3 24.3 24.2
Shank Nail Field Clip)
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)
Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf)
for Two Patty Adhesive Set Systems
Tile Profile Tile Application Minimum Attachment
Resistance
Saxon Shake, Slate and Split Shake Tile Adhesive 31.3
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 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Single Patty Adhesive Set Systems
Tile Profile Tile Application Minimum Attachment
Resistance
Saxony (Shake, Slate 31VI2-Component Foam Roof Tile Adhesive AH-160 118.9
and Split Shake) Tile 3M 2-Component Foam Roof Tile Adhesive AH-160 40.4
3 Large paddy placement of 45 grams
4 Medium paddy placement of 24 grams
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IAMFDu4DE couNTY �• •• • • • �6Zio.i ji0904.12
M
•• Expiration Date: 12/16/17
Approval Date: 12/06/12
•;• :'age 5 of 8
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Table 8: Attachment Resistance Expressed as a Moment- Mf(ft-lbf)
for Mortar or Adhesive Set Systems
Tile Tile Attachment
Profile Application Resistance
Saxon Shake, Slate and Split Shake Tile Mortar Set 43.9
5 Tile-Tite Roof Tile Mortar.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following
statement: "Miami-Dade County Product Control Approved".
Or BORAL-LIFETILE
BORAL ROOFING LLC,SAxoNY TILE(LAKE WALES FL)
LOCATED UNDERNEATH TILE
6. BUILDING PERNIIT REQummm TS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
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•• • • • • • • • • •
MAMFDADECOUNTY ..' :' `•' '.' N04•Nb,;'12-0904.12
• , Expiration Date: 12/16/17
••Y • Approval Date: 12/06/12
.. • Page 6 of 8
••• • • • ••• • •
PROFILE DRAWINGS
NAIL,HOLES •
13/16"(slate
16116 W(steak
L�
7
G,
17" OVERLAY
4,
,,. 12 3/8"
WATERLOCK
SAXONY CONCRETE ROOF TILE(SLATE MODEL)
db
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SAXONY CONCRETE ROOF TILE(SPLIT Sff4V MODEL): •: •
:.
WA-A.:42-0904.12
MAWDaoe COUNTY expiration Date: 12/16/17
Approval Date: 12/06/12
••• ••• Pa e7of8
g
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SAXONY CONCRETE ROOF TILE(SHAKE MODEL
END OF THIS ACCEPTANCE
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MIAMMUADECOUNTY ��: :�• NdA.No�:12-0904.12
(Expiration Date: 12/16/17
Approval Date: 12/06/12
... ••• Page 8 of 8
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MiAM MIAMI-DADE COUNTY
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 a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
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This NOA revises NOA 13-0502.02 and consists of pages 1 through 11. • • •
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The submitted documentation was reviewed by Alex Tigera. •
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•�; .NdA No.;14-0805.01
MIAMFDADE COUNTY • •• • • • • • •
•, TKxpira�ion]bate: 05/10/17
Approval Date: 09/04/14
•r ••• Page 1 of 11
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ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as
described in this Notice of Acceptance.For the locations where the design pressure requirements, as determined by
applicable building code,do 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 tile systems using 2-Component
Foam Roof Tile Adhesive AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2-Component N/A TAS 101 Two component polyurethane foam adhesive
Foam Roof Tile Adhesive
AH-160
Foam Dispenser N/A Dispensing Equipment
RTF1000
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 attachment
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 Test Results
Density ASTM D 1622 1.6 lbs./ft.'
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40'F.,2 weeks
+6.0%Volume Change @158°F., 100%Humidity,2
weeks •• •'' go.
Closed Cell Content ASTM D 2856 86% '. .: :•: •
• • . 00• • . •
Note: The physical properties listed above are presented as typical average values as detemined by
accepted ASTM test methods and are subject to normal manufacturing variation.
. or ••• . •.• .
MIAMFDADE COUNTY '. . go : : .NOA r4o.;14-0805.01
•. T�xpiralion bete: 05/10/17
Approval Date: 09/04/14
0 • 0 Page 2of11
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EVIDENCE SUBMITTED:
Test Aeencv Test Identifier Test Name/Reno rt Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-IPA 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
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:
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3M'm 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of 3W 2-Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
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000
MIAMI•QADE COUNTY ••i : • •• : : YNOA No.i 14-0805.01
• ••• ;• 'Y' •f fpiration Ante: 05/10/17
Approval Date: 09/04/14
Page 3 of 11
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L
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 attachment 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 to meet or exceed the resistance value 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.
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•• •• •• kOA No.: 14-0805.01
CMLAMDADE COUNTY • •• • • • • • •.•
•• •�xptration Date: 05/10/17
Approval Date: 09/04/14
.•• •••
Page 4of11
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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 All Eave Course 17-23 sq.inches 45-65
Profiles
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 approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved"or the Miami-
Dade County Product Control Seal as shown below.
MIAMFDADE COUNTY
•
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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•.: .• .• :40A No.: 14-0805.01
MAWDADE COUNTY • •• • • • • • •
xpia •
•• Eration Date: 05/10/17
Approval Date:09/04/14
••• •••
Page 5of11
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Y Y
ADHESIVE PLACEMENT DETAIL# 1
;=
piastk cant Rsddy iBtmaathTt�N FlaVLow Profile Tile
irssd+
OVA**"" 01. 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
1oir. � �, ` '`�ti` of the tile being set.
eattmOPO" ° ~
EavefAm a 2. Continue in same manner.Insure approximately 17
° (109.7 cm2)—23 (148.4 cm2)square inch adhesive
• contact with the underside of the tile.
10 Pn sett•
z
Err•Ciasur•
Nallthrevopbs*cement Medium Profile/ Double Pan Tile
Wien rewirtmo
�+.aaytte�,• Tai.i 1. Starting at the eave course,apply a minimum 2"
eM�$tet•yaw.tt �^ ""' (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
tah..ar
2ltiwib• ..
'ate optlo�.I "� 2. Continue in same manner.Insure approximately 17
(109.7 cm2)—23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
lei
EavrGasure
Sana taurse �--Fasda
Na ttwouo pid,"It ia.a..chrii.► High Profile/Single Pan Tile
(when rwiu hvtlt ftddV
1. Starting at the eave course,apply a minimum 2"
• (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
Win.% under the pan portion of the tile closest to the
21n.vM9 overlock of the tile being set.
ti
Batt"$ . 2. Continue in same manner.Insure approximately 17
°paO1at' (109.7 cm2)-23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
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Eaw Caurt� .. Fasda • • • • • • • • •
yeph„k •• ••• •
la ins in.
dosare •• ••• •• • • • ••
brlp•d9a
•• •' WA No.: 14-0805.01
MIAMI•DADE COUNTY ° •• • • • • • •xptr••
•• •� ation Date: 05/10/17
t Approval Date:09/04/14
••• • •••
Page 6of11
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ADHESIVE PLACEMENT DETAIL#2
pinto.".,% ►addpll"a+MTNo Flat/Low Profile Tile
twfae.►regvind#
vadoy o • 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 overlock of
71n6. `�.`� '�•�`�, the tile being set.Insure approximately 17(109.7 cm2)
Bartans,,final —23 (148.4 cm)square inch adhesive contact with the
Eawrx•[ou
underside of the tile.
• • 2. At the second course,apply a minimum 2"(50.8mm)
Fazda x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
\` underlayment positioned as shown under the
Em tioastrengthening rib closest to the overlock of the tile
urs ��,
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2)- 12(77.4 cm2)square inch adhesive
contact with the underside of the tile.
Wlthrough pbssycament Medium Profile/Double Pan Tile
twhen re"ircd►
f�Paddyl�n•athTlly 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 cm)—
'M\''h- 2In 23 (148.4 cm)square inch adhesive contact with the
underside of the tile.
Ganem opRionat
�. 2. At the second course,apply a minimum 2"(50.8mm)
11DIn. Rh' x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
c&+u underlayment positioned as shown under the pan
EisvCoo n• portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2)- 14(90.3 cm2)square inch adhesive
contact with the underside of the tile.
(Instructio4%goutivued or&ngxtggge)
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•• •• .• &OA No.: 14-0805.01
MIAWDADE COUNTY • •• • • • • • •
•• •)�xpFr•.•ation Date: 05/10/17
r Approval Date:09/04/14
••• •••
Page 7of11
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ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
++ thraoyh + �• �ia�••hY�}� High Profile/Single Pan Tile
fwh*ft r.gWmd)
undr•ttyMdwnt . 1. Starting at the eave course,apply a minimum 2"(50.8
• t 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
" the being set.Insure approximately 17(109.7 cm2)—
�""' 23 (148.4 cm2)square inch adhesive contact with the
MIS Optimal underside of the tile.
a �
2. At the second course,apply a minimum 2"(50.8mm)
Ex"Ce `" ,,t;,, x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
W"006 underlayment positioned as shown under the pan
lain. 2r,. Eawd"We portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner.Insure approximately 17"
(109.7 cm)- 19(122.6 cm)square inch adhesive
contact with the underside of the tile.
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•: .' NOA No.: 14-0805.01
MALMMADE COUNTY • •• • • • • • • •
•• •UPI-•ration Date: 05/10/17
Approval Date: 09/04/14
Page 8 of 11
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ADHESIVE PLACEMENT DETAIL#3
dvouglndc cement Paddp(between tai
twhm 1. On the eave course only,apply a minimum 2" (50.8
tsaccensopdacnt • mm)x 10" (254 mm)x 1"(25.4 mm)foam paddy
° tunder t0e) 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
4x4i& to the Overlock of the tile being set.Leave
approximately 4"(10 1.6 mm)up from the eave
san9teWdy ,� `''� edge free of foam to prevent the expanded adhesive
oeUmadledd 2 4kL `w from blocking the weep holes. Insure
•C approximately 17-23 int(109.7-148.4 cm2)of
10 in adhesive contact with the underside of the tile
2
FAWchm.e 2. Apply a 4"(101.6 mm)x 4"(101.6 mm)x 1"(25.4
WMMMMJ mm)foam paddy onto the underlayment just below
FiaMowProfile Tile the second course line positioned foam paddy
under the strengthening rib for flat tile,or under the
RMd"u0pendcmuent g"glepa&l►"r'dertle pan portion of the tile,closest to the underlock for
iwben requireM Patbetween Dies) the second course tile to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2)of adhesive
eattem vatur+aattaei contact with the underside of the tile.
ShNfie
an top C (Instructions continued on next page)
(�' 4 X 4 in, z t in'`'r.�
nndeAaRon
10tH 26L
rare Closure
Eave Course Fascia
Medium ProAleTilo
•• ••• •• • • • ••
• ••• ••• • ••• •
•• •• •• kOA No.: 14-0805.01
MIAMI•DADE COUNTY • •• • • • • ••txpr•.v•
• •• ation Date: 05/10/17
Approval Date: 09/04/14
.•• •••
Page 9of11
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ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
tlafl throw plastic Single ft pa under tfle
Crrhenrewked) (bet3. Also apply a 2"(50.8 mm)x 4"(101.6 mm)x 3/a"
"""' � (19 mm)paddy on top of the eave course tile
eaaen surface as shown, on top of the strengthening rib
apdor„i PaddYlundertife)
✓ 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
4=411f. 9(58.1 cm)- 11 (71 cm)square inch adhesive
`in* 2:4 •L�`'� contact with the underside of the the at the overlap
an and 7(45.2 cm)-9(58.1 cm)square inch
utwpidle adhesive contact with the underside of the the at
the head of the tile. Continue in same manner.
Eawe t
KIM da
Weephole
10rn. 2in. Earedosure
edge
High Pmflk Til!
• ••• ••• • ••• •
••: : • •• • •• : ;TOA No.: 14-0805.01
MAMMADECOUNTY • '• • • • • . • •
r •• • • •Expiration Date: 05/10/17
Approval Date: 09/04/14
..• •.. Page 10 of 11
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ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
1. Starting at the eave course,apply a minimum 2"
7)Place enough adhesive to achieve 65 to 70 sq.in. Steep applications /
In cornett with the pan tits. (when roqu required) (50.8 mm)x 10"(254 mm)x 1"l25.4 mm)foam
2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned as
to I in.from outside edge of cover tile. shown under two adjacent pan tiles. Support eave
Then install the tile.Ensure 20 to
25sq.In.contact area. "")° tiles from rocking until adhesive has a chance to
Underlayment � cure•
a e
- e 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
Sheathing of the pan tile.
Eave closure
(motor shown) 3. Turn covers upside down exposing the underside
Weephole Fascia Board of the tile. Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile.Leave
pan tiles.Ensure save end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile 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.
5. When additional nailing is required,2"(50.8
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized, stainless steel,or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
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eee eee . eee e
a•: : • •• : : • •• : iOA No.: 14-0805.01
CMILAAMMADE COUNTY • •• • • • • • • • •
...� t •• • • • •Exp?ration Date: 05/10/17
Approval Date: 09/04/14
Page 11 of 11
e e e e
e e e e e
Y 1.
MIAMHNWE
MIAMI-DADE COUNTY
I i) 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.miamidade.gov/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 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: 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 been no change
in the applicable building code negatively affecting the performance of this product.
TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
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This revises NOA#12-0713.02 and consists of pages 1 through 9. 00 .. . . . . ... .
The submitted documentation was reviewed by Alex Tigera. '
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AOA;4; .: 10717.08
Mu MMADE COUNTY Expiration Date: 09/13/16
••• 1lppra"l Pater. 01/22/15
,Poge 1 of 9
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ROOFING COMPONENT APPROVAL
Cateeorv• Roofing
Sub-Cateeory: Underlayment
Material: SBS ,APP Self-Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick MTS Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 6518"x 3'33/8" membrane, glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile, slate
tiles and shingle underlayment.
Polystick MTS Plus Roll: TAS 103 A homogeneous,rubberized asphalt waterproofing
Manufacturing Location 65'8"x 3'3 3/8" membrane, glass fiber reinforced with polyolefinic
#2 60 mils thick film on the upper surface for use as an
underlayment for metal roofing,roof tile,slate
tiles and shingle underlayment.
Polystick IR-Xe Roll: ASTM D 1970 A fine granular/sand top surface self-adhering,
Manufacturing Location 65' x 3'33/8" APP polymer modified,fiberglass reinforced,
#1  Or 65' x 3' bituminous sheet material for use as an
60 mils thick underlayment in sloped roof assemblies.
Designed as an ice&rain shield.
Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self-adhering, glass-
(Surface Printing) 65' x 3'33/8" D 1970 fiber/polyester reinforced waterproofing
Manufacturing Location 80 mils thick membrane.Designed as a metal roofing and roof
#1  tile underlayment.
Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane,
Manufacturing Location 32'l 0"x 3'33/8" D 1970 glass-fiber/polyester reinforced,with a granular
#2 130 mils thick surface designed for use as a tile roof
underlayment.
Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3933/8" D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane.Designed as a metal roofing and roof
tile underlayment.
Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,glass-
Manufacturing Location 61' x 3133/8" D 1970 fiber/polyest0ftelf1 fot'te It whte�rdofihk
#2 60 mils thick membrane. b esigned4as a;nota•4oting and roof
tile underlayment•• •• • • ••
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•• �OA lgo.: 14-0717.08
CLAM"
ADB COUNTYExpiration Date: 09/13/16
•:• : : :` pnvat Date: 01/22/15
• :•: : : . 'age 2 of 9
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, M
PRODUCTS DESCRIPTION:
Test Product
Product Dimensions Specification Description
Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self-adhering,polyester
Manufacturing Location 65'8"x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as
#2 60 mils thick a a roof tile underlayment.
Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen
32' 10"x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded
back face and a granule top surface. For use in
roof tile underlayment systems.
MANUFACTURING PLANTS:
1.Hazelton, PA
2.Winter Haven, FL
EVIDENCE SUBMITTED:
Test Aeency Test Identifier Test Name/Report Date
Trinity)ERD 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
P37590.07.13-1 ASTM D6164 07/02/13
P45270.05.14 TAS 103,TAS 110&ASTM 05/12/14
D1623
P46520.10.14 ASTM D1623 10/03/14
P44360.10.14 TAS 103 &TAS 110 10/07/14
P43290.10.14 ASTM D 1970&TAS 110 10/17/14
PRI Asphalt Technologies PUSA-035-02-01 TAS 103 09/29/06
PUSA-055-02-02 TAS 103 12/10/07
PUSA-089-02-01 TAS 103/ASTM D4798&G155 07/06/09
Momentum Technologies,Inc. JX201-17A TAS 103/ASTM D4798&G155 04/01/08
RX14E8A TAS 103/ASTM D4798&G155 11/09/09
DX231)8B TAS 103/ASTM D4798A G155 .02/18/10
DX23D8A TAS 103/ASTM 114798 GIS5: :01/18/10
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. .. Soo . . 000 000
• NOA No.: 14-0717.08
MAMMADE COUNTY
Expiration Date: 09/13/16
•;• :kF1pAO1 Date: 01/22/15
.Page 3 of 9
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INSTALLATION PROCEDURES:
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(1) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/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: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(2) Anchor sheet mechanically fastened to deck,membrane adhered
Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 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: Elastoflex S6 G,hot asphalt applied.
Surfacing: See General Limitations Below.
Deck Type 1: Wood,non-insulated
Deck Description: Min. 19/32"plywood or wood plank
System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered.
Anchor/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)
Ply Sheet: Polystick MTS Plus, self-adhered with minimum 3"horizontal laps and minimum 6"vertical
(Optional) laps.
Membrane: Polystick TU Plus, self-adhered.
Surfacing: See General Limitations Below.
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....
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• � *0 .NOA o.: 4-0717.08
QWARMHaoe counnr N. .1.
Expiration Date: 09/13/16
•;• ;ACpPt3ftl Datt: 01/22/15
• "' ' Page 4 of 9
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INSTALLATION REQUIREMENTS:
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-'/2"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.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. Polystick MTS,Polystick MTS Plus, Polystick TU Plus,Polystick Tile Pro and Polystick 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 TU P may be used in all the previous assemblies listed except metal roofing.
Polystick 1R-Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems.
Polystick TU Max may be used in non-structural metal roofing and roof tile systems. Elastoflex S6 G 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(davs)
MTS IR-Xe Elastoflex TU Plus TU P Tile Pro Dual Pro TU Max MTS Plus
S6 G
Winter Haven, 180 90 180 180 180 180 • lam. .90. . .. 180
FL. . . . . .
Hazelton,PA. N/A 90 N/A 180 N/A N/A '.N/A: Ar •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. ••• ••• 00: •
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•• � NOA No.: 14-0717.08
MIAMFDADE COUNTY
Expiration Date: 09/13/16
•;• pfp►'4%l%)ate: 01/22/15
.Page 5 of 9
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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 Plus,Polystick Tile Pro,Polystick TU Max or Elastoflex S6
G may be used in both adhesive set and mechanically fastened roof tile applications.Polystick Dual Pro is
limited to mechanically fastened roof tile applications.Polystick MTS and Polystick MTS Plus are limited to
mechanically fastened with the limitations outlined in Section 9.Polystick TU P may be used in mechanically
fastened roof tile applications with the exception of mortar set tile applications.
9a. 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 Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS
TU P,Tile Pro, Max Plus,
Dual Pro
Flat Tile Prohibited 4:12 No limitation No limitation 5:12
without battens
Profiled Tile Prohibited 4:12 No limitation No limitation 4:12
without battens
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are
required for both loading and installation of tiles at all times.
'The following limitations shall be apply when using Polystick MTS Plus:
• Slopes up to those shown in the table above will require stagging of tiles—two tiles laid perpendicular to
slope followed by a maximum four tile stack parallel to the slope,for a total of 6 tiles. (See Figure 1
below)
• Battens shall be used for stagging of lugged tiles above 4:12
• Battens shall be used for stagging of flat tiles above 5:12
Slope
IDF.
'r. r
J
Figure 1: Stagging Method
9b. There shall be no roof slope limitation for the Polystick MTS Plus/Polystick TU Plus two-ply underlayment
system when a applied using the stagging method outlined above.
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•• NOA No.: 14-0717.08
MIAM4DADE COUNTY
�gg...syjaj Expiration Date: 09/13/16
•;• :k4pf$%13)ate: 01/22/15
.Page 6 of 9
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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.
Roofing Tiles
(6 Max Per Stack)
d a 12
CL 6 �
N
N
r
t0
iboi Deck prepared with
POLYSTICKTU Plus
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick MTS,Polystick MTS Plus,Polystick IR-Xe,Polystick TU Plus,
Polystick TU P,Polystick TU Max, Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G may be used with
any approved roof covering Notice of Acceptance listing Polystick MTS,Polystick MTS Plus, Polystick IR-Xe,
Polystick TU Plus,Polystick TU P,Polystick TU Max,Polystick Dual Pro,Polystick Tile Pro or Elastoflex S6 G
as a component part of an assembly in the Notice of Acceptance. If Polystick MTS,Polystick MTS Plus,
Polystick IR-Xe,Polystick TU Plus,Polystick TU P,Polystick TU Max, Polystick Dual Pro,Polystick Tile Pro
or Elastoflex S6 G are 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.
MIAWDADE COUNTY
.Fjurtsyjvjl
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the following:
1.This Notice of Acceptance.
2.Any other documents required by the Building Official or applicable building code in order to properly evaluate the
installation of this materials.
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NOA No.: 14-0717.08
MIAMFDADE COUNTY
...� , ••• Expiration Date: 09/13/16
provatpate: 01/22/15
. • page 7 of 9
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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,
XtraFlex 50 Premium Modified Wet/Dry 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 7712"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,XtraFlex 50 Premium Modified
Wet/Dry 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 parallel to or over the top of all laps of the patch.
10. All self-adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a
minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for
rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling.
11. All approved substrates should be dry,clean and properly prepared,before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request.It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami-Dade Notice of Acceptance(NOA)approval for Polystick membranes can be furnished
upon request by our Technical Services Department by calling 1 (800)894-4563.
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NOA No.: 140717.08
MIAMMADE COUNTY
" , ••• •Expiration Date: 9/13/16
• ApIP
roval bate:.01/22/15
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13. Questions in regards to the application of Polyglass products should be directed to our Technical Services
Department at 1 (800)894-4563.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by
the National Roofing Contractors Association(NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
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foe
NOA No.: 14-0717.08
MIAMM ADE COUNTY
...• � Expiration Date: 09/13/16
F-11 •;• ; : :A?p1Va9Dat& 01/22/15
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