RF-17-2863 Permit NO. RF-12-17-2863
RE Miami Miami Shores Village Permit Type:Roof
• � 10050 N.E.2nd Avenue NE PAftr�
Work Classification:Tile
Miami Shores,FL 33138-0000 Permit Status:APPROVED
Phone: (305)795-2204
FtoRrvA
Issueoate:121512017 Expiration: 06/0312018
Project Address Parcel Number Applicant
1160 NE 100 Street 1132050190410
Miami Shores, FL 33138-2602 Block: Lot: JAMES DANIEL WI LETS
Owner Information Address Phone Cell
JAMES DANIEL WILETS 1160 NE 100 Street (305)754-4322
MIAMI SHORES FL 33138-2602
Contractors) Phone Cell Phone Valuation: $ 25,200.00
T&S ROOFING SYSTEMS INC. 305/265-2654
_.. ._ y . _ Total Sq Feet: 3600
Type of Work:Re Roof Available Inspections:
Additional Info:RE-ROOF TILE Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
Bond Type-Contractors Bond $500.00
CCF Invoice# RF-12-17-65817
$15.60 12/05/2017 Credit Card $833.73 $50.00
DBPR Fee $4.88
DCA Fee $3.25 12/05/2017 Credit Card $50.00 $0.00
Education Surcharge $5.20 Bond#:3578
Permit Fee-New Roof $325.00
Scanning Fee $9.00
Technology Fee $20.80
Total: $883.73
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL PLU G,MECHANICAL,WINDOWS,DOORS, ROOFING and SWIMMING POOL work.
OWNEpAuthffrized\64grial
IT: e fy th t all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construing. F erm r , uthorize the above-named contractor to do the work stated.
December 05, 2017
re:Owner / pplicant / Contractor / Agent Date
BuiDep rtm n Copy
December 05,2017 1
Miami Shores, Village RECEIVEC
Building Department DEC 05 1017
10050 N.E.2nd Avenue, Miami Shores, Florida 33138.
Tel:(305)795=2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20N
BUILDING Master Permit No. KSI 2
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC _ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP
�L C CONTRACTOR DRAWINGS
JOB ADDRESS:
Cid: Miami Shores County: Miami Dade Zip: "
Folio/Parcel#: �� 1Ay 0'�– Q�1 I d Is the Building Historically Designated:Yes NO
r
Occupancy Type: Load: Construction Type: Flood Zone: BFE FIFE:
ppcc p DD i
OWNER:Name(Fee Simple Titleholder): Q % L Phone#:
Address: 11 O
City: d Stater Zip:
Tenant/Lessee Name: Phone#:
i Email:
CONTRACTOR:Company Name: Phone#:?0 t7
Address:
NW I2 s,
City: la _ State: —I l Zip:
Qualifier'Name: S Phone#:
State Certification or Registration#: CCC` I��G 3 Z Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State:' Zip:
Value of Work for this Permit:$ 06 Square/Linear Footage of Work: Z�" (.1/Q
A
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
I
Description of Work:
i
Specify color of color thru tile:
Submittal Fee$:�' Permit Fee$ CCF$ CO/CC$
j Scanning Fee$^ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ Q
TOTAL FEE NOW DUE$ G7 0"i
.
(Revised02/24/2014)
"
f'
Bonding Company's Name(if applicable)
Bonding Company's Address
. i
City State Zip
Mortgage Lender's Name(if applicable)
{ Mortgage tender's Address ,
City State Zip'
l a
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 I
1 construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, `4
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 i
i applicable laws regulating construction and zoning. +
"WARNING TO' OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY a
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY: IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
Notice to Applicant: As a condition to the issuance'of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a tion fee will be charged.
i ,
I
Signature'g Signature
OWrsacknowledged
GENT CONTRACTOR
Th egoing instrum nt before me this The foregoing instrument was acknowledged before me this
day of 20 � by day of 120 T-1 by
1n1 ho i personally known to 15 who is personally kn'ow'n to
, i
me or who has produced as me or who has produced as
identification ver q.did take anpqRt�iPEREz identification '
NOTARYPUB t: +��• Notary Public-State of Florida :*4°ass, DANIEL PEREZ
• = Commission.GG 44769 NOTARY PUB G'�.��. Notary Public-StateofFlorida
My mm,Exoires Nov 3,2020 Commission a GG 44169
Co y Co res Nov 3.2020
Sign: 1 Sign: f
Print: + Print: I / s
Seal: r Seal'
i
APPROVED BY J Plans Examiner Zoning
l
e Structural Review Clerk °
i s
(Revised02/24/2014) i
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3
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g�oR�'s�� .
Miami hores ilia e
owl 'Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
QWNERS'S AFFIDAVIT OF EXEMPTION
r
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SlTE-
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050:NE 2n1 Ave
Miami Shores, FI 33138
Re: Owner's Name: I �
Property Address:
Roofing Permit Number:
Dear,7u'lding Official
l GAS DGnt�I w �+S
certify that l am not required to retrofit the roof to wall connections of my
building because:
a-T ie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
i valorem taxation,
o The building was constru ted in compliance with the provisions of the Florida Building Code (FBC)or with the provisions
f of 1994 edition ou lorida Building Code(1994 SFBC)ature Print Name I
{ State of Florida
County of Dade
t The undersigned, being the first duly sworn, deposes and says that hlec
e is the owner for the above property mentioned.
r
Swain to and subscribed before me this day of
t ,
f Notary Public, Sate of Florida at Care
• When the just valuation of the structure for p rpose of ad valorem taxati s equal to or mor t an$300,000.00,and the building was not constructed with FBG nor a 1994
� 1
SFBC.Then you must provide a building application from a Genera!Contr for for the Roof Fall connection Hurricane Mitigation.
i
Revised on 5121{2009
s , l
x _
11/30/2017 Property Search Application-Miami-Dade County
RF1.CE,',UF THE ,"FF OPERTTAPPRAISER
Sumrriary Report
Generated On: 11/30/2017
Property Information
Folio: 11-3205-019-0410
1160 NE 100 ST
Property Address:
Miami Shores,FL 33138-2602 ' •
I JAMES DANIEL WILETS&LUIS
Owner
FONT 0N �+
~
Mailing Address 1160 NE 100 ST
t MIAMI SHORES,FL 33138-2602 y t:
PA Primary Zone. 1100 SGL FAMILY-2301-2500 SQ
Primary Land Use 0101 RESIDENTIAL-SINGLE ,#
FAMILY:1 UNIT
Beds/Baths I Half 3/2/0
Floors 1
t 3 y
Living Units 1
Actual Area 2,833 Sq".Ft "
Living Area 2,410 Sq.Ft
Adjusted Area 2,369 Sq.Ft Taxable Value Information
Lot Size 8,925 Sq.Ft 2017 2016 2015
Year Built 1942 County
Assessment Information Exemption Value 1 $50,000 $50,000 $50,000
Year, 2017 2016 2015 Taxable Value 1 $287,935 $280,985 $278,685
School Board
Land Value $321,020 $299,280 $272,468
Exemption Value 1 $25,000 $25,000 $25,000
Building Value $170,378 $171,752 $173,127
Taxable Value 1 $312,935 $305,985 $303,685
XF Value $18,372 $18,524 $13,187
City
Market Value $509,770 $489,556 $458,782 Exemption Value 1 $50,000 $50,000 $50,000
Assessed Value` $337,935 $330,985 $328,685 Taxable Value 1 $287,935 . $280,985 $278,685
Benefits Information Regional
Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000
Taxable-Value $287,935 $280,985 $278,685
Save Our Homes Assessment $171,835 $158,571 $130,097
Cap; Reduction
Sales Information
Homestead Exemption $25,000 $25,000 $25,000
Previous Sale Price OR Book-Page Qualification Description-
Second Homestead Exemption 1 $25,000 $25,000 $25,000
08/01/2000 $310,000 19251-3006 Sales which are qualified
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School
Board,City,Regional). 1 07/01/1996 $219,000 17291-3862 Sales which are qualified
Short Legal Description
MIAMI SHORES SEC 8 REV PB 43-67
LOT,5 BLK 178
LOT SIZE 75.000 X 119
OR 19251-3006 0800 1
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County.assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version:
t '
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I I
i
i
OR
ToilMiamiShoresVillage
Building Department
+, � 10050 N.E.2nd Avenue
fiLaRpg. Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNEPS'S ,AFFIDAVIT OF EXEMPTION
4 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:
10050 NE 2nd Ave
Miami Shores, A 33138
�y
Re: Owner's Name:—_T�1
k
Properly Address:- I 0b__' _5�r {-
Roofing Permit Number: P F- 12-19
Dear Building Oficial:
' I-L-u!i5_'� i certify that I am not required to retrofit the roof to wall connections of my
building because:
e-Tfiie just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00.Please attach proof of ad i
valorem taxation.
❑The building was constru ted in compliance with the provisions of the Florida Building Code(FBC)or with the provisions
of 1994 edition 91Ae ou lorida Building Code(1994 SFBC)
,� 'g ature Print Name
State of Florida x 4'gyp Jq E DIAZ
County of Dade
MY COMMISSION#GG035634
EXPIRES October 04,2020
The undersigned,being the first duly sworn,deposes and says that he/she is thevvrrhe above pro ntione .
Sworn to and subscribed before me this 'day of K�V cr�0 ,
Notary Public,Sate of Florida at Large
o When the Just valuat;on of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the bu?ding was not constructed with f BC nor a 1994
UK.Then you must provide a bu?.ding application from a General Contractor for the Roof to Walt connection Hurricane tifitigation.
Revised on WV2009
Section A/B
RECEIVED
r
v DEC 0 5 1017 � N.
MIAMI•DADE
® Miami-Dade County lectronic Roof-Permit�For
o
,p ,
"Delivering Excellence Every Day"
�,� • 1,Gp Shote ��
Section A(General Information) '10G,Gp
Master Permit No: Process No:
Contractor's Name: T AND S ROOFING ti0co CO�iA�� p�
Job Address: 11160 NE 100 ST
Roof Category
❑ Low Slope ❑ Mechanical) Fastened Tile ✓ tac ' esiv
Y Mortar/ Set Til
1S,
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other:
Roof Type '•'•�'
❑ New Roof 0 Re-Roofing ❑ Recovering " "
El ❑ Maintenance "•
...... . .. .
Are there Gas Vent Stacks located on the roof? El Yes ❑ No If yes,`what type? •®'Kletural•flrt!•'GX •
Roof System Information 00* •
• • • • • •
Low slope roof area (ft.2) 0 Steep Sloped area (ft.2) 3600 Total (ft.2) 360.0•
1 ".::.
••
•
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains*rnelude •
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. •
Perimeter Width (a'):= Corner Size(a' x a'): — — -- 1. -----
1,.,.1, �ffvt
1 �• 4"; r.� 3.s :4
I
b 0 6
J �
Y Tile Roof System
t
MIAMIDADE �
Miami-Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Fveiy Day"
Roof System Manufacturer: IBORAL-ROOFING LLC
Notice of Acceptance Number(NOA): 16-0711.05
Minimum Design Wind Pressures, If Applicable(from RAS 127 or Calculations):
P 1: 39.1 P 2: X68.1 P 3' 100.7
r
Maximum Design Wind Pressures,(From the NOA Specific system): 31.3 psf
Fill in the specific roof assembly components.If a component is not required, insert not applicable(n/a)in the text box.
Deck Type: --5/8" Plywood- - —– s
Optional Insulation: •• •• •
• �+ yi i �R1 yT, ' •
Optional Nailable Substrate: •••
'as1. --Ma. moi" " s. "':. +-ns ..._.__ _._... .. ... _._.. ... ... __....__ .. ._ .....___.. •
• • • • ••••••
3 Optional Nailable Substrate 4ttachmCV.
••• •
Roof Slope: "/12" .. ..• •••;
h
Roof Mean Height: 15 ft. Basesheet Type:
Method of Tile Attachment: 30 ASTM TYPE II
_..P
--Adhesive, 2 Small Paddy Polyfoam Polypro-a
---------- --- -- Fastener Type for Basesheet Attachment:
.Alternate Method of Tile Attachment per NOA: ' 1 1/4 RS NAILS 6" OC AND 12"FIELD
--- --- — -- - Tile Underlayment(Cap Sheet)Type:
aTILE SEAL
Drip Edge Size&Gauge: 3"face 24 g------------ -.---------�
Tile Underlayment Attachment Method:
Drip Edge Material Type: I--Galvinized Metal-- SELF ADHERED
.. s
Drip Edge Fastener Type: 11 1/4 RS NAILSTile Profile:
S_0NY 900
1
Hook Strip/Cleat gauge or weight: --_Select Hook Strip
1
I
Section F
MIAMI-®AEDE i Miami-Dade County 6-sVHZ Electronic Roor"Permit Form
t
Section E (Tile Calculations)
Method 'i "Moment Based Tile Calculations Per RAS'127"
For Moment based tile systems,use Method 1. Compare the values for Mr with the values from Mf.If the Mf values are
greater than or equal to the Mr values,for each area of the roof,then the tile attachment method is acceptable.
' P 1:E]x L315 = 12.31 -Mg: 7.62_ =Mr1: 14.69.. <_ X31.3 NOA Mf
P 2:Elx XL315 = 21.45 -Mg: 7.62 =Mr2: 13.83 < 31.3 NOA Mf
P 3: 1100.7_. x .315 = 131.72_1 _Mg: 7.62 .. =Mr3: 24.10 < 31.3 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 greawi Map or eq*l!b tr8 Fr values,for•
each area of the roof,then the the attachment method is acceptable. •••••• • •
I
P1:I x l: _- - �. X w: -i.__._� -W: I�_ X cos 6: -Fri: .••. 5 • �Nr7A F'
- ---= ••••••
P2:� X1: Xw:�=� _W;�=� Xcos6:=Fr2: 1_��.:�•S �.. NOA F' ••••i•
a x cos 6: =Fra: •
_ '� < NOAF' 0....0
Where to Obtain Information to complete the calculations
Where to Find ,.
Description Symbol
Table 1 RAS 127,or by an engineer analysis prepared,signed and sealed by a professional
Design Pressure P1 or P2 or P3 engineer based on ASCE 7. i
111
Mean Roof Height H Job Site
I 1
�i Job Site
Roof Slope
Aerodynamic Multiplier Product Approval(NOA)
f
Product Approval(NOA)
Restoring Moment due to Gravity it Mg —�'
� Product Approval(NOA)
Attachment Resistance MfI —
Mr
Calculated
Required Moment Resistance m � --
j Product Approval(NOA)
Minimum Attachment Resistance i F'�
II Required Uplift Resistance Fr it a _ Calculated
Pct Approval(NOA) I i
Average Tile Weight I W rodu --
�I 1,
z dam_
I length I Product Approval(NOA)
�I Tile Dimensions 'I w=width ._ _ --- - - �mT-- -- --
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6'91,41`+�I P
MIAMI-DADE COUNTY
�--@ 1``.�,. P,RODUCT'CONTROL SECTION
�.t 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
www miamidade gov/economy
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing,LLC
7575 Irvine Center Drive,Suite 100
Irvine,CA 92615
SCOPE: use construction
This NOA is being issued under the applicable rules and regulations god County e RER f Product ControltSect on t The
be
documentation submitted has been reviewed and accepted by Miami Da tY
s where allowed by the Authority Having Jurisdiction(AHJ). I
used in Miami-Dade County and other area
on date stated below.The Miami=Dade County Product Conr;'ro1$:Qtion
This NOA shall not be valid after the expirati •• •*
in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the 4ghtto ha:ethic •.
product or material tested for quality assurance purposes.If this product or material fails to pexf�Yul in the;ae�epted •••• •
manner,
the manufacturer will incur the expense of such testing and the AHJ may immediatelyalce,modify,or •
suspend the use of such product or material within duct Control Section that this p'ducttor ma eriftl fa11he 4s to ke me�K ance......•••••
if it is determined by Miami-Dade County Pro •••••• ••• •••••
requirements of the applicable building code. !• •• ••••••
cribed herein,and has been designed to comp
This product is approved as desly with the Flor}�� ntlding Code •:
including the High Velocity Hurricane Zone of the Florida Building Code. •• •••
......
DESCRIPTION: Saxony 900 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
intheapplicable building code negatively affecting the performance of this product.
ERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the y
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
cNOA.terminate this NOA.Faibire to comply with any section
of this NOA shall be cause for termination and removal o
y the
ADVERTISEMENT:The NOA number preceded by the If anyMiami-Dad the o Florida,
displayed,then it shald followed l done
expiration date may be displayed in advertising literatur y portion
in its entirety;
INSPECTION: A copy of this entire NOA shall be provided to the user by of the Building the-manoffalufacturer or its distributors and
shall be available for inspection at the job site at the request
This NOA renews NOA No.13-0723.05 and consists of pages 1 through S.
The submitted documentation was reviewed by Alex Tigera.
•� '1.•! MOA 110.: 16-0711.05
Expiration Date: 04/26/22
6NTMDA, DOApproval Date: 09/29/16
Page I of S
I
ROOFING ASSEMBLY APPROVAL
Catep,orv: Roofing
Sub-Cateizory: Roofing Tiles
Material: Concrete
Deck Type: Wood
SCOPE 1
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as
' manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations
where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure
values obtained by calculations in compliance with RAS 127 using the values listed in the installation section
herein. The attachment calculations shall be done as a moment based system.
{
2. PRODUCT DESCRIPTION .
Produgt
' -Manufactured by Test 000000
S ecifications Descri tin .,
Applicant Dimensions P
Saxony 900-Slate Length= 17"
TAS 112 Flat profile,interlocking,
extruded •••• •
Width= 13" 0000
concrete roof the with two n�ulioles. Fol'direct d� l�,� .•
thickness= 1-5/32" batten,mortar set or adh8sjy;js't apple;;tions. ••• •
Saxon Length= 17!' TAS 112 Flat profile,interlocking,t1of Dressula e"ded ..:..'
Saxony 900 concrete roof the with two nail holes. T74 direct dcel.�:•
Split Shake Width= 13"
thickness= 1-9/32" batten,mortar set or adhpsuvt se t applications. Top •• •
surface produced with 4,diffeient colPI T "ons: • •
1. Complete tile bA wktd: 000 .
2. Right half brushed(shown in draW,itg)
3. Left half brushed
4. No brush '
Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded
3.. concrete roof tile with two nail holes-Tor For direct deck,
Width= 1
thickness= 13." batten,mortar set or adhesive set applications.
Length:varies TAS-112 Accessory trim,boosted Barcelona, concrete roof
Trim Pieces
Width:varies pieces for use at hips,ridges and rakes.
varying thickness
NO No.: 16-9711.05
Expiratlon Date: 94/26/22
MAMK)ADE COUNTY Approval Date: 99/29/16
Page 2 of 8
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1
MANUFACTURING LOCATION
2.1,1 Lake Wales,FL
2.� ]EVIDENCE SUBMITTED: Date
Test Agency Test Identifier Test Name/Report
94-084 Static Uplift Testing May 1994
The Center for Applied TAS 101 (Mortar Set)
Engineering,Inc. Static Uplift Testing March, 1994
The Center for Applied 94-060A
Engineering,Inc. TAS 101 (Adhesive Set)
The Center for Applied
25-7183-6 Static Uplift Testing TAS 102 Feb. 1995
Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) Feb. 1995
The Center for Applied 25-7183-5 Static Uplift Testing TAS 102
Engineering,Inc. (2 Quik-Drive Screws,Battens) -March, 1995
The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 :000:0
(1 Quik-Drive Screw,Direct DeG �;•• •
Engineering,Inc. 25-7214-5 Static Uplift Testing TAS 102..• ; M�uFh, 995 ••
The Center for Applied •
(1 Quik-Drive Screw,Battens]••••• •• ••••••
Engineering,Inc. Wind Driven Rain o::::* Oct.1994
The Center for Applied Project No. 307025 ••••••
TAS 100 • • •••�••
Engineering,Inc. Test#MDC-77 .... .....
Wind Tunnel Testing ••;••; Doc•1�L91
Redland Technologies 7161-03 .. �. •.•••
Nail-On)
Appendix H&III TAS 108 (
Wind Tunnel Testing ��•�•� Aug'1994 �•���•
Redland Technologies Letter Dated Aug. 1, 1994 TAS 108 (Nail-On) ;••••• •
P0631-01 Wind Tunnel Testing ; July 1994 •••.
Redland Technologies TAS l08 (Mortar Set) •: '
Redland Technologies
P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
Physical Properties Aug. 1994
Atlanta Testing& R1.894/R2.894/R3.894 Ph y TAS 112
Engineering,Inc. Dec. 1998
520109-1 Static Uplift Testing
Celotex Corporation TAS 101
Testing Service 520111-4 March 1999
520191-1 Static Uplift Testing
Celotex Corporation TAS 101
Testing Service 25-7094 February 1996
Walker Engineering,Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations
+ Walker Engineering,Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4 6 &5 December 1996
j
� Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995Aerod auric Multipliers 09/01/16
Walker Engineering,Inc. Evaluation Calculations Two Pat Adhesive Set System April 1999
Walker Engineering,Inc. Calculations ' 09/01/16
Walker Engineering,Inc. Evaluation Calculations Restoring Moments
Due to Gravity 06/29/16
American Test Lab of RT0617.04-16
South Florida
NOA No.: 16-0711-05
v..., Expiration Date: 04/26/22
Muartl•DADECOUrtrir approval Date: 09/29/16
Page 3 of 8
i
g
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
mortar or adhesive set the applications, a static field uplift test shall be performed in accordance with
3.2 For m° uarterl test
TAS 106.
Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform q Y
3.3
in accordance with TAS 112,: appendix 'A'. Such testing shall be submitted to the Building Code
Compliance Office for review. applicable Roofing Applications Standards listed
3.4 Minimum underlayments shall be in compliance with the app
section 4.1 herein. endicular to the roof slope unless stated
3.5 30/90 hot mopped underlayment applications may be installed peep
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
the applicable Building Code.
0000..
4. INSTALLATION
0 Slate, Shake& Split Shake) Concrete Roof Tile and its componenfs•sh�ll.•be in lied in stric
4.1 Saxony 90 ( lication Standard RAS 118,RAS 119, and R AS 18! •• •• ••06%
0000..
compliance with Roofing pp :0000:
0000 0000
4.2 Data For Attachment Calculations .
Table 1: Average Weight (W) and Dimensions (I x w)000000 0 ..'
.. •• Wi eft) 0000.
Weight-W (lbf) Length-1 (ft) 0•
• '
Tile Profile •
1.417 •• •••
Saxony 900 4000 ••••••
Slate, Shake &Split Shake0•
Table 2: Aerodynamic Multipliers -7, (ft3) �(ft3)
%(ft3) Direct Deck Application
Tile Batten Application
Profile 0.315
0.291
Saxony 900
Slate, Shake &Split Shake
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
4°':12" 5,.:12" 6":12°' 7,,:12" or
Tile
3,,:12°, greater
ProfileDeck
Deck Deck'f 5
Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct
Saxony 900 Deck6.31 7.16 6.13
Slate, Shake & 7.70 7.62 6.61 7.50 6.48 7.34
Split Shake
Ia OA No.: 16-0711.05
ixpirsaiion Date: 04/26/22
C MfAMi•DADECOUNTY Approval Da4:e: 09/29/16
,..., , page 4 of 8
e "
Table 4: Attachment Resistance Expressed as a Moment-Mf (ft-Ibf)
for Mechanically Fastened Systems
Fastener Type Direct Deck Direct Deck Battens
Tile (min 15132" (min. 19132"
Profile plywood) plywood)
30.9 38.1 1 17.2
Saxony 900 2-10d Rin Shank Nails 7 3 9.8 4.9
Slate,Shake &Split 1-10d Smooth or Screw Shank Nail 14.0 18.8 7.4
Shake 2-10d Smooth or Screw Shank Nails 30.8 30.8 18.2
1 .#8 Screw 51.7 51.7 24.4
2 .#8 Screws 24.3 24.3 24.2
1-10d Smooth or Screw Shank Nail (Field
Cli 19.0 22.1
1-10d Smooth or Screw Shank Nail (Eave 19.0
Cli355 34.8
2-10d Smooth or Screw Shank Nails(Field 35.5 .
Cli ; 319 2.2 .. ...
_2_j-Od Smooth or 31.9 . .Screw Shank Nails ave - .. � � �•
Clip) 0 .. ...
Table 5: Attachment Resistance Expressed as a Moment Mf949• '1 :0
Table
....
for Two Paddy Adhesive Set Systems �. ...••
Tile Application
11llbmqum Atkacbrnent.....
•• "Resistance-
Profile
••
i Tile.. .
Profile z&a
Adhesive' . 31.3, ... ;.
t Saxony 900 Slate,Shake &Split Shake ••••••
1 See foam adhesive manufacturer's component a royal for installation re uirements.
2 The Dow Chemical Company TileBondT on onent po nen foamumin m mht peght per
pad8 grd ms3 9 grams. + •:
r 3. ICP Adhesives Polyset®AH-160 two-comp
Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Single Paddy Adhesive Set Systems F
Tile Application Minimum Attachment
Tile Resistance
Profile 118 ga
Adhesives Polyset®AH-160
Saxony 900 Slate, Shake 8,Split Shake ICP 40.45
} Two-component foam
3 Large paddy placement of 45 grams of Polyset®AH-160.
4 Medium paddy placement of 24 grams of Polyset®AH-160.
I
Table 7: Attachment Resistance Expressed as a Moment -Mf(ft-Ibf)
for Mortar Set Systems
Tile Minimum Attachment
Tile Resistance r
Profile Application
Mortar Seth 43.9
6
1 Saxony 900 Slate, Shake Split Shake
5
5 Tile-Tite Roof Tile Mortar
NON No.: 16-0711.05
R+Xpiratlon Date: 04/26/22
MIAMI•DADECOUNTy ApprovnI Date: 09/29/16
Page 5 of 8
r
r
I
�e LABELING logo,as detailed
he
5.1
All tiles shall bear the imprint or identifiable markingoducttControllApp oved"name or log
below,or following statement: "Miami-Dade County
r
i
]LABEL FOR BORAL SA%ONY 900 TILES(LAKE`ALES FL PLANT)
LOCATED UNDERNEATH TILE
••••••
6. BUILDING PERMIT pEOUIRE1VtENTS ••••••
copies of the following*...•.
6,1 Application for building Pen-nit shall be accompanied y p •
•��•••odeinorcT&to ••••••
6.1.1 This Notice of Acceptance: •
other documents required by the Building Official or applicable bu�ld�Q ••��•
6.1.2 Any .... ....
properly evaluate the installation of this system. • ••• •••
...... . ... .....
•
PROFILE DRAWINGS •• •• •• ••••••
. •
......
NAIL HOLES
a.
1-5/32"(Slate)
l
COVERLOCK
171'
13
11
�w. 1
UNDERLOCK
I
SAXONY 900 SLATE
NbA.No.:16-0711.05
spirazjoP Date: 0j,126/22
:. _c99,
' „ Approval.+U'ate: 09/29/16
MIAMi•DECOUN_ Page 6 of 8
"g.k. 1
fi
i
C.
PROFILE DRAWINGS
�. .
NkIL HOLES
9/32" (Shake)
� � ,�\fir••,..,�,. /
17
`'aft.ti- •••• •••• • •
Note: Available Top Surface Finishes ••••••
5. Complete tile brushed
g. Right half brushed (shown in drawing) .• ••• •
7. Left half brushed, •"
8. No brush
SAXONY 900-SPLIT SHAKE
}}k
}
r
a
t
N�OA No.: 6-1➢7�1�.��
- Expiration Dale: o4/26/22
' Approval Date: p9/29l16
Pale 7 of
aWco,
,:•�
t
r .
r
► PROFILE DRAWINGS
a
NAMHOLES
� _ � ti� ice••r--
I: •yet.. '^ln \.�.. •. -'1i h- • •
tea. �^`",; � � "'^. � '` �F;x:,� • •
6666••
�,, ,' O'• •�"R�« •• •
-��:•.. -�- 6666••
�� // t' \\ ���•.•. .�1,"�-(, _1 '~` ••• 6666 6609•
6.06• • 60• 006••
06 06 •• 6 •9.90•
• • • • 9.996•
•••6••
• • • 66669•
•• • 666 • • '•
i
SAXONY 900—SHAKE
TEND OF THIS ACCEPTANCE
a
a
a
a
NOA N,3-: 16-0711.05
lExpiration Hate: 04126/22
limizil".
iUNTY ApprovalIDate: 09/29/16
y..1.
Page 8 0,18
I
P
q _ MIAMI-DADE COUNTY
i_�iAMI-i ADE ,,, PRODUCT CONTROL SECTION
(S1 1?Slit� r� R 11805 SW 26 Street,Room 208
Miami,Florida 33175-2474
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) T(786)315ami, F(786)315-2599
BOARD AND CODE ADMINISTRATION DIVISION
1 www.miamidade.Qov/economy
NOTICE O� ACCEPTANCE ®A)
{ Boral Roofing LLC.
7575 Irvine Center Drive,Suite 100
Irvine,CA 92618
SCOPE: the use construction
erials.The
This NOA is being issued under the applicable rules and reg.Miami-Dade og my RER f Product ControltSect on to be
documentation submitted has been reviewed and accepted by
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ)•
iami-Dade CountyProduct Control Section
This NOA shall not be valid after the expiration date stated below.The M
m areas other than Miami Dade County)reserve the right to have this
(In Miami Dade County)and/or the AHJ( .��•ep.
product or material tested for quality assurance purposes.If this aroduct or nd the AHJ1mayimmediate;X r4oke,mddify,dor d •...;•
•� mariner,the manufacturer will incur the expense of such u testing a g �Q��yQke thl�aec�ptance,,
suspend the use of such product or material within their jurisdiction. RER reserves the ri to to meet t e
..•. •..• . .
if it is determined by Miami-Dade County Product Control Section that this product or materizL�l� •
requirements of the applicable building code. •0:•.
. .
.0:00 • •.• .....
This product is approved as described herein, and he Fs been
Building Codemdesigned to coply with the Flonda 0 0 mg. •
.. .. .. . ......
including the High Velocity Hurricane Zone o 000000 0 0
. .
. . . . ......
DESCRIPTION: BORAL TileSeal • ••••••
� • �fAllO�Wlna �.•..:
i • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, oii}?, ate b
ontrol Approved",unless otherwise noted herein. ••
statement: "Miami-Dade County Product C
das
RENEWAL of this NOA shall be considered after a renewal application the product.
ven
in the applicable building codfiled and there has been no change
e negatively affecting the perform
VERMINATION
of this NOA will occur after the expiration date or if there has been a revision or change in the
endorsement of any product,
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an
r sales advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section
for ,
of this NOA shall be cause for termination and'removal of NOA.
ADVERTISE
1VIENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed
the ex iration date may be displayed in advertising literature. If any portion of the NOA is displayed,then
by p
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 fob site at the request of the Building Official.
This renewes NOA#13-1113.05 and consists of pages 1 through 4.U
The submitted documentation was reviewed by'f'red!y S'ernino
`--'`r NOA No.: _+7453fl.1a
E,xpiratioin Date: 07/31/18
Mlaru onnE eouNrr Appreval Date: 07/27/-17
• Fagg:1 of 4.
{ 1
ROOFING COMPONENT APPROVAL
Cate or : Roofing
SuUnderlayment
Material: SBS
PRODUCTS DESCRIPTION: Product
Test Desc�t=on
Product Dimes s S eci-] B--dation
TAS 103 SBS self-adhering asphalt sheet material with a
36"x 36'rolls
BORAL TileSeal 36"x 72' rolls ASTM D 1970 white glass re-enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
4
MANUFACTURING LOCATION' .
1. Brentwood,NH `•""
EVIDENCE SUBMITTED: Date •
Test I+Tame/Report•••••• , •
Test Identifier "`•``
' Test A e¢ ncv "" "63/28/02• •
R14610 Follow up Service • ••• .....
Underwriters Laboratories,Inc. TAS 103 ••;••; •• 0ZG28/02.•;'•••
02-012 .. .. "04101/02'.
IRT-Arcon,Inc. TAS 103 •. •
NEI-006-02-01 p.7/30/02....:.
PRI Asphalt Technologies,Inc. TAS 114(H) ••••••
NEI-008-02-01 •
PRI Asphalt Technologies,Inc. 08/08/07.....:
NEI-045-02-01 ASTM D 4798 &ASTM�135: ••• `O1/087
pRI Construction Materials �1-053-02-01 ASTM D 4798 &ASTM G 155 14/11
Technologies,LLC- NEI-076-02-01 TAS 103/ASTM D4798 01/29/13
NEI-034-02-02
ASTM D 1970
tNOA NO.: 17-0530.10
L�cairatioa�Date: 07/31/10
r+ Alspr�val Date: 07/27/17
.4 AMEEZMIAM1• )ARE 6UNTI( age 2 dpi
@;�
1
} APpROVED ASSEMBLIES'
' Wood,non-insulated
Deck Type fl:
l Deck Description: 15/s It or greater plywood or wood plank
System E(1):
Anchor sheet mechanically fastened deck,membrane adhered.
'head
ap
Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 and tin caps 6'o c'.at the laps and
6"end lap mecho�Sc12�Yoacst�he field oft e roll.ned to deck with pprove nails
two staggered r
lies of BORAL TileSeal Underlayment with a e vemrollin'g the III
Membrane:
to
ap an I d imum
MMembrane:
One or more p lied. Vertical
6"end lap.Place the first course of membrane Parallel membraneease cce table. All end laps and laps t
obtain maximum contact. Remove the relileSeal Underlayment is ae membrane is app
strapping of the roof with BORAL Teale
without black selvage area shall be sealed under lap using an SBS modified masts.••00ed to......
layn•nt shall be back nail •
.. .. . .. p......
Note:When used in Tile a°T n sshank nails and and tin caps at aemaxir4�1�6'�o.c. a���e laps. •
deck with approved annul g 0.0.0 0
0000..
No nails or tin caps shall be expose 0000
,• •
• f Tile,
stems,Mechanic 0000.
Approved for Approved Adhesive Set Roof Tile Sy •
bli s. ... 0000.
. .
Surfacing: Wood Shake&Shingles and Asphaltic Shingle ase 0! 0 0 0 0 0 0
Metal Roofing, •
0000..
.. . . . . 0000..
0000..
.. . ... . . ...
P
f
E
Nc)A Ala.: 17-0530.14
expiration Date: 07/3x/18
., . , Approval Date: 07/27/17
3 MIAMI•rJADECOUNTY' page 3 of 4
j
LIMITATIONS:
1. Fire classification is not part of this acceptance. Minimum deck rele m conce with applicable
2. This acceptance is for pp
re ared roofing applications. ed in
shall
trictcomp e mpliance with
applicable building code. BORAL TileSeal underlayment shall be nista
Building Code. lied to a smooth,clean and day
surface with deck free of irregularities.
3. BORAL TileSeal underlayment shall be app '
but may be
4. BO
RAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover,
applied over a roofing Base/Anchor sheet underlayment. roof for longer than "180 days Of
5 BORAL TileSeal underlayment shall not be left exposed as a temporary
application.
aired on roof pitches greater than 6:12".
roof itch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
6. The standard maximum P
to the BORAL TileSeal underlayment;loading boards or battens are ren
stem Product Control Notice of Acceptance for listed approval of this.prodiict with
7. Refer to Prepared Roofmg
t
specific prepared roofing products-
roved roof covering Notice Af tanc p I f BOst�•*••
Ac
g• Tiles shall be stored on battens on roof pitches greater than 6:12' • Notice o�A•ccFp �.
g BORAL TileSeal underlayment may be used with any approved sclitanr (?mss) or the •
art of an Havin Jug t•••••
BORAL TileSeal underlayment as a comuestnmay be made to he Authority oti gf a documentation,�s
TileSeal underlayment is not listed, a q royal provided that app ......
Miami-Dade County Product Control Department for app .*alfto
skin panels. Sweep,•.',
re
provided to detail compatibility of the products,wind uplift resistance,ads. Re-falstetesting
anyg as*"aSC g•.•... •...••
application. "
10. All nails in the deck shall be carefully
ue dust and debris prior to pP checked for protruding e Q' t rolling tho membrane •
the deck thoroughly to remove any point and work to the hig1 �
the membrane in the valley, start at the low p f q� � •
applications, center the membrane ar2d roll nrthe center...
11. When applying ......
from the center outward in both directions. For ridge app ••giving s ecial•;tentiori to
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100%contact with the surface, g b Control
overlap areas. and penetrations in compliance with Roof Assembly current Product
13. Flash vent pipes, stacks, chimneys le Building Code. pressed
Notice of Acceptance and app piece of underlayment. This targe TileSeal under ayment
14. All protrusions or drains shall be initially taped with a 6 p A second layer
place and formed around the protrusion to ensure tight
iga t SBS modified mastic. BORAL de and
m
shall be applied over the underlayment,and sealed usi g
quality assurance audit in accordance with the Florida Building o
15. All products listed herein shall have a q y of the manufacturer's name or logo,city
Rule 61G20-3 of the Florida Administrative Code.
o not or identifiable marking roved"
16. All membranes or packaging shall bear the imp
aurin facility, and the following statement: "Miami-Dade County Product Control pp
and state.of manufacturing
or the Miami-Dade County Product Control Seal as shown below
M�I.DADE COUNTY
MMEW
END OF TIRS ACCEPT ANCE
NOA Ncc-:
yxpirat!o,i Daie, 137/31/18
Approval Date: 07/27!17
=M1
5ADECO Page� of4-� ,
• i
MIAMI-DADE COUNTY
+' •r PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
Miami,Florida 33175-2474
315-2599
T(786)315-2590 F(786)
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RE
w�vw.mia miciatle.aovleco nomv
DE ADMINISTRATION DIVISION
BOARD AND OACCEPTANCE (NMA)
NOTICE OF
ICP Adhesives and Sealants,Inc.
12505 NW 40'Street
Coral Springs,FL.33065
overnin the use of constriction materials. The
SCOPE: product Control'Section to be
This NOA is being issued under thereviewed and accept d by Miami-Dade CountyRERsdiction(AHJ).
documentation submitted has been rthe product Control Section
used in Miami Dade County and other areas where allowed by below. Miami Dade County this Product
m areas other than Miami Dade County)reserve the right to have p
This NOA shall not be valid 'after the expiration date stated material fails to perform in the accepted manner,the
(In Miami Dade County)and/or the AHJ
p oses.If this product or ma y or suspend the use
or material tested for quality assurance urp if it is
...accettanc&,
tion. RER reserves the right to revoke this eet t; requirements....
manufacturer will incur the expense of such testing and the AHJ may immediate) revoke, mo u ,
of such product or material within their duns
. .
'
determined by Miami-Dade County Product Control Section that this product or material. � :••� •• Co'd'e""
dete
of the applicable building code. 1 with•t�Florida Bu4ding ••••
to comp y
.*00 •••• . .
+ This product is approved as described herein and has been designed Code.
• •
3 including the High Velocity Hurricane Zone of the Florida Building •••••• ••• •••••
.. .. .. . ......
......
. .
DESCRIPTION:ICP Adhesives Polyset®AH-160the manufacturer's name or Pogo, city, state•;;4 followjn$.;.
i
LABELING: Each unit shall bear a permanent label with
roved unless otherwise noted here"%• • goo* •
statement: "Miami-Dade County Product Control App ication has been filed and there has bee$ho change
RENEWAL of this NOA shalnbeafter a af this product.
in the applicable building code gat vely affet ng the performance
revision or
he
roduct,for
' NOA will occur after the expiration date or there
as an endorsement of any page in of
TERMINATION of this roduct or process.Misuse of this
materials,use,and/or manufacture of the p
Other purposes shall automatically terminate this NOA.Failure to comply with any section
sales, advertising or any P
this NOA shall be cause for teinunation and removal of NOA. nty, Florida, and followed by the
wordsy the Miami-Dade Cou
AbVERTISEMENT: TheOn number
madvertisingre preceded
b-, e. If any portion of the NOA is displayed,then it shall be done
expiration date may be displayed
in its entirety.
.-. f this entire NOA shall be provided to the user Official-
shall
by the ffic almanufactirer or its distributors an
INSPECTION*e A copy o est of theBuilding
shall be available for inspection at the job site at the requ
This NOA renews NOA 16-0315.01 and consists of pages 1 thio g
The submitted documentation was reviewed by Alex
Tigera. jA
. ' �� � �•i';
P10A No.: 17-9322.03
-ation Date: 05/10/22
•:.u. - Approval Date: ®x'./27/17
MipMl•DADECOUNTY Page i of 11
ROOFING Cc)YIPPONENT APPROVAL:
Category: Roofing
Roof tile adhesive
Sub Category: Polyurethane
materials:
SCOPE: ® _ manufactured by ICP Adhesives and Sealants, c.pl cabe described
This approves ICP Adhesives Polyset All 160 as
ressure requirements,as determined
in this Notice of Acceptance.For the locations where the design p high io s iile roof the systems using ICP
t exceed the design pressure values obtained and calculations incompliance with Roofing
building code,do no roved flat,low, g
Application Standard RAS 127. For use with app ,
Adhesives Polyset®AH-160.
PRODUCTS MANUFACTURED BY APPLICANT: Product Description
Dim ns Test
Product Specify s
TAS 101 Two component polyurethane foam adhesive
N/A •
ICP Adhesives ' •'""
PolyseeAH-160 Dispensing Equipment . .
•• •m N/A *00:00 '.. •
ICP Adhesives Foa •�
•
Dispenser RTF1000 Dispensing Equi Pmenti•••• �...
......
.... .
ICP Adhesives ProPack NIA .... .... .....
30 &100 •
,
.. .. .. . ......
.
......
PRODUCTS MANUFACTURED BY OTHERS. ��••••
havin a current NOA Rich ' t atiachmerl ....
160 roof the adhesive. .. 000
Accepted ......
Any Miami-Dade County Pse of ICP Adhesduct control ives Polye t f AHe Assembly •
resistance values with the u
MANUFACTURING LOCATION:
1 Tomball,TX.
PHYSICAL PROPERTIES: Results
T
Proper 1.61bs./ft s
ASTM D 1622
Density ASTM D 1621 18 PSI parallel to o ririto rise
Compressive Strength 12 PSI perpendicular to
' ASTM D 1623 28 PSI Parallel to rise
' Tensile Strength ASTM D 2127 0.08 Lbs./Ft2
Water Absorption ASTM E 96 3.1 Perm/Inch 40°F ,2 weeks
ASTM D 2126 +0.07%Volume Change 1- Humidity,2
Moisture Vapor Transmission +6.0%Volume Change @158°F.,
100%
Dimensional Stability weeks
ASTM D 2856 86%
' Closed Cell Content ^ average values as deteTm nerd by
Note: The physical properties listed above are presen�ed as typical g NONo.: 17-0322.03
test proper-ties
lister ls and ars S1ibJec to WDMIRI in'anZlll`�C1-llrl�?g i��1i`�13{��1.
accepted ASTM �xpjr-ation Date: 05/10/22
p Approval Date: 04.127/:17
q MIAM�DADECOUNIY Ds ge 2 of 11
6 r
VIDENCE SUBMITTED: gest Name/Report Bate
Test A enc Test Identifier TAS 101#94-060 04/08/94
Center for Applied Engineering 257818-1PA TAS 101 12/16/96
25-7438-3
SSTD 11-93 10/25/95
25-7438-4 11/02/95
25-7438-7 SSTD 11-93 12/12/95
25-7492 SSTD 11-93
f
NB-589-631
ASTM D 1623 02/01/94
Miles Laboratories
Polymers Division
9637-92
ASTM E 108 04/30/93
Raintech Laboratories,Inc.
ASTM E 108 11/16/94
01-6743-011 ASTM E 84 01/16/95
Southwest Research institute 01-6739-062b[1] E
TAS 114 Q3/14(96
7050.02.96-1 04/01V12 •„•�••
Trinity Engineering p36700.04.12 ASTM D 1623 •
TAS 101 '• W21W1200
P39740.02.12 TAS 123 " 0000:0
1 2
454
528 - - TAS 101 •��•�• as*** '
00 00 '•"'
Celotex Corp.Testing Services ' •
528454-9-1 0000" 0000
"' '
528454-10-1 " " `• 0000•`
TAS 101 •• 12/28/98 ••
520109-1 ,��•••
520109-2 ••0000
- 520109-3 0000"
520109-6
520109-7 TAS 101 03/02/99
r 520191-1
520109-2-1
a,IMITATIONS: ile
1. Fire classification is not part of this acceptance.Refer to the Prepared Roof leprofiles.ly for fire rating.
2, ICP Adhesives Polyset®AH-160 shall solely be used with flat,low, &
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of
l Op Adhesives Polyset®AH-160 roof tile adhesive
with their the assemblies shall test in accordance with
All roducts listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
5. p
Rule 61G20-3 of the Florida Administrative Code.
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NOA N{).: 17-0322.03
,1A xp]iraCion D,)te: x5/10/22
CMAMWco�ry Approval Date:04'/27/1.7
Page 3 of 11
1
INSTALLATION:
1. ICP Adhesives Polyset'AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset®AH-160. '
2. ICP Adhesives Polyset®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 ICP
Adhesives Polyset®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. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants,Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must'be by a Factory Trained'Qualified Applicator'approved and licensed by ICP Adhesives and
Sealants,Inc. ICP Adhesives and Sealants,Inc.shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the"A"component and the "B"component shall be maintained between
a 1.0-1.15(A): 1.0(B).
6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam Dispepser.RTF A or i!P ....r
Adhesives ProPacke 30& 100 dispensing equipment only. •• •. •,
7. ICP Adhesives Polyset°i'AH-160 shall not be exposed permanently to sunlight. ...;.. r
8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 mi,titftteafter IGI'•Aftsivee •
Polyset®AH-160 has been dispensed. *s o so:*
4 0
9. ICP Adhesives Polyset®-AH7160 placement and minimum patty weight shall be ineec®ffidance i&141h® ......
'Placement Details'herein. Each generic tile profile requires the specific placement nertherein. •
. . . . ......
. 4, ......
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L NOA No.: 17-9322.03
MIAMI•DADECOUNTY I+,xpir tion Date: 95/10/22
Approval Dnte: 04/27/17
Page 4.of 11
Table 1: Adhesive Placement For Eacb Generic Tile Profile
Minimum Paddy Contact Minimum Paddy Gram
Tile Profile
Placement Detail Area Weight
45-65
Eave Course-Flat,Low,High All Eave Course
17-23 sq.inches "
Profiles 45-65
#1 17-23 sq.inches
Flat,Low,High Profiles #2 10-12 sq. inches 30 Flat Profile #2 12-14 sq. inches 30
Low Profile 30
#2 17-19 sq. inches
High Profile ams per paddy
#3 Two Paddys: 8-9 sq. inches at 12 gr p
Flat,Low,High Profiles head of tile 9-11 sq.inches at
overlap
Two Piece 2 Beads(1 each longitudinal 17 gr kms par bead
Two-Piece Barrel(Cap Tile) edge)20-25 sq.inches each, •.• ...
bead •
• 04 grams under pall" �•
65-70 sq.inches .. ..
Two Piece 99000:
Two Piece Barrel(Pan Tile) •••• 000000
...... . ... .....
LABELING:
oved.or the Miami;••;•
}' All approved products listed herein shall be labelednand�almi Dade County Productbear the imprint or tContivl Appr g o t.,,.. •
manufacturer's name or logo and following statement: • • ••••••
Dade County Product Control Seal as shown below. ¢ •
..
h@F,L91 OADE CO41CJi'rY i
I
BUILDING PERNIIT REQUIREMENTS:
required b the Building Official or applicable building code in order to properly evaluate the installation of this
As re q Y
i
system.
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NA Nc-- 17-9322.03
;i J➢3'af1DT1 Dai-a-: 'o5/10/22
MIpMI•DADE COUNTY Appioval
Date: 0,/2711.7
• 1?age 5 o Il
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ADHESIVE PLACEMENT DETAIL#�
�� trr�uglrplasktt nicht �a y lLrn�ttii:a=:] Flat/Low Profile Tile
'tlk:h�r�.yinnnC l �`:.. ''•''°-`•Y` 1. Starting at the cave 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. j
2. Continue in same manner. Insure approximately 17
Esvt'.nur+�..y r7=iir (109.7 cm2)—23 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
EviC ClOiilrc—_mss `:i�r•,:' f=
Medium Profile/ Double Pan Tile •..:. ••••
W1111;'iM*11ia5-4rzr�merd • • • •
2"
(50.8
Wiq apply annimin um 2 •
r�.ia�l�,lr��n•trh�,,,;;•I 1. Starting at the cave c •• •••...
(50.8 mm)x 10"(254.mA)•Y 1"(25.4 Vim)foam .
paddy onto the underly t positiwjc4as shot••••
U�d-rhymntr i - •
' under the pan portion c••tktthe closestto the .....
overlock of the the b6f1g Sed ••• •••••
• p �Q iR.7�"•. k'�ti.'�i�• ie�.may' •••• •
ti zIrj.'n1d4. •.ri 2. Continue in same manner.Usure apprdximately 17•
'�. ` a
```•: 2 —23 (14$.4 cm�squaroi'A adhes"e
„� r , -,: (109.7 cm)
Catttrts_�1_mal -..�. ,/�rv'�..•=' i • • •
Sill the teC. :....
contact with the undei C
•.. � ,. ....'f. nam" • •
�.•, .., .yam. .._. .�v•. � `�'1.r--•''- .I�, ••
-t}•'r<3? .. •.-•.may` .___�._ r'r ir,f�h a.
w.•., ,iia.i
;}r�?, y.,•',.y _-%-S:.f�?'•1 - '_`-,1tiC'CIYIIFC
`•0'.47'6•'yti^..y
S^ve tau r I
tJ.ilaFY�u[•�r 1uti'i�tyanryr•• High Profile/Single Pan Tile
� P ; .,� Csasfdy'l�'h¢a�1aTila1
1. Starting at the cave course,apply aiminimum 2"
crJgrhymt (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.
•-.,`•-. _ •`•.._'';is r ::�' 2. Continue in same manner.Insure approximately 17
�`_ <- (109.7 cm)—2
3 (148.4 cm2)square inch adhesive
contact with the underside of the tile.
a 171rv' ;tia in. ry• IYrlRfidge
r NOA No.:17-0322.03
. Expir iflon bate: 05/10/22
r�larii•oaDecourarr Apprav2l Dace:04/27/17
1?ag,.6 of 11
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ADHESIVE PLACEMENT RE'TA?T#
C,.%ill rni jM{fairic ti mvnS R:'dJt'I nnnat:�TO. Flat/Low Profile The
t
required), t
Ur�aYSa;r,uai _.''w`+r 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 the closest to the overlock of
'7i�;"`i..• ;;,` - _ '='` :` the file being set.Insure approximately 17(109.7 cm2)
- - —23 (148.4 cm2)square inch adhesive contact with the
Batt«Ss o,tin:sl
underside of the tile.
E-3 coUr,4.
;• ` - .r :' 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
Fasda
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
Grt�eKhsurr•___�_ ~'^` ✓ `tel j being set.
„
3. Continue in same marmV.Insure apptex"i hely 14 ••••
(64.5 cm2)- 12(77.4 cnf2 ,j jure incbadhvsive •
contact with the underside oche file '••' 9000%
0.0.00
.... .... . .
• • • • r
Medium Profile/Double PaV11le ""'
?Jail thrm3h VLmticT�zncri9. •••••• :000• •••00.-
Nail
•
slw'hsr Erquired-1 •• •• •• • „ •••
1. Starting at the eave courK'sj"ly a minimum 2 (56.8 .
iron)x 10"(254 mm)x Z"(25;1 mmlfoar4 paddy••,,•:•
IJnd.rLi jia,rnl •:.. - onto the underlayment positioned as WMlmder the
ti`:•`-
an portion of the tile closest to the ove>;lock of thl0 h'
� j �. —�� the being set.Insure approximately 17(lb47 cm2)—
t 1:;nom .x`.._,
-71�:�, �'.. ''� �-..=`{ '`-ti >_��., ^''"'r 23 148.4 cm) �l2 square inch adhesive contact with the
t 2aye„= (
underside of the file. 1
Lt7A3'eros sJ�+fiAn:,u , ,...,,,_• .ti�,• r^'�!-.:�_
2. At the second course,apply a minimum 2 (50.8n
J' ^r._-yam•_.�_ .•k, r o-':.<• ,i'
_ .�,io;;�__- ��' �r. _.�-0.:r = x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
.,,•�,;. ,,•-ti4 �:�,-,.•. ;.—r„�cr�,,,�„ underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
r-,or 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.
(Instructions continued on next page)
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NOA No.: 17-0322.03
/22uxnirn-ton Date: 05/1
MIMI•DADCOUNTYA
Approvni Date: U./27/17
Page 7 o-f 11
ADHESIVE PLACEMENT DETAJL#9 (CONTINUED)
�IaiI+r-:jngIi plaalla cec+jent---.'-- -- high Profile/Single Pan Tile
;�vliCi9PCtjJiP�d) f ~ Paddr,l��rr-�=�hTi�a
1. Starting at the eave course,apply a minimum 2"(50.8
min)x 10"(254 min)x 1"(25.4 mm)foam paddy
onto the underlaYm ent positioned as shown under the
`•� :-, '`'-:i;! pan portion of the tile closest to the overlock of the
` �'� _' s_• _'': the being set.Insure approximately 17(109.7 cm2)—
7 23 (148.4 cm2)square inch adhesive contact with the
underside of the tile.
-.; t,., ~'-. • _ ,'� �i6 Y�f F' J 2, At the second course, apply a minimum 2" (50.8mm)
s''
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
F 1 onu hr R
'-'".;,� �'`�•;:a�t;�•-,,.:.• r45, P . underlayment positioned as shown under the pan
'. �r{' ..=' •turn, portion of the tile closest to the overlock of the tile
••-4,�. _�.�• :�• r,: being set.
3. Continue in same manriorrfnsure ap;rDx irately 17" .
(109.7 cm2)- 19 (122.&cm!�squaremclraahesiva••• •
' contact with the undersIdc?8f the tile. • 0 •
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MOA No.: 17-9322.03
MDUTExpiraton Date: 05/10/22
,.. e e Approval Date:04'./27/17
Page 8 of 11
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ADHLSI`IL FLA_`'EIaII)FNT DETAIL#3
.l
ttailthioughplasliccement Paddy(bet.-eentiles)
1,M, nrecruired;� it 1. On the eave course only,apply a minimum 2" (50.8
!,attens optional
�,t mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy
k
"
Paddy lander tile) onto the underlayment positioned as`shown,under
s:nglzd�; r the strengthening rib for flat tile or under the pan
\ = ontopoftde
J , portion of the tile for low or high profile tile closest
+;x4in. to the overlock of the tile being set.Leave m�-
sing le'paddyv approximately 4"(101.6 m)up from the eave
singlepaddy under til -_ edge free of foam to prevent the expanded adhesive
onvndedaMent x4;n, from blocking the weep holes. Insure
approximately 17-23 int(109.7-148.4 cmZ)of
adhesive contact with the underside of the tile
---FateClosut2 ri m
2. Apply a 4 (101.6 m)x 4" (101.61 mm)x 1" (25.4
min) foam paddy onto the underlVineilt just below
FiatfLow Profile Tile the second course line positioned WV addy ......
under the strengthening-ribtor flat tile,-or under tha
Nall through plasfilccement Snglepaddyuader We under
portion of the tile-elpsest to Ae underlockfer•�•
[whenrequired)
paddylbzt4seentiles] the second course tile!Q'MInstalled. Insure ;....;
approximately 8-9 in:T5 M58.1 ain7of adhesive
battens Paddyiundutile; contact with the underside of the tile. • •
optional - . + f 0000•• • .•• 0000•
000000
~ singlepaddy`f Instructions continued A next a e • • 000000
on top oftile _
• • • • •
4X41n. - •
Ir • • 00.00•
I 2 X 41n. -. .. • ... • . •
singgiepaddyon. •
undedayment/ - 0•
// Arl
21n.
�.Ea"Closure
JEaw. Me :� �.—.Fascia
Medlutn ProflleTile
3
f ,
NOA No.: 17-0322.03
MIAMI•DADECOUNTY y yxpirrition Date: 05/10/22
App r o veil Data:04/27/17
Page 9 of 11
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-A—nIiEsivE PLACEMENT DE'T'AIL#3 (CONTINUED)
i
1 1
Nall throughplasticca trt Single paddy under tile r
( henrequired) , 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x 3/4"
`. �. Paddylbetu:eentifrsl
,� (19 mm)paddy on top of the eave course the I
Battens �'` J Paddy(under tile} surface as shown, on top of the strengthening rib
optional for flat tile or on top of the pan portion of the tile,
r� closest to the underlock of the first course of tile.
y singI e-3ddy ti` % Install second course of tile.Insure approximately
onunderla),nen Z 't•
ax6in. 9 (58.1 cm2)- 11 (71cm2)square
tile at the overlap
contact with the underside of p
Single sxain-,A: .:: , and 7 45.2 cm2)-9 (58.1 cm2)square inch
paddy on
topafn1e `�. /. `�,� adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
Eave Course
ave dasere
7 in. Dripedge
a°' • •
• • • 0000••
HighProflleTRe 0000 • �•• •• •�
000000 . •• 000000
•
•00••0 • 0• •
00.0.
•••. 0000
...• .••• ••..•
•..•.• • ..• •.••.
0000•• � • •
• • • • • 0000••
0000••
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NOA No.: 17-0322.03
.MIAMI-DADECOUNTY Expiraiion Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
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ADHESIVE PLACEMENT DETAIL
Two PIECE BARREL
a
Two Piece Barrel(Cap and Pan) Tile
1)Place enough adhesive toachleve 65to70sq.in. Steep.pitch applications 1• Starting at the eave course,apply a minimum 2"
to contact with the pan tile. (when required) (50.8 mm)X 10"(254 mm)XJ"(25.4 mm)foam
2)Turn covers upside down.Place adhesive in
tolin.fromoutside edge ofcovertile. paddy onto the underlayment positioned as
Then install the tile.Ensure 20 to shown under two adjacent pan tiles. Support eave
zssq.in.contact area. tiles from rocking until ad
nderlayment hesive has a chance to
- _ ,
r r 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.
Eave closure =''
Sheathing of the pan tile. :...:.
(motarshmvn) " " • ".""••
3. Turn covers upsic. le�cjq�1 expo 09,the undorkde:•
waophole of the tileApply Fascia Board pp y gjV§41j1um 1"(26.4 mm);•.0.11
' Remove to (254 mm)bead of adhresive direje6y ep the inner `
pportionoftheeavacoursecovertile.Abut'tosecondcourseof edge of each side o€41q&cover tih'LL'ave •':".
pan tiles.Ensure eave end.of pan and cover tiles are flush at eave line.
approximately 3/4"9199Ipm)to.P' 1 -j4 rpm"'e""
Two Piece Barrel-High Profile Tile from the outside etke bT the tile;inward,free of•'•
foam to allow for Sil!V 4on.
• ..•...
4. Turn cover tile over"-$er;foam i,s�lied anc4"""
place onto pan tile course. Insure a imi;imum of
20(129 cm2) -25 (161.3 cm2)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
v
@MMJAMIj!)ADE-�O�—AllTY i NOA No.: 17-0322.03
a Explradon Date: 05/10)22
Approval Date: 04/27M
Page 11 of 11
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SECTION 1524
HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS i.
1524.1 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.
2. i, {
Renailing wood decks;When replacing roofing,the existing wood roof deck r� y have to
Oren iled in accordance with the current provisions of Section 84403.(The roof depk is usvlp••• ......
concealed prior to removing the existing roof system). •
�4an
Exposed Ceiling: Exposed,open beam ceilings are where the un ler d+e of the jot?fti�Fking
pp '
b viewed from below. The owner may wish to maintain the architectural a ince,cher "L9, •••••
roofing nail penetration of the underside of the decking may not be acceptable."I VPI)vides Ilb�tbon of •""
maintaining the appearance, 0* 00 7. • 0.00:0
••�•%
;6. '! — Overflow scuppers(wall outlets): It is required that rainwater flo ft Off sp that tbj toofis
of ov rloaded fro a buildup of water. Perimeter/edge wall or other roof extension may block this*.:
' discharge if ow cuppers(wall outlets)are not provided. It may be necessary to install overflow
sc° cco a ce with the requirements of Sections R4402,84403 and R4413.
9
wn gen' S' ature Date ntractor Signature Date
+-- I
Property Addres Permit Number
Revised on 7/9/2009 LD;07/01/2015;
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