RF-19-822Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 04/16/2019
Location Address Parcel Number
1005 NE 92ND ST, Miami Shores, FL 33138 1132050150150
Contacts
Permit NO.: RF-04-19-822
Permit Type: Roof
Work Clossificotion: Tile
Permit Status: Approved
Expiration: 10/14/2019
ALBERT WATSON Jr. Owner THE HOME DEPOT USA INC Contractor
1005 NE 92 ST, MIAMI SHORES, FL 33138 RAQUEL SWANNER
Other: 7864454698 2455 PACES PERRY RD, ATLANTA, GA 30339
Business: 9543360881
Inspection
Inspection Requests:
Description: RE -ROOF TILE AND LOW SLOPE
Valuation:
$ 35,380.00
4949
TO REPLACE EXPIRED PERMIT RF-9-18-2369
Total Sq Feet:
3,553.00
Amt Paid
Payments
Date Paid
Fees
LAmoun]t
Roofing Fee
Total Fees
$162.50
Check # 17706
04/16/2019
$162.50
Total:
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction an o Futhermore, ,I authorize the above named contractor to do the work stated.
Authorized Signature: Owner/ // Applicant / Contractor / Agent Date
April 16, 2019 Page 2 of 2
Miami Shores Village
Building Department
QR� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC Q ROOFING
Watson 10583556
Ic n I ri S
o4JIL11UJI
FBC 20
Master Permit No. j� C
Sub Permit No. i ` 0 1 �z
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1005 NE 92ND ST
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: 11-3205-015-0150 Is the Building Historically Designated: Yes NO
RESIDENTIAL ROOF
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Address:1005 NE 92ND ST
City: MIAMI SHORES
Tenant/Lessee Name:
Email:
ALBERT WATSON JR
State: FLORIDA
Phone#: (305)965-8460
Phone#:
p: 33138
CONTRACTOR: Company Name: The home Depot Phone#: 954-225-9539
Address: 2455 Pace Ferry Rd. C-20
City: Atlanta State: GA Zip: 30339
Qualifier Name: Raquel G. Swanner Phone#: 954-683-9982
State Certification or Registration #: Certificate of Competency #: CCC1331113
DESIGNER: Architect/Engineer:
hone#:
Address: City: State:2 Zip:
Value of Work for this Permit: $� 3s 3 80 Square/Linear Footage of Work: ✓,
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: RENEWAL REQUEST FOR AN EXISTING PERMIT
"T O f-�P I(DUb E-1- 1.01 - I P� ' CD
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $
Structural Reviews $
Training/Education Fee $
CCF
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ bZ - SU
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
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 exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature a�� y.�
OWNER or AGENT
The foregoing instrument was acknowledged before me this
�II ( day of 6, 20 Gl by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
DARIO NUNEZ
R
The foe ing instrument was acknowledged before me this
day of y , 20 I4, , by
who is personally known to
me Alho produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
�" Commission 0 GG 3ta707 ro`-_''`G.. u^rtio NUNEZ 70RRES
Seal: ;.,'�j Seal: �y� �►' ` ' Notary Public - State or Florida
aM1,.• MY Comm, Expires Mar Zt, 2023 ?�a��o Commission x
Bonded through National Notary Assn, o, moo; M GG r 27, 2
Y Comm. Expires Mar 2 t, 2023
8onde� through National Notary Assn.
****************************** ************************************************ * *
APPROVED BY Plans Examiner
Structural Review
********
Zoning
Clerk
(Revised02/24/2014)
y�`
Miami Shores Village
`yNORFs
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
�ORtDp'
Permit
Issue Date: 9/6/2018
Permit NO. RF-9-18-2369
Permit Type: Roof
Work Classification: Tile
Permit Status: APPROVED
Expiration: 03/05/2019
Project Address Parcel Number Applicant
1005 NE 92 Street 1132050150150
Miami Shores, FL 33138- Block: Lot: ALBERT WATSON
Owner Information Address Phone Cell
ALBERT WATSON 1005 NE 92 Street (786)445-4698
miami shores FL 33138-
Contractors) Phone Cell Phone
THE HOME DEPOT USA INC (954)336-0881
e of Work: Re Roof
itional Info: RE -ROOF TILE AND LOW SLOPE
>sification: Residential
nning: 3
Fees Due
Amount
CC F
$0.00
DBPR Fee
$0.00
DCA Fee
$0.00
Education Surcharge
$0.00
Permit Fee - New Roof
$325.00
Scanning Fee
$0.00
Technology Fee
$0.00
Total:
$325.00
Valuation: $ 35,380.00
Total Scl Feet: 3553
Pay Date Pay Type Amt Paid Amt Due
Invoice # RF-9-18-68784
09/06/2018 Credit Card $ 325.00 $ 0.00
Avauaoie
Inspection Type: I
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contract , q,' p t i , ork stated.
September 06, 2018
Authorized Signature: Owner / Applicant / Contractor j'� Agent " uate
Building Department Copy (/
September 06, 2018 1
13
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
IJl W 4-san 105 55
RECFTVlE
A013. 0 6 2018
i
FBC201-9�
Master Permit No.
Sub Permit No.
ROOFING ❑ REVISION ❑ EXTENSION ❑■ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1005 NE 92ND ST, MIAMI, FL 33138
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11-3205-015-0150 Is the Building Historically Designated: Yes NO
Occupancy Type: RESIC Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ALBERT-1WATSON Phone#: 786-445-4698
Address: 1005 NE 92ND ST
City: MIAMI State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email: ALWATSON65@GMAIL.COM
CONTRACTOR: Company Name: THE HOME DEPOT Phone#: 954-683-9982
Address: 2455 PACES FERRY RD C-20
City: ATLANATA
Qualifier Name: RAQUEL SWANNER
State Certification or Registration #: CCC1331113
GA Zip: 30339
Phone#: 954-683-9982
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 35,388.00 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of work: PERMIT RENEWAL FOR ROOF
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Permit Fee $ 32S w CCF $_
Radon Fee $ DBPR $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CO/CC $
Notary $
Double Fee $ _
Bond $
TOTAL FEE NOW DUE $ 32-5 - CA
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature (Sign
OWNER or AGENT CONTRACTOR
The foregoing instrumentwaswas acknowledged before me this The fore ing instrument was acknowledged before me this
day of !
' 1 20 by / 3 day of 2 20 �i by
who is personally known to / 1CG�i1 who is personally known to
me or who has producer /3,:75 —01.7D -V7 s me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
Seal
:ommission ff uu zuzuo
My Commission Expires
April 01, 2022
identification and who did take an oath.
NOTARY PUBLIC:
Sign: Aft
Print:
State 0f Florida -Notary Public
Seal: A®o\ Commission # GG 202085
My Commission Expires
"' April 01, 2022
APPROVED BY I Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
RICK SCOTT. GOVERNOR
JONATHAN ZACHEM, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESSAROFE!
CONSTRU
THE ROOFING
db"r
IONAL REGULATION
BOARD
►NDER THE
'UTES
I
EXPIRATIOft AL°- -` 31, 2020
Always verify licenses online at MyFloridaLicense.com
Do not alter this document in any form.
This is your license. It is unlawful for anyone other than the licensee to use this document.
o,
Miami Shores Village
`yNORes
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
'��oRioA
rm it
Issue Date: 1 /9/2018
Permit No. RF-1-18-58
Permit Type: Roof
Work Classification: Tile
Permit Status: APPROVED
Expiration: 07/08/2018
Project Address Parcel Number Applicant
1005 NE 92 Street 1132050150150
Miami Shores, FL 33138- Block: Lot: ALBERT WATSON
Owner Information Address Phone Cell
ALBERT WATSON 1005 NE 92 Street (786)445-4698
miami shores FL 33138-
Contractors) Phone Cell Phone
THE HOME DEPOT USA INC (954)336-0881
of Work: Re Roof
onal Info: RE -ROOF TILE AND LOW SLOPE
ification: Residential
Tina: 3
Fees Due
Amount
Bond Type - Contractors Bond
$500.00
CCF
$21.60
DBPR Fee
$4.88
DCA Fee
$3.25
Education Surcharge
$7.20
Permit Fee - New Roof
$325.00
Scanning Fee
$9.00
Technology Fee
$28.80
Total:
$899.73
Valuation: $ 35,380.00
Total Sq Feet: 3553
Pay Date Pay Type Amt Paid Amt Due
Invoice # RF-1-18-66077
01/09/2018 Check #: 15147 $ 899.73 $ 0.00
Bond #: 3605
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Proaress
Review Ro
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated.
January 09, 2018
Authorized Signature: Owner / Applicant / Contractor
Building Department Copy
uary
1
E Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
M9Ster Permit NV.
PERMIT APPLICATION Sub Permit No.-,
OBUILDING 0 ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑F LUMAING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION [] SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1 0CY5 M(5- CrZ S( M t~( S fI OQE FL "130
City Miami Shores County Miami Dade,-..
Folio/P4fc@l#: // 3Z05 015 — 0/ 60 Is the Building Historically Designated: Yes NO
Occupancy Type: ._. —.. Load:....,... . Construction Type:...... ,....:..:..._Flood Zone:...„:_ , ,`... BFE:.. _....,: FFE::....,,
OWNER: Name (Fee Simple Titleholder): Al bCPT V/476O,L/ Phone#:
Address: I M 5 ly(7;'
City: Gi l,4lL4 l � 2C� State: Zip: �3l ✓�
Tenant/Lessee Name: .Phone#:,,.,
-Email:
CONTRACTOR: Company Name.-.-T/1t5". *q _. 1�":.. J._:., .......: Phone#: CSy �36Q8y
Address: 'nZ 41S 5
City: /4%1,4 :. p3a
Qualifier Name: IEPO'Li< �GtX�✓)riW Phone#: ��J i 3-6032
c'Cc - r33/ �!
State Certification or Registration #:._ . ,.. _ ..... � . . .. . .:. ... ...:...Certificate of Competency #.
DESIGNER: Architect/Engineer: IJ ( P, Phone#:
Address: City: .State: Zip:
Value of Work for this Permit: $ rrss ISO Square/Linear Footage of Work: 35S3 •
Type of Work: ❑ Addition Lit- Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: Io A 1 SIO�
Specify color of color thru tile: C Aliepk, I-bty _ PMr- le, _ _ �A Md-p U
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ . Notary $ �...r..
Technology Fee $ Training/Educlation Fee $
Double Fee $
Structural Reviews $... _ _ Bond $
(Revised02/24/2014)
r TOTAL FEE -NOW DUE $ �� �•
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 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
whale property is subject to attachment. Also, a certiped copy of the retarded notice of comp"encerhent Must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
t--._---q1— day of C __, 20 17 __, by
Y who is rsonally known to
me or who has produced . I as
identification and who did take an oath.
NOTARY PUBLIC:
Print: _.._ =+° `�; Notary Public - State of Florida
•. . •E Commission # FFF 954807
Seal: =;�, P:� My Comm. Expires Dec 28, 2019
•''�° �� • Bonded through National Notary Assn.
Signature -
CONTRACTOR
The foregoing instrument was acknowledged before me this
a(o -. day of flteM6tt _-• 20 by
Rye L. 6- Sw(i nnol( who is personally know
me or who has produced _ .._...,_ as
identification and who did take an oath.
NOTARY
Print: ____._ _ M ' MOFWC5
MARIUSKA MORALES
Notary Public - State of Florida
Commission # FF 220108
My Comm. Expires Apr 13, 2019
*+t�R+RtR+Ri+t+Rl+Rfft�#it�Rlff�tiffft�Ri ti+t 3+ttt #+k+R i�tlt�R+�##+��R� +�i��
APPROVED BY __ _ Plans Examiner
Zoning
Structural Review
(Revised02/24/V14) / O �� 5
Clerk
Miami Shores village
Building Department
10050 N. E.2nd Avenue
Miami Shores, Florida 33198
Tel: (305) 795.2204
Fax: (365) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE.
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Viilage Building Department
10050 NE 2nd Ave
Miami Shores, R 33138
lie: Owner's -Name: Aei � Wa�so�.l
Property Address: Ms .l e q2 is i'
Roofing Permit Number:
Date: 12. 1 t b 11-4-•
Dear Building Official:
I _ _A6 ft W64eka - certify that I am not required to retrofit the roof to wall connections of my
bui ing because:
The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
AI b�_Lmtr,A,,
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn,deposes and says that he/she is the owner for the above property mentioned,
Sworn to and subscribed before me this __ C
- TT
.` "8y Pig �LA
Notary Public - State of Florida r
°' : • Commission # FF 954807
Notary Public, Sate of Florida at Large 'N'.',FOFv�Q;:�:c MY Comm. Expires Dec 28, 2019
Not
ary Assn.
When tit just valuation of the structure for purpose of ad valoremTaxation is equal to or more than $300;000:110, and the_ buildiry was not constiubted with FBC nor a 1994
SFBC. Then you. must provide a budding application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
WILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date: 1 z1t1b
10050 NE 2nd Ave
Miami Shores, FI 33138
Re : Owner's Name: AeiA W4LA-*1,
Property Address: t065
Roofing Permit Number:
Dear Building Official:
I Mke(' Wat%d ' certify that I am not required to retrofit the roof to wall connections of my
bui ing because:
The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00, Please attach proof of ad
valorem taxation,
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (19944 SFBC)
Signature Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned,
Sworn to and subscribed before me this _ 13
LAKKY BUHNETT
Notary Public - state of Florida
_' * + • = Commission # FF 954807
Notary Public, Sate of Florida at Large °FF��°,:�'' MY Comm. Expires Dec 28, 2019
otary Assn.
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.Q0, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
0
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
• • ••••
Florida Building Code Sth Edition (2014)
••••••
High -Velocity Hurricane Zone Uniform Permit Application Form. • • • • • • •
•
• • • • • •
Section A (General Information) ."". •""•
.... ....
.....
Master Permit No. Process No ': ' '.:..'
......
Contractor's Name THE HOME DEPOT USA :":':
•
• • •. • •
Job Address 100"; t4 a oZ 5r
ROOF CATEGORY • • •
�. Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
13. New Roof Ixi Reroofing :,u Recovering » Repair i Maintenance
ROOF SYSTEM
/ INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 1326q Total (SF) 3553
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
15.32 FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING
Appt:
Job #
Miami/Dade
Length Diagram
Sales Contact:
Field Inspector:
30
Note: This diagram contains segment lengths (rounded to the nearest whole numbers) over 5 feet. In
some cases, segment labels have been removed for readability. Plus signs preface some numbers to
avoid confusion when rotated (e.g. +6 and +9)
Bi- Medlinti eat; Prow&.a by �EAGLEVIEW
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
-2,.�.( 7 ....
Florida Building Code 5th Edition+20-U ••••••
High -Velocity Hurricane Zone Uniform Permit Application Form. " ' • • •
Section- E Tile Calculations ��•;•�
For Moment bused tile systems. chome cithel' \Irlhod I or �. l onlp:ur Ihr ,:dues f or \1� ,cuh die ,;dues I eon \11. II' the \d1 «�hs.ur grcaler Ihttl,.,� •
equal to the Mr values. ror each area ul'the will. Ihrn the 0000 •. • •
\•lethud I ' \Lnnrm li:nrd I-dr ( alrtdauums Pei RAS 1 27' • • • • • • • • •
0000
Iho,hicl :\ppro, :d \d1 ri'�• • •
(P : �ja'' x1�' _:Q•0V I. \I;:6 6S _ \I,.12•s+ I'roducl:\ppw%:Il MI . N5'S• • •
......
\;�li�' x1l � ��.\I;• <\1,;`��7 I'rwlucl:\pproval\1t."5.g�_. • •
•• •
Mill, 12.'Siml,hli' d I dl r (':drul;wnm I'er `.ihlc Iiclua...
Required Moment of Resistance (Mr) Primi T.ibic 13chm Prn,11IC1
Mr required Moment Resistance*
Mean Roof Height i
Roof Slope
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
412
30.4
32.2
33.8
35.1
37.3
6:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
*Must be used in conjunction wilh a list of nN+ItlCltl ha""I lily "'IC11" rndur.cd h, the Itnovard Uounly Board of Rules ❑nd Appeals.
For Uplift based tilesystems use Method ;. ('untIli ral Ihr ,;durN fill I „IIli Ihr , alucs lm 1-1. II Ihr P' %:dues ;u'c greater t,an m etli and lu the 1:1 values.
for each area of the roof, then the the at achmem nn'l hod i. arccplablr
\Iethod 3 " \bnncm lia.rd III, (':dod;,tiuns Per kAS I'T'
(PI: x L = x w; _ ---) \\ , ��. N = I'I I ..._ I'rud url Approval F, --
(P2: x L = x w: n .. - 11' -- Ih'oducl :\ppnn;II I:'
(P,: __ x L = x \v: _ _. \\ .. .__ ' ci+. /t _ .. = 1', I . .. _ Produo Appi m al P' --
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or 112 ur 1';
kAS I.'.7lhhlr I It M ;m cnelnccring anal\sis picp;ircd he N: hexed un AS('I' 7
Mean Roof Height
I I
nh .tiuc
IohSilc
Roof Slope
0
Aerodynamic Multiplier
Restoring Moment due to
Gravity
\,Ik
Attachment Resistance
Mt
Produrl Appnn.d
Required Moment Resistance
NIL
c';drul:urd
Minimum Attachment
Resistance
I''
I'rodurt:\ppn,al
(':III lk'wd
I+rodu"l :\ppro,al
Required Uplift Resistance
Pr
Average Tile Weight
\\'
1.= lenclh
Tile Dimensions I'rodurl .\ppo"..I
W=,,Will
All calculations must be submitted to the huilt lit_ idlirlal ;It the lien' I -I p' nun :gy,heal 1111
:::3i:
FLORIDA BUILDING CODE Sth Edition (2014) - BUILDING 15.35
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
"mil � ••••
Florida Building Code 5th Edition (204 •••••�
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System) •••`•• •
Roof System Manufacturer: EAFile '•• e
r6► �roc�uc5. •
Notice of Acceptance Number: '
Minimum Design Wind Pressures, If Applicable (From RAS 127 or ••� ••
Calculations
1: ' 3g• 1 P2: - (08`') P3: '!00'?-
AJ!5. s
Steep Sloped Roof System Description
Deck Type: 5/0 P/yW604
Type Underlayment: 30 L6.
Roof Slope:12 __.. --.. --. — .— — -- --
Insulation: FN�/�
i
Fire Barrier: NrA I
Ridge Ventilation?, f \ Fastener Type & Spacing:: )4-rS A4lf 5 �s�� n 44P5
Adhesive Type:
Type Cap Sheet: Pad S1'IGJ4 ry PLUS -
Mean Roof Height: Roof Covering: C,pNcrefe T tes
Type & Size Drip Q
3 A ( - 26 q
Edge: � f
15.34 FLORIDA BUILDING CODE5th Edition (2014) — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2&t4fo,.•*;
High -Velocity Hurricane Zone Uniform Permit Application Form. • • • • • •
: 0 0 0 0 0 • • •
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is not used, identify as "NA")
System Manufacturer: MULE -HIDE
Product Approval No.: 14-0326.03
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1:40.1 Pmax2:67.2 Pmax3:101.1
Max. Design Pressure, from the specific Product
Approval system: 67 5
Deck:
Type: PLYWOOD
Gauge/Thickness:-5/8"
Slope: 1/12
Anchor/Base Sheet & No. of Ply(s): N/A
Anchor/Base Sheet Fastener/Bonding Material:
NIA
Insulation Base Layer: POLY-ISO-1
Base Insulation Size and Thickness: 1.5'X4'X8'
Base Insulation Fastener/Bonding Material:
HOP FASTENER & 3" MULE -HIDE PLATES
Top Insulation Layer: DENS DECK (GYPSUM)
Top Insulation Size and Thickness: 1/4'X4X8'
Top Insulation Fastener/Bonding Material:
HPD FASTENER 8 3. MIIIF-HIDE PLATES
Base Sheet(s) & No. of Ply(s): N/A
Base Sheet Fastener/Bonding Material:
N/A
Ply Sheet(s) & No. of Ply(s): N/A
Ply Sheet Fastener/Bonding Material:
Top Ply: MULE -HIDE 60 MILL TPO-C FR
Top Ply Fastener/Bonding Material:
OMC- XHD FASTENER WITH OMC 27�n BARRED XHD PLATES WELD SEAM
•
•••••• • •
Surfacing: N/A ---- ;••
.... •••. •••
Fastener Spacing for Anchor/pppf.Sheet �4tta.crment: . .;
• • • . •
•. •. .•.• ...
Field: 6 " oc @ Lap, # Roin.�... @ 72 " pc
• ...
Perimeter: 6 " oc @ Lap, # Rov%s '7'2 'oc
• • ...
.. • .. .
Corner: 6 " oc @ Lap, # Rows 1 @ '3F� �'•oc
Number of Fasteners Per Insulation Board:
Field 8' Perimeter 8' Corner 12'
Illustrate Components Noted and Details as `
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing,
Continuous Cleat, Cant Strip, Base Flashing, Counter -
Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base
Flashing, Component Material, Material Thickness, jjastener
Type, Fastener Spacing or Submit
FLORIDA BUILDING CODE 5th Edition (2014) — BUILDING 15.33
EdSe Metal Approved Sentmd
Corrtbtous Cleat
One Gauge Henvia
Thilt file Edge Metal
r A41Uered 5lnt�lP • • • •
Piy Mendht nne S/rq►'
(Approved Fasteliers.
,IIP :4" O►r .
Mechanically Fastened or Adhered
Single Ply Membrane
Base Layer &
Optimial Top Layer
Of h1snlation
,
ROOt Deck
Provide Component Information
Roof Mean Height: 10' p.
Edge Metal Type and -Size: 3" face 26 alv
Continuous Cleat: 24 Oaly
Surfacing: We
Single Ply Membrane Type: Mule- Hide TPO-c FR 60 Mill
Top Insulation Layer type. DENS DECK Gypsum) 114" X 4' X 8'
Base Insulation Layer Type: POLY I80-1 1.6" X 4 X 8
Wood Nailer Type & Size: 2X8 pressure treated lumber
Wood Nailer Attachment: 2-161) nails - I W o/c
Deck Type: I We plywood
.Y.•
•Y.•
7Z •
E N G C O, Inc.
Engineering Services - CA 8116
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-6846
Email: Engco@AOL.com
REF.#: 17-915 Date: 12/20/2017
Contractor RRP Construction
3405 NW 9th Ave - Fort Lauderdale, FL - 33309
Job: Private Residence . • •.
1005 NE 92nd Street Miami, FL - � • • •. �
Design by: PEDRO DE FIGUEIRIODO, PE 52601 •.0: •
•
Wind Load Calculation for Components and Cladding - ASCE/SEI 7-10 (method 2) •
Florida Building Code 2014 •••„•• ••
Eave Height
15
Feet
Cladding Elevation
15
Feet
Minimum Width
61
Feet
Roof Slope
5
Degrees
Risk Category:
II
Basic Wind Speed
175
mph
Low -Rise Buildings withWH<='601-•'
Building does qualify as a Lol;ise • •
•• • •• •
.•
•• •
Gable Roofs F< 7 degrees
Use FBC Figure 1609A Cat II
FBC 1620.2 - HVHZ -175 mph Dade County & 170mph Broward County
Exposure C a Zg L
(Section 26.7) 9.5 900
Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country , grasslands
Building Type Enclosed [ _I
( Enclosed, Open, Partially Enclosed - Section 6.5.9) Use section 6.2 definitions
Kd - Table 26.6.1 0.85 0.85
Kz - Table 30.3.1 0.85
Kh - Table 30.3.1 0.85
'Kzt -Section 26.8 1.00 To be used when hill height H >= 15'
,Velocity Pressure (qz)
56.57
Psf
Velocity Pressure (qh)
56.57
Psf
;Tributary Area
10
ft2
jGCpi ( Int. Pressure)
0.18
-0.18
GCp ( Ext. Pressure)
zone 1,2,3
(+) 0.30
Fig. 30.4-5a (Monoslope Roof)
r
zone 1 (-)
-1.00 zone 2 (-)
Wind load Psf
positive
negative
Psf
Psf
Wind load combination factor
0.6
0.6
zone 1
16.3
-40.1
zone 2
16.3
-67.2
zone 3
16.3
-101.1
End zone (a)
72
INCHES
qz=0.00256 . KZ. Kzt . Kd. VA
qh=0.00256 . Kh . Kzt . Kd . VA
Table 26.11-1
-1.80 zone 3 (-) -2.80
p= qz [(GCp)-(Gcpi)] (eq. 30.4.1)
Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller.
Also (a) must not be less than either 4% of the least dimension or 3 feet.
ENGCO INC HAS NOT VISIT THE JOB SITE. INPUT DATA PROVIDED BY CONTRACTOR.
THIS WIND LOAD IS VOIDED IF FIELD CONDITIONS DIFFER FROM INPUT DATA
:THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED
THE PRODUCT APPROVAL DESIGNED RATING.
Sheet W
Section 30.3.2
Section 30.3.2
DEC 10 2017
PEDRO DE FIGUEIREDO, PE 52609
NOT VALID WITHOUT SEAL
47k'o E N G C O, Inc.
Engineering Services - CA 8116
1791 Blount Road unit 907
Pompano Beach - Florida - 33069
Tel: (754) 307-1319 Fax: (754) 205-6846
Email: Engco@AOL.com
REF.#: 17-915 Date: 12/20/2017
Contractor RRP Construction
3405 NW 9th Ave - Fort Lauderdale, FL - 33309
Job: Private Residence
••••
1005 NE 92nd Street - Miami, FL - • •
Design by: PEDRO DE FIGUEIRIDOAF%52609 • • • •
•
•••••• •
System Manufacturer:
Mule -Hide Products Co., Inc. see* • • • •
Product Approval #:
14-0326.03 •"'" '
• • • • •
Deck Description:
19/32" or greater plywood or wood plank
System Type:
"D" Membrane mechanically attached over preliminarily fastened insulation i • i • •
Vapor Retarder:
Optional •' • •
Barrier:
1/4", 3/8", 1/2" or 5/8" gypsum • • '
Insulation:
Insulation Layer:
Mule -Hide Poly ISO-1 minimum 1.5" thick I
i
Note:
All layers of insulation and base sheet shall be simultaneously attached. Insulation shall have preliminary
attachment, prior to the installation of the roofing membrane. At an application rate of 2 fasteners per board for
insulation boards — 4ft and 4 fasteners for insulation boards — 8ft.
Board Size:
4 ft x 8 ft
# of Fasteners
8 Rating: 67.5 psf
Negative
# ZONES Pressure
8 zone 1 field -40.1 psf
# of Fasteners Required for
each insulation !ward:
8 zone 2 perimeter -67.2 psf
12 zone 3 corner -101.1 psf
Membrane:
Membrane Type: TPO-c, TPO-c FR, TPO-c Extra, Reinforced, secured through the preliminarily attached insulation as specified
Fastening Description: OMG XHD fasteners with OMG 2 318" Barbed XHD Plates 6"oc through the membrane in the 5 1/2" side lap in
rows spaced at 6"oc followed by applying a 1 1/2" wide heat weld.
(1) Fastening Rating (psf): 67.5 psf
RAS 137
Side lap
5.5
inches
r
72
inches
NOA Sheet Width/ Row spacing
Side Lap Fastener Spacing
6
in oc
Square feet per fastener
3.00
feet
Fastener Value:
203
IV
Negative
Side Lap
Maximum Row
Pressure
Fasteners
Spacing Sheet
Zones
(psf)
Spacing
Width
zone 1 Hold
-40.1
6
72
zone 2 perimeter
-67.2
6
72
zone 3 comer
-101.1
6
36
Maximum extrapolation
189
psf
Min. Fastener separation
6
in oc
DEC 20101]
PEDRO DE FIGUEIREDO, PE 52609
NOT VALID WITHOUT SEAL '
MIAMbRi)
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.miamid��/ nomy
. .... ......
Eagle Roofing Products LLC '
1575 East C.R. 470 • • • • •.
Sumterville, FL 33585
.... .... . .
.... .... .....
SCOPE:
...... . .. .....
This NOA is being issued under the applicable rules and regulations governing the use of coastraetion ma". Ms. The • • • • • •
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Prcl t l Qontrol Se('tion to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdicotion (AHJ).:...:. ""'
.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Co4ldl.$ection'
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to havMhis
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: Medium Profile Concrete Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.16-0314.07 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino
NOA No. 17-0822.14
MIAMFOADE COUNTY Expiration Date: 10/05/21
. • • Approval Date: 10/26/17
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
....
. . .... ......
...... . ......
This approves a system using Eagle Roofing Products Medium Profile Concrd9%. re, as manufactured •
by Eagle Roofing Products LLC in Sumterville, FL and described in Section-2 of tl i1s•�tice of •
Acceptance. For use in locations where the pressure requirements, as determined0151 applicable Building%
Code, do not exceed the design pressure values obtained by calculations in cbh PlUnce WitIOZ.AS 1210 •
.. .. .... ......
using the values listed in section 4 herein. The attachment calculations shall b� do;;; s a moment based
system. '
. . . . ......
: 000 ' :... • :
so 0
2. PRODUCT DESCRIPTION:
• • •
1. SCOPE:
Manufactured by
Test
Product
Applicant
Dimensions
Specifications
Description
Medium Profile Concrete
Lenght = 17"
TAS 112
Low profile, interlocking, high pressure extruded
Tile
Width = 12'/s"
Type lb
concrete roof tile equipped with three nail hole
Thickness='/2"
Class III
and double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications.
Trim Pieces
Lenght = varies
TAS 112
Accessory trim, concrete roof pieces for use at
Width = varies
hips, rakes and ridges. Manufactured for each tile
varying thickness
profile.
2.1 EVIDENCE SUBMITTED:
Test Agency
Test Identifier
PRI Construction
ERPF-001-02-02
Materials Technologies
Redland Technologies
7161-03
Appendix III
Redland Technologies
7161-03
Appendix II
Redland Technologies
P0402
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Test Name/Report
TAS 112
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Withdrawal Resistance Testing of
screw vs. smooth shank nails
94-060B Static Uplift Testing
TAS 101 (Adhesive Set)
94-084 Static Uplift Testing
TAS 101 (Mortar Set)
P0631-01 Wind Tunnel Testing
TAS 108 (Mortar Set)
Date
Aug. 2006
Dec. 1991
Dec. 1991
Sept. 1993
March, 1994
May 1994
July 1994
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 2 of 7
Redland Technologies
Professional Service
Industries, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
APPROVED
Letter Dated Aug.
Wind Tunnel Testing
1, 1994
TAS 108 (Nail -On)
224-47099
Physical Properties
TAS 112
25-7094-1
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Direct Deck, New
Construction)
25-7094-7
Static Uplift Testing
TAS 102
.(4" Headlap, Nails, Battens)
25-7094-4
Static Uplift Testing
TAS 102
(4" Headlap, Nails, Direct Deck,
Recover/Reroof)
Project No. 307025
Wind Driven Rain
Test 4MDC-76
TAS 100
25-7183-1
Static Uplift Testing
TAS 102
(2 Quik-Drive Screws, Direct Deck)
25-7183-2
Static Uplift Testing
TAS 102
(2 Quik-Drive Screws, Battens)
25-7214-2
Static Uplift Testing
25-7214-6
TAS 102
(1 Quik-Drive Screw, Direct Deck)
(1 Quik-Drive Screw, Battens)
528454-2-1
Static Uplift Testing
520109-2
TAS 101
Evaluation
Two Patty Adhesive Set System
Calculations
Evaluation
25-7183
Calculations
Evaluation
25-7094
Calculations
Evaluation
25-7496
Calculations
Evaluation
25-7584
Calculations
25-7804b-8
25-7804-4 & 5
25-7848-6
Calculations
Aerodynamic Multiplier
Calculations
Restoring Moment Due to Gravity
Aug. 1994
Sept. 1994
Oct. 1994
pct. 1994.
.... •..•
.. • ..Oct. 19q�..'
000000
......
• • . ..
Oct. 19N • •
Feb. 1995
Feb. 1995
March, 1995
Sep. 1998
Dec. 1998
April 1999
March 1995
February 1996
April 1996
December 1996
Sep. 2006
Sep. 2006
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 3 of 7
ATL of South Florida
ATL of South Florida
3. LIMITATIONS:
RT1211.03-15
TAS 112
12/17/15
TAS 112 09/25/17
. . .... ......
3.1 Fire classification is not part of this acceptance.
...... . ......
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance witV f AS 106 sr�ll.be ; • • • •;
required refer to applicable Building Code. 000000 '
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to pwfQrm quarter L�► test in • • • • •
accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami-li4de County Product••••;•
Control Section for review. '
3.4 Minimum underlayment shall be in compliance with the applicable Roofing ApplicAtions Standards listed • • •
section 4.1 herein. •' •' •'
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope urflgVgftted
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable Building Code.
3.7 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.
RT0706.02-17
4. INSTALLATION
4.1 Eagle Roofing Products LLC, Medium Profile Concrete 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 -I (ft)
Width-w (ft)
Medium Profile Concrete Tile
9.5
1.417
1.04
Table 2: Aerod namic Multipliers - ft3
Tile
Profile
X (ft3)
Batten Application
X (ft3)
Direct Deck Application
Medium Profile Concrete Tile
0.305
0.2
abl : Restoring Moments due to Gravity - M. ft-Ibf
Tile
Profile
3":12" 1
4":12"
5":12"
6":12"
7":12" or greater
Medium Profile
Concrete Tile
B ens
Direct
Deck
attens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
6.30
6.65
6.21
6.54
6.08
6.41
1 5.93
6.25
1 5.77
6.08
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nail -On Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32" plywood)
(min. 19/32" plywood)
Medium Profile
2-10d Ring Shank Nails
27.8
37.4
..26.8
Concrete Tile
1-10d Smooth or Screw
8.8
11.8
'..A •.
Shank Nail
'
0,600
2-10d Smooth or Screw
16.4
21.9 ......
• •
Shank Nails
...:..
0 •
1 #8 Screw
25.8
25.8 ....
• •22.9 •
0.
2 #8 Screw
47.1
47.1 . • • •
• •49.1 • •
1-10d Smooth or Screw
24.3
24.3 • • • • • •
24.E • •
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
' a3 .2
Shank Nails Eave Clip)
2-10d Ring Shank Nails' 43.0 67.5 50.9
1 Installation with a 4" the headiap and fasteners are located a min. of 2'/i' from head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Medium Profile Concrete Tile
Adhesivez
26.13
2 See manufactures component approval for installation requirements.
3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams.
ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment Resistance
Medium Profile Concrete
Tile
ICP Adhesives Polyset® AH-160
86.614
ICP Adhesives Polysetm AH-160
45.55
4 L lacement of 54grams of ICP Adhesives Polyset®AH-160.
Medium paddy cement of 24grams of ICP Adhesives Polyset®AH-160.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Medium Profile Concrete Tile
Mortar Set'
20.60
1 Tile-Tite Roof Tile Mortar.
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 5 of 7
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved".
�ah)k
. .
....
......
0
•
V
..
......
•
EMM%
�M%
EAGLE
00000*
0 0
0 ,
00:000
0::::.
.00:0
0
0 0
. . 0
00 94
go:*
..•...
FLORIDA
. .
..
......
.
.
•• •
•• •
• •
(LOCATED ON UNDERSIDE OF TILE)
• • •
OR
EAGLE FL
(LOCATED ON FRONTSIDE OF TILE)
MEDIUM PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 6 of 7
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by AHJ or applicable Building Code in order to properly evaluate the
installation of this system. 0000
. . ...•
PROFILE DRAWING •� #00600
•....• .
•
y �r
MEDIUM PROFILE CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 17-0822.14
Expiration Date: 10/05/21
Approval Date: 10/26/17
Page 7 of 7
MIAMI-DADE COUNTY
MIAMM
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.1!ov/eeonomv
ICP Adhesives and Sealants, Inc.
12505 NW 44' Street
Coral Springs, FL. 33065 .�,.
. . • . • • • • • • • •
SCOPE: '
This NOA is being issued under the applicable rules and regulations governing the use of coltstructiot materials. Ve "'
documentation submitted has been reviewed and accepted by Miami -Dade County RER-PrQiy�,t Control Section to:ba • •
..
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdittip" AHJ).', 0 0, • 0 * 0 0
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Coue oty Mduct tonlrod Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve VAS igbt to have this product : •
or material tested for quality assurance purposes. If this product or material fails to perform in th$ accepted ryanner, 44e,. %
manufacturer will incur the expense of such testing and the AHJ may immediately revoke? modify, or 169II&M the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acce.�PPtanee, if if Ss".
determined by Miami -Dade County Product Control Section that this product or material fails to meet theYequirements
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: ICP Adhesives Polyset® 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.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
MIAMMADE COUNTY
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as describe(
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined byhaQ�rcable
building code, do not exceed the design pressure values obtained by calculations in complian�jwjh Roofing•
Application Standard RAS 127. For use with approved flat, low, and high profile roof tile Wy wvg usingI"CP• •
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product
Dimensions Test
Specifications
ICP Adhesives
N/A TAS 101
Polyset®AH-160
ICP Adhesives Foam
N/A
Dispenser RTF1000
ICP Adhesives ProPack®
N/A
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
Product ham i(riptidg'
00000
00000
Two component po�yurgtlhane f(gamradhes�,e •
Dispensing Equipment • • •
Dispensing Equipment
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Proper Test Results
Density ASTM D 1622 1.6 lbs./ft.3
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 @ -400 F., 2 weeks
+6.0% Volume Change @158'F., 100% Humidity, 2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
MIAMtiQADECOUNTY NOA No.: 17-0322.03
' , , � Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aeency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-1 PA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[l]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
SSTD 11-93
SSTD 11-93
ASTM D 1623
••••••
ASTM E 108
ASTM E 108
.....
ASTM E 84
TAS 114
• • •
ASTM D 1623
TAS 101
TAS 123
TAS 101
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
1 Vp;(95
r2/1?195
blCr1 44
....
04%3�1'/93
11 / L6/94
p]/1C(95
Q01 *96
WI8%l2
02/21 / 12
10/23/98
12/28/98
03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset® 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 ICP Adhesives Polyset® 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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 3 of 11
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof the 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„adjrsive
attachment data is noted in the roof tile assembly NOA. •
. . .... ......
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance wrtN Roofin$Af4ication
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and l&Jgtenance Booklet. • • • •
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licenseJlcA CP Ad4esise%and •
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicat6f?tb the authbfity havirfg; • •
.. .. .
jurisdiction. ..0090 ••..•
.. .. ..........
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment isq egxire d before application go
of any adhesive. The mix ratio between the "A" component and the "B" component shall bo maintained between •...
1.0-1.15 (A): 1.0 (B). •
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 8:IC- P'
Adhesives ProPack® 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset® 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 ICP Adhesives
Polyset® AH-160 has been dispensed.
9. ICP Adhesives Polyset® 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.
MIAMNQADE COUNTY NOA No.: 17-0322.03
,II , , , � UN Expiration Date: 05/10/22
FINApproval Date: 04/27/17
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Minimum Paddy Contact
Minimum Paddy Gram
Tile Profile
Placement Detail
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
•.Q••
Low Profile
92
12-14 sq. inches
: 30 •
High Profile
#2
17-19 sq. inches ...;..
• •: • • •
3Q +
Flat, Low, High Profiles
#3
Two Paddys: 8-9 sq. inches a4""42
gra1115'l1E'r 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.
IaE �t~r
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
NOA No.: 17-0322.03
MAMI•DADE COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # I
Itotll=hplastkt.ramd FadetirlmanaathTM
IN. wqulrodl,
640W� Woo"
2 In
.t
Es"Closurr—
Nail throush On do oement
(wh" requiretQ
io , a Zr•
ftattmns Optional
to in
two Claws
two Course`•— Fasda
KA lhraugb pl.Nfc l'•eldj (iA.pwChTll�F
(mre en q�sl► s
Uk4dtrtsy% "".t o
epttanat .� J/'/
li F,we Cavrse
w"phek
cane d rsure
MIAMI-DADE COUNTY
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned w shown,
under the strengthening -rib closest to 4l& overlock.....
of the tile being set. • • •
...... . ......
2. Continue in same manner.•fnsure approximately I7...:
(109.7 cm) — 23 (148.4 *m square in` Fiadhesi `e • •
contact with the undersi4e,4tthe tile, •; • • •
.. .. ..a. ......
....a. .
. . . . ......
Medium Profile / Double Pan Tile • • •
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm') — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
Flat/Low Profile Tile
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 show n Mnder the
• • •
strengthening rib of the the j losest to the ov*rlock off' •
the tile being set. Insure aWp;�jrpately;1471t".7 CN2).0;
— 23 (148.4 cm2) square incb,aWwsive contact with the
underside of the tile. .... ....
.
.... .... .....
At the second course, apply4 M Dimunt 2; mn �5Q.8t)• • • •
x 7" (177.8 mm) x 1" (25.41nfil foam pddd� onto tfld • 0:0
underlayment positioned as'sW,4n under t11e
• ... . ..
strengthening rib closest tithe Qverlockcrf4t;e tile .•
being set. •.•.••
. .
.. .
.
Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12(77.4 cmz) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
trdean required] kiddy lB• hrlr8
1
Ea afts apdoe,sl
A
Eerc cry ' r.:
'k
* wtegaho
Drip edge
APPROVED
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) fpafi paddy
onto the underlayment posk oaed as shoW finder the
pan portion of the tile closest to tine ovar" of the •
.•e•.• • ......
tile being set. Insure appro ale�ly 17 (109.7 cm
2) ; •
23 (148.4 cm2) square inch gdbgsive cor444 with the•••';
underside of the tile. 000000 000000 00000
••e.o• . •• •eee•
2. At the second course, app1ra Minimum fb' (4.8mm)o • •; •
x 7" (177.8 mm) x 1" (25.JMCr�:foam paddy onto the •.
underlayment positioned as shown undoes thapan """
portion of the the closest tet he osverlock of the tile • • • •
being set. •
3. Continue in same manner. Insure approximately 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Wall through plastic cement Paddy (between tiles)
(when requb*dl
taattensoptional "
' ftd y otn►tier tile)
singlepaddy 1
an top of tie r
4x411L
le pad
Uri
ingle
on paddy
ymenR z x 4 in.~
e
atria �;
`-2 in. Fascia
Em closiue
Flatttow Proftle Tile
Nail through plastic cement
Single paddy under tie
(when naquired)
Paddy (between ties)
Battens
Paddy (under Wel
optional
on off tile
4x4hL
2x4in. �-�
mm�qq
unde& tre
y�
to in
2In.
Eave Closure
Eare Coarse
fascia
Medium ProflleTile
APPROVED
1. On the eave course only, apply a minimum 2" (50.8
mm) x 10" (254 mm) x V (25.4 mm) foam paddy
onto the underlayment positioned as shown, under
the strengthening rib for flat tile or und"Ahe pan
portion of the tile for low or+ljgh profile+tife closest • •
to the overlock of the tilt,' being set. tggyC •
approximately 4" (101.81rifIri *up from the eave
edge free of foam to prevent the expanded adhes>vue•..:
from blocking the weep ` [ejr Insur� •
approximately 17-23 inJjQ9.7-148.4 c") of �; •
adhesive contact with tbg%WtrsideWlbgtile ......
•
• • • • ••••••
2. Apply a 4" (101.6 mm):c 4"�101.6 fhm) x l" (2%4...;
mm) foam paddy onto the'underlaywH16 f ilst beldw
the second course line positioned foam paddy
under the strengthening rib for flat tile, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in' (51.6-58.1 cm') of adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of 11
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
bail through plwdc
Siingie paddy under life
tvAen required)
Paddy Omtween tiles)
eattern
optional
paddy {under tile)
-`i
on and
4x a in.
.�
ye 2 x d in.
on
PtHe `•
Eave Course -
asda
Weephaie
coin. in.
Eave dosure
Dtip edge
High ProfiteTne
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4"
(19 mm) paddy on top of the eave course tile
surface as shown, on top of the strengtrgping rib
for flat tile or on top of the pan port?bA Vithe tile.. • • • •
closest to the underlocR of lU first course of tile.
Install second course o€1i4o.okisure npproximatel b •.:.
9 (58.1 cm') - 11 (71 cm4)4q ure inch adhesive 1, • ...
e
contact with the under 8e t'fjhe tilQ at tile. overldp •
and 7 (45.2 cm2) - 9 (58.' *eL 12) squart'lith
adhesive contact with the nMrside:of Methe at.....
the head of the tile. CoNpyg jn same njanner. •
0000,10
. . . . ••••••
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch applications
in contact with the pan tile. (when required)
2) Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Than install the tile. Ensure 20 to
25 sq. in. contact area, �—
Underlayment
Eave closuri
(motar shown)
Fascia
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave fine.
Two Piece Barrel - High Profile Tile
MIAMI•DADE COUNTY
Two Piece Barrel (Cap and Pan) Tile....
. . .... ......
1. Starting at the eave cdwf.8, Apply a minimum 2" •
(50.8 mm) x 10" (254**"i x 1" (2VI min) foarc • •' •
paddy onto the underlaytf?" positioned as ; e e • e
shown under two adjVthr pan tiles.•9di3port ea6e •
• •• •••••
tiles from rocking until•a•dhesive has•a chance to • •
•••••• • •• •••••
cure.00
•
•
•
2. Continue in same ma*erbrtngingotwo pan ......
••••••
courses up toward the.ridg& Insurom •
......
approximately 65 (41 1.41•cm2) — 70•(04� ]tf cm2)• •
square inch adhesive contact with the•udderside
of the pan tile.
Turn covers upside down exposing the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course. Insure a minimum of
20 (129 cm2) - 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
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 11
Of
SECTION 1524
HIGH VELOCITY HURRICANE ZONES = REQUIRED OWNERS NOTIFI&I16N FOR R0* OFING •
CONSIDERATIONS• • • • • • • • • • • •
.... .... . .
IS24.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor�tgpFovide the pntbr with.....
the required roofing permit, and to explain to the owner the Content of the section. The Muitions of Section R4409 • •'
govern the minimum requirements and standards of the industry for roofing system ingtallaticins. Addi"Iy, the • • • ; •
following items should be addressed as part of the agreement between the owner ant the pptractor. Tfte owner's %
initial in the designated space indicates that the item has been explained. • • • • """
2. l Renailing wood decks: When replacing roofing, the existing wood roof deck may have to
be renaifed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
4. Jv� Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof deckin
g
can be viewed from below. The owner may wish to maintain the architectural appearance; therefore,
roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of
maintaining the appearance.
S.
_Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeterledge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements t
I Ai
Owner/Agenfs Signature Date
(005146 q'2 67
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
M I a
MIAMI-DADE COUNTY
�
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA)
omy
Polyglass USA Inc.
• • :...:. •
1111 W. Newport Center Drive
...... . ......
Deerfield Beach, FL 33442
.
.... .... .
SCOPE: •••••• • •• •••••
This NOA is being issued under the applicable rules and regulations governing the use of ceAstraction m:ttials. Th(!• • •: •
documentation submitted has been reviewed and accepted by Miami -Dade County RER - P:&14 t:Control Section to be to
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiection AHJ) • • •: • t • • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountyVroduct CoAtro4*5ection •
(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.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews and revises NOA No.] 5-0410.04 and consists of pages 1 through 8.
The submitted documentation was reviewed by Freddy Semino., Re
NOA No.: 17-0614.22
MIAMFDADE COUNTY Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 1 of 8
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
Test Product
Product
Dimensions
Specification Description
Polystick IR-Xe
65' x 333/8"
ASTM D 1970 A fine granular/sand top surface self -adhering, APP
Manufacturing
Or 65' x 3'
polymer modified, fiberglass reinforced, bitlygipous
Location #1 & #2
60 mils thick
sheet material for use as an uiqderla ment is cil ed ro4f.... •
X.
assemblies. Designed as an ice & ram shifld. '
Polystick Dual Pro
61' x 3'33/8"
...... . ......
TAS 103 and A rubberized asphalt self-adherieglass-fiber/polyest@r •
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing meg#anj. Desigmadas a
Location #2
metal roofing and roof tile unM?tyment. • • • • • • • • •
Polystick Tile Pro
61' x 333/8"
......
TAS 103 and A rubberized asphalt self -adhering, glass -fib wr eolyestec....
Manufacturing
60 mils thick
ASTM D 1970 reinforced waterproofing mep?ftht. Designed as a metal . •
Location 2
roofing and roof tile underlayment.' • • • • •
.....•
Polystick TU Max
65'8" x 33-3/8"
TAS 103 and A rubberized asphalt self-adhe4g!polyepterr einforcM
Manufacturing
60 mils thick
ASTM D 1970 waterproofing membrane. Designed as a afidf tile
Location #1 & #2
underlayment.
Polystick TU P
32'10" x 3'33/8"
TAS 103 and A rubberized asphalt waterproofing membrane, glass -
Manufacturing
130 mils thick
ASTM D 1970 fiber/polyester reinforced, with a granular surface
Location #2
designed for use as a tile roof underlayment.
Polystick TU Plus
65' x 3'33/8"
TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester
(Surface Printing)
80 mils thick
ASTM D 1970 reinforced waterproofing membrane. Designed as a metal
Manufacturing
roofing and roof tile underlayment.
Location # 1 & #2
Polystick MTS
65'8" x 3'33/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Polystick MTS Plus
65'8" x 3'33/8"
TAS 103 A homogeneous, rubberized asphalt waterproofing
Manufacturing
60 mils thick
membrane, glass fiber reinforced with polyolefinic film
Location #2
on the upper surface for use as an underlayment for metal
roofing, roof tile, slate tiles and shingle underlayment.
Elastoflex S6 G
32'10" x 3'3 %"
TAS 103 and Polyester reinforced, SBS modified bitumen membrane
Manufacturing
ASTM D 6164 with a sanded back face and a granule top surface. For
Location #2
use in roof tile underlayment systems.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 2 of 8
MANUFACTURING PLANTS:
1. Hazelton, PA
2. Winter Haven, FL
EVIDENCE SUBMITTED
Test Aaencv
Test Identifier
Test Name/Report
Date
Trinity ERD
P10870.09.08-R]
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G 15 5
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
."26/11
P36900.09.1 ]
TAS 103/ASTM D4798 4 G15�
�•0W1/11 •.....
P37300.10.1 ]
TAS 110/ASTM D4798 & "I9M
;.JAi'19/11 •�
P40390.08.12-2
ASTM D 1623
08/07/ 12 ' • • • • •
P37590.07.13-1
ASTM 136164 ....
t/02/13 �....
P45270.05.14
TAS 103, TAS 110 & ASTM A 1623
. ••* * 2/ ] 4
P46520.10.14
ASTMD1623 ••••..
:...
LQ/03/14.�;,�•
P44360.10.14
TAS 103 & TAS 1 ?0 • •
•:14/b7/14......
P43290.10.14
ASTM D 1970 & TAS110*:
1'0/17/14 •�
PLYG-SC 10 ] 30.06.16-3
TAS 103 & TAS 1 i0
:..06/27/16 • • • • • •
PLYG-10130.06.16-1
ASTM D1970 & TAgl j9�.
���06/27/16:....0
PRI Asphalt Technologies
PUSA-035-02-01
TAS 103
*"09/29/06
PUSA-055-02-02
TAS 103
] 2/10/07
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
JX20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX 14E8A
TAS 103/ASTM D4798 & G 155
11 /09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
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.
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.
NOA No.: 17-0614.22
MIAMMADE COUNTY Expiration Date: 09/13/21
�Fj... _
Approval Date: 07/06/17
Page 3 of 8
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 II 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 IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick
TU P, Polystick TU Plus, Polystick MTS or Polystick MTS Plus, self -adhered.
Surfacing:
••••
•
See General Limitations Below.
• • • • Y • •. • •
•••••• • ••••••
'
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.. •. •.
.. 00000
• Y
Anchor/Base Sheet:
One or more plies of ASTM D 226 Type II or ASTM D 2626. • 0 so "" • • • • • •
•
Fastening:
.•••.•
Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a mninnum V head lap. (fvr•• •
••
base sheet only) • : • 000
•• • •• • • •
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 to deck, subsequent cap membrane self- adhered.
Anchor/Base Sheet: One or more plies of ASTM D 226 Type II 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 laps.
Membrane: Polystick TU Plus, self -adhered.
Surfacing: See General Limitations Below.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 4 of 8
INSTALLATION REQUIREMENTS:
1.
2.
3.
4.
5.
6.
7.
8.
All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and
sweep the deck thoroughly to re move any dust and debris prior to application.
Place the underlayment over metal drip edge in accordance with RAS 111.
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" and.Wt?thps shall
be a minimum of 6". Roll the membrane into place after removing the release strip.:Vecfical stra,,�� W& O of the 0 0
00*
roof with Polystick is acceptable. Membrane shall be back nailed in accordance withp li'cable imilck»g codgi .„�
When applying the membrane in the valley, start at the low point and work to the high {i0 iut, rolling the •
.0000
membrane from the center outward in both directions. • • • • 000000
•
For ridge applications, center the membrane and roll from the center outward in both directions. 0 - - 0 •
Roll or broom the entire membrane surface so as to have full contact with the surface.givjllg speNA U&ntior6 0 0 0 0 0
to lap areas.
Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly cutrent Mode:LControl""
Notice of Acceptance. 00. 0
All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tajie�h$fl 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 Dual Pro, Polystick Tile Pro, Polystick TU Plus, Polystick MTS and Polystick MTS Plus 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 IR-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 the systems only.
3. Deck requirements shall be in compliance with applicable building code.
4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck
shall be free of irregularities.
5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane
as a recover system.
6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU
Plus, Polystick MTS and Polystick MTS Plus 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.
Ex osure Limitations (Days)
MTS
IR-Xe
Elastoflex
S6 G
TU
Plus
TU P
Tile Pro
Dual Pro
TU Max
MTS Plus
Winter Haven, FL
180
90
180
180
180
180
180
180
180
Hazelton, PA
N/A
90
N/A
180
N/A
N/A
N/A
180
N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 5 of 8
8.
9.
Rule 61 G20-3 of the Florida Administrative Code.
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 Tile Pro, Polystick TU Max, Polystick TU Plus 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"gUned in
•
Section 9. •••• ••••••
Polystick TU P maybe used in mechanically fastened roof tile applications with the eneption of pap set tile •,
applications. ...... • ••••••
When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, th�maximunirvef slope:
shall be as follows: (See Table Below) •
.... .... .....
Tile
Polystick
Elastoflex
Polystick TU Plus,
Polystick
Polysuft • •
Sj'F." JE3) .
Profile
MTS
S6 G
TU P, Tile Pro,
TU Max
MTS4[4Ies• a
MTS Plus with
Dual Pro
;>C>L1xws •
Flat Tile
Prohibited
4:12
6:12
6:12
5:1•Z.•
.0:1.2
without battens
• • • •
Profiled
Prohibited
4:12
6:12
6:12
4:12
6:12
Tile
without battens
The above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System
Notice of Acceptance and applicable Florida Building Code requirements. When battens are required, they shall
be utilized during loading and installation of tiles.
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 — two tiles
laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for
all underlayments except Polystick MTS which shall be loaded onto battens.
d
a
a
w
N
lG
&&A
POlYSnCKTU Rus
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 6 of 8
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU
Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be
used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro,
Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS
Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. • • • •
If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, I'Mysift TU P, Polystick"
TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G are not listed, a ree e s tmay lba wr;)e to the•
0600
Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control SegM fqr approval provided
that appropriate documentation is provided to detail compatibility of the products, wind.)4ift resistance, and ft?6
testing results. 0
.... .... .....
...... . .. .... .
.. .. .... ..... .
POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTIGIK.MIEMBRANES .'
. 0 . . . ......
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPUICATIONS. •
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMNDATI0$!;..'.
.. .
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 V metal disk as
required in Miami -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, must be used on all projects for
pitch/slopes of T712" 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.
NOA No.: 17-0614.22
Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 7 of 8
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 men:b canes can be furnished •
upon request by our Technical Services Department by calling 1 (800) 894-4563. 0 * 0 0 ; • • •' • .. • ; •
13. Questions in regards to the application of Polyglass products should be directed to oLt r; Mical SerAces ;....;
Department at 1 (800) 894-4563. 0000646 .... .... 0•
.....
14. Polyglass recommends that applicators follow good roofing practices and applicable prooad�ures as outkned by • %• •
the National Roofing Contractors Association (NRCA). • • • • • • • • • • • • • •
. . . . ......
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPI•'l XffONS. .
LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENUATIgNS.. • • •
END OF THIS ACCEPTANCE
NOA No.: 17-0614.22
CMLAMRAD�A�DEE COUNTY Expiration Date: 09/13/21
Approval Date: 07/06/17
Page 8 of 8
Y,� h 3
MI!►Mh[..1i4
MIAMI-DADE COUNTY
}� PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miarudrlc.aov/pera
Mule -Hide Products Co., Inc.
1195 Prince Hall Dr. • •' •"
...... . ......
Beloit, WI 53511 ...:..
.... .... . .
SCOPE: •••• •••• •••••
This NOA is being issued under the applicable rules and regulations governing the use of cod * fir- j9 Lion mnlqria.ls. The:::::
documentation submitted has been reviewed and accepted by Miami -Dade County RER - PgW"I.Control Section to be .0
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdigtiofl (AHJ).. 9....:.
.••.••
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count)rV;Cd*t 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: Mule -Hide Single Ply TPO Roof Systems over Wood Decks
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# 13-0411.03 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
NOA No.: 14-0326.03
Expiration Date: 08/31/18
Approval Date: 09/11/14
Page 1 of 8
ROOFING SYSTEM APPROVAL
Category:
Roofing
Sub -Category:
Single Ply
Material:
TPO
Deck Type:
Wood
•'•'
Maximum Design Pressure
-67.5 psf
TRADE NAMES OF PRODUCTS
MANUFACTURED OR LABELED
BY
...... . ......
APPLIC.A=
TABLE 1
V o o *:
Test
.
...... . ....
......
Product Name
Dimensions Specifications
.EfQddct Deh,61a. lbn .
TPO-c
various
TAS 131
ReinfIteonhite or colored TPO '.
. . . . ......
membrane. �.....
TPO-c EXTRA
various
TAS 131
Reinforcel White or colored TPU
.
. .
membrane. • • •
TPO-c Fleece Back
various
TAS 131
Reinforced white or colored TPO
membrane with Fleece backing.
TPO-c FR
various
TAS 131
Reinforced white or colored FR
TPO membrane.
Carlisle FAST 100 Adhesive
various
TAS 110
Polyurethane Adhesive
OMG Olybond 500 BA
various
TAS 110
Polyurethane Adhesive
Millennium One -Step Foamable
various
TAS 110
Polyurethane Adhesive
Adhesive
Mule -Hide TPO Bonding Adhesive
WBBA 2000
various TAS 110
various TAS 110
Solvent -based bonding adhesive.
Water -Based Bonding Adhesive
NOA No.: 14-0326.03
Expiration Date: 08/31/18
Approval Date: 09/11/14
Page 2 of 8
APPROVED INSULATIONS:
TABLE 2
Product Name Product Description
Poly ISO 1-NB, Mule -Hide Poly ISO 1 Polyisocyanurate roof insulation.
Dens Deck, Dens Deck Prime Silicon treated gypsum
Wood Fiberboard Regular wood fiber insulation
High Density Wood Fiberboard High Density Wood Fiber insulation board.
XPS Extruded polystyrene
Structodek High Density Fiberboard High Density Wood Fiber insulation board.
Insulation
Manufacturer
(With Current NOA)
..
-Mulo-Hide Prio"Is Co... • • • •
• • Inc. •
• • • • • • •
..... ...
•QVP;gia Paa.fi.Gypsum...
Genetle-
.. .. Ge;co:.'
00*000
• Generic •
$lueZdge itbtftcfard, Iqc. •
•• •
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
(=:./
OMG XHD
Insulation and membrane fastener
Various
OMG, Inc.
( 2.)
OMG 2-3/8" Barbed XHD
Barbed Metal plates used for
2-3/8" dia
OMG, Inc.
�✓
Plate
membrane securement with OMG
XHD & OMG Super XHD
fasteners.
3.
#12 Standard Roofgrip, #14
Insulation and membrane fastener
Various
OMG, Inc.
Roofgrip
4.
#12 Standard Stainless
Stainless steel insulation and
Various
OMG, Inc.
Steel
membrane fastener
0
Mule -Hide HDP Fastener
Insulation and membrane fastener
Various
Mule -Hide Products Co.,
Inc.
6.
Mule -Hide Drill Point
Insulation and membrane fastener
Various
Mule -Hide Products Co.,
Fastener
Inc.
( 7.)
Mule -Hide 3" Insulation
Insulation and membrane fastener
Various
Mule -Hide Products Co.,
Plate
Inc.
8.
Mule -Hide 2.4" Seam Plate
Insulation and membrane fastener
Various
Mule -Hide Products Co.,
Inc.
NOA No.: 14-0326.03
Expiration Date: 08/31/18
Approval Date: 09/11/14
Page 3 of 8
EVIDENCE SUBMITTED:
Test Aeency
Architectural Testing Inc.
Factory Mutual Research Corp.
Celotex Corporation Testing Services
SGS U.S. Testing Company
Incorporated
Atlantic & Caribbean Roof
Consulting, LLC
Trinity ERD
Test Identifier
ATI-37490.01
3Z9A1.AM
Approval Guide Excerpt
Letter
3006110
3011220
520257
131248-R2
ACRC 07-059
ACRC 07-051
C46470.07.14-1 A
C46470.07.14-1 B
C46470.07.14-2A
C46470.07.14-4-R 1
Descriation
ASTM D 2137
FMRC Standard 447D
Wind Uplift Classi icatian
Listings••••••
Wind Uplift ClasSiftntion
Class 447D"
ASTM E I "'
....'..
.. '..
PA 131-95,0,
ASTM D 1449 . •
TAS 114-J
TAS 114-J
TAS 131
TAS 131
TAS 131
TAS 131
Date
7/7/00
•,14/15/97
. �/00
••�••�
•
•
......
5/2/00
. .
00•0/4pl
:009":
008/116/01
•••••
•
.... .
• .000
• 04A 9/00
.
"":'
" "1'/6/00
.
,
.
•
......
• •10/23/07
09/05/07
07/16/14
07/16/14
07/30/14
07/21/14
NOA No.: 14-0326.03
Expiration Date: 08/31/18
Approval Date: 09/11/14
Page 4 of 8
APPROVED ASSEMBLIES
Membrane Type: Single Ply, Thermoplastic, TPO, Reinforced, Fleece Back
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank •...
.... System Type C(1): All layers of insulation simultaneously attached; membrane fully adherpjl. ......000000
•
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NQ%Are not approved •
and shall not be installed unless said accessories demonstrate compliance with prescript+ive4Aorida B 14ing ; ••••;
Code requirements and are field fabricated utilizing the approved membranes listed in ?able 1. ••••.• .....
Base Insulation Laver Insulation Fasteners • • . Umlener •
Table 3 : • .; Density/ft2 .'
. • •
One of the following covered with the boards listed in Top Layer or Base or Top Layer. • • • • • •
•
XPS • • • .... . .. •
Minimum 1" thick N/A '..'.lQ/A
Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation
panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be
increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for
insulation attachment. Single and multiple layers of insulation can be attached to base layer with Carlisle FAST
100 Adhesive, OMG Olybond 500, Millennium One -Step Foamable Adhesive.
Base or Top Insulation Laver
Mule -Hide Poly ISO 1, Poly ISO 1-NB
Minimum 1.5" thick
Minimum 2" thick
Structodek High Density Fiber Board Insulation
Minimum 1" thick
High DensityWood Fiberboard
Minimum'/a" thick
Structodek High Density Fiber Board Insulation
Minimum'/2" thick
Wood Fiberboard
Minimum 1" thick
Insulation Fasteners Fastener
Table 3 Density/ft2
1, 3, 4 1:2 ft2
1, 5, 6 1:4 ft2
1, 3, 4, 5, 6 1:2 ft2
3, 4, 5, 6 1:2.67 ft2
3,4 1:2 ft2
1, 3, 4, 5, 6 1:2 ft2
Top Insulation Laver Insulation Fasteners Fastener
Table 31 Density/ft2
Required over the insulations listed in Base Layer or optional over any of the insulations listed as Base or Top
Layer:
Structodek High Density Fiber Board Insulation (for use over all insulation. types)
Minimum'/2" thick 1,5 1:2 ft2
NOA No.: 14-0326.03
Expiration Date: 08/31/18
Approval Date: 09/11/14
Page 5 of 8
Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of
fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard
RAS 117 for insulation attachment.
Vapor Retarder: (Optional) Any UL or FM approved vapor retarder applied to the roof deck or over a base layer
of insulation. 9000
. . . •••• •••..•
Barrier: �4 3/g", V2", or 5/8" gypsum. •. • • • •
..•... . •
Membrane #1: TPO-c, TPO-c FR, Reinforced, 45 or 60 mil membrane or TPO-c L'JCT", 80 mil membrane
fully adhered to the insulation using Mule -Hide TPO Bonding AdhesM%a plied tp•tt► %ubstrate •••:
at a rate of 1 gal/60 ft.2 (finished surface) or WBBA 2000 bonding0a*Aesive a�p1itd to the:-*.
. ... . .....
substrate at a rate of 1 gal/ 120 ft.2 ..... •
.... ......
Maximum Design Pressure —45 psf (See General Limitation #9) .. •
• • . •
Membrane #2: TPO-c Fleece Back 100 or 115 mil membrane fully adhered to the insulation usinA*%WA 20Q0 :
bonding adhesive applied to the substrate at a rate of 1 gal/120 ft.2 •• • ""••
Maximum Design Pressure —45 psf. (See General Limitation #9) • • •
TPO-c Fleece Back 100 or 115 mil membrane fully adhered to the insulation using Carlisle
FAST 100 Adhesive applied to the substrate at a rate of 1 gal/sq.
Maximum Design Pressure —45 psf. (See General Limitation #9)
Maximum Design See Membrane Options Above
Pressure:
NOA No.: 14-0326.03
Expiration Date: 08/31/18
Approval Date: 09/11/14
Page 6 of 8
Membrane Type: Single Ply, Thermoplastic, TPO, Reinforced, Fleece Back
Deck Type 11: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type D(1): Membrane mechanically attached over preliminarily fastened insulation.
All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved
and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building
Code requirements and are field fabricated utilizing the approved membranes listed in Table 1.
Insulation Laver Insulation Fasteners Fastener
�� Table 3 Densi /ftz
Mule -Hide Poly ISO 1
. . .... ......
Minimum 1.5" thick N/A ; .. • fj/A •
...... . ......
Note: All layers of insulation and base sheet shall be simultaneously attached. See base Ueet below for fasteneirc...:
rg
and density. Refer to Roofing Application Standard RAS 117 for insulation 4;Nrnent iairemeno • •
Insulation shall have preliminary attachment, prior to the installation of the roQfipg. jnembrarq'. At VU: • 0 •
application rate of two fasteners per board for insulation boards having no dimension* gseater f %%Xft., aud...0
four fasteners for any insulation board having no dimension greater than 8 ft. • • • • • • 0 .
. . . . ......
Vapor Retarder: (Optional) Any UL or FM approved vapor retarder applied to the roc:FdeAor over a base layq,.•0;
of insulation. .. . .. . . .
.. .
Barrier: G
3/8", ''/2", or 5/8" gypsum.
Membrane: TPO-c TPO-c FR, PO-c EXTRA, Reinforced, secured through the preliminarily attached
insulation i ied below.
Fastening #1:
Fastening #2:
Maximum Design
Pressure:
OMG XHD fasteners with OMG 2-3/8" Barbed XHD Plates 6" o.c. through the membrane in
the 5%2" side lap in rows spaced 6' o.c. followed by applying a 1'/z" wide heat weld.
Maximum Design Pressure -67.5 psf. (See General Limitation #7)
OMG XHD fasteners with OMG 2-3/8" Barbed XHD Plates 6" o.c. through the membrane in
the 5'/z" side lap in rows spaced 8' o.c. followed by applying a 1'/z" wide heat weld.
Maximum Design Pressure -52.5 psf. (See General Limitation #7)
See Membrane Options Above
NOA No.: 14-0326.03
MIAM•DADECOUNTY Expiration Date: 08/31/18
Approval Date: 09/11/14
Page 7 of 8
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet.
GENERAL LIMITATIONS:
I. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire
ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control
Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the
EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size
shall be Tx T maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam Insulations
00
when the base sheet is full mopped. If no recovery board is used the base sheet tl e a lied usin sot.
Y PP rY � � PA g spot.*
mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribb4tLs.in free r4*%,*611e at eg�4.:.
sidelap and one down the center of the sheet allowing a continuous area of ventilation..Axurcling ofethe strips is .
not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross veritkation. Asplmll applicaOV %
of either system shall be at a minimum rate of 12 lbs./sq. • • • • • • • • • • • • •
Note: Spot attached systems shall be limited to a maximum design pressure of-45'p%r'*: "•' •
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force ZF'' Value of 2'15'Ibf., as ..
tested in compliance with Testing Application Standard TAS 105. If the fastener value,,as h`e;i-tested, are below
275 lbf. insulation attachment shall not be acceptable. 7
; ... • •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmeptit based ortia rpinimuri....
fastener resistance value in conjunction with the maximum design value listed within a specific systern.'SHould the
fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing,
prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be
submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing
Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener
densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application
Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional
Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred
within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with
Roofing Application Standard RAS I I I and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters,
and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced
pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred
within this NOA, General Limitation #7 will not be applicable.)
10 All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and
the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product
Control Seal as shown below.
MIAMI•DADE COUNTY
�� ....• �
11. 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.
END OF THIS ACCEPTANCE
NOA No.: 14-0326.03
MIAMI•DADE COUNTY Expiration Date: 08/31/18
...# -
Approval Date: 09/11/14
Page 8 of 8
a. l"( MA13$5Q - Roofing Systems
L '
page I of 30
ONLINE CERTIFICATIONS DI
TGFU.R13850
Roofing Systems
Page agttom
Roofing Systems
See General Information for Roofing Systems
MULE -HIDE PRODUCTS CO INC
1195 PRINCE HALF- DR
BFI.OIT, WT 53511 USA
R13850
Uniform thickness or tapered insulation may be used in the following systems provided they do not exceed the indicated incline or th-`"pii .
Unless otherwise indicated, on non-combustible decks, Mule -Hide Products "Poly ISO 1-NB", "Poly ISO 1-HD" or "Ply ISST>r HD90" o! *M0 ISO • • • • • •
1•IiD-Composite" may replace, or be used in addition to, any Poly ISO 1 product or any UL Classified wood fiberboard4n ar*y UL Classifiee. • •
nsilated roehnu system assembly and retain the classification of that assembly, though the max slope cannot exceed 1/•2:12 if "Po•lsA, 41• 1, •
Poly ISC i HD -Composite" or " Poly ISO 1-HD90' is used directly below TPO membrane. Unless otherwise .ndlcate I*0%c6t bustibR decks, "Poly • • • • • •
ISO 1 N13","Poly ISO 1-HD", "Poly 150 1-1-ID-Composite", and "Poly ISO 1-HD90" may be used in addition to any Pc"Wf;•1•product or avy UL • •
;'lassifed wood `fiber board, In any insulated UL Classified roofing system assembly and retain the classification of th4ipiVninbly, tho;jV,,4e max ' •' •' •
siohe .., .net exceed 1/2:12 if "Poly ISO 1- HD", "ooly ISO 1-HD-Composite" or "Poly ISO i HD90" is used directlyoelow TOO mernrane •
Mine -Hide Products "Poly ISO 1-HD", "Poly ISO 1-HO-Composite" or "Poly ISO 1-HD90" (min. 1/2 in. thickness) rnzwi:::,*I over apy U10 • • i • • •
Classifier) polystyrene on non combustibles decks. Max incline shall be in accordance with the Classification established ?jr the • • •
insuizaUon/membrane roofing system, but cannot exceed 2:12. • • • • • • • 000000
•
Any �:—a'ssif,ed EPS, any thickness, may be used below Mule -Hide Products polyisocyanurate insulations on non-c:mbu'stiple deck prov led a • • • • •
m 1ur'in' 1 in. thick layer of Male -Hide Products poly.socyanurate is used. Max incline shall be in accordance with Classification est!44hv aor
the insu--ion/membrane roofing system, but can not exceed 1:12. • • • • •
For Combustible Decks - Class A: • • • • • • • •
•• •
1 A minimum 3 in. layer or a minimum two layers of 1.5 in. of "Poly ISO 1-DWD" or "Poly ISO 1-HD-Composite" is placed directly
over a combustible deck and Is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to
achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene),
any combination, any thickness, may be used below the 3 in. minimum total thickness of "Poly ISO 1-DWD" or "Poly ISO 1-HD-
Composite". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A
vapor barrier (non-UL classified) may also be used below the insulation. All insulation joints most be staggered a minimum of 6
in. from the deck joints or from the insulation joints directly below. The maximum incline sha:l be in accordance with the
Classification established for the membrane/:nsulation roofing assembly, however the incline Can not exceed 1/2:12.
2. A minimum 1 9 in. layer of "Poly ISO 1-DWD" or "Poly ISO 1-HD-Composite" is placed over a minimum 1 layer of Carlisle "FR
Base Sheet 15" or Elk "VersaShieid FB 15" over a combustible deck. The insulation is covered with any uL Classified roofing
membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified
-isulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 19 In. minimum
tctal thickness of "Poly ISO 1-DWD" or "Poly ISO 1-HD-Composite". The insulation may be loosely laid or attached with fasteners
and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non-UL classified) may also be used below the insulation. All
risu,ation joirts must be staggered a mir:mum of 6 in. from the deck joints or from the insulation joints directly below. "The
maximum inc..ne shall be in accordance with the Classification established for the membrane/insulation roofing assembly,
however the incline can not exceed 112:12.
J. A minimum 1 in. layer of Mule -Hide Pane!s "Poly ISO 1-WD-Class A" is placed directly over a cornbust:bie deck and is covered
with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an
alternative, any UL Clan"led insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used
r Icw the 1 in. minimum thickness of Mule -Hide Panels "Poly ISO 1-WD-Class A ". The insulation may be loosely laid or attarhej
o, .h fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non-UL cl.iss:fled) may also be. used below the
n.ulation. All insulation joints must be ,taggered a minimum of 6 in. from the deck joints or from the insulation joints directly
below. The maximum incline shall be in accordance with the Classification establshed for the membrane/insulatlon roofing
assembly, however the incline can not exceed 112.12.
For Combustible Decks - Class B:
1. A minimum 1.9 in. layer of "Poly ISO 1 DWD" or "Poly ISO 1-HD-Composite", or a minimum 2 fir. thick layer of Carlisle "Polyiso
ri? WLC" or Atlas "AC Foam III" is placed directly over a combustible deck and is covered with any UL Classified roofing
merbrane used in any UL Class B roofing assembly to achieve a Class B fire Classification. As an alternative, any UL Classified
insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9 in. minimum
thickness layer of "Poly ISO 1-DWD" or "Poly ISO 1-HD-Composite". The insulation may be loosely ,aid or attached with fasteners
and plates, hot roofing asphalt or cold adhesive. A vapor barner (non-UL classified) may also be used below the insulation. All
insulation joints must be staggered a mir!mum of 6 in. from the deck joints or from the insulation joints directly below. The
maximum inc' ne shall be in accordance with the Classification established for the membrane/insulation roofing assembly,
however the incline can not exceed 1/2:12.
SINGLE PLY MEMBRANE SYSTEMS
t Unless otherwise indicated, insulation is mechanically fastened to the roof deck.
littp:/ database.ulxom!cgi-bin!XYV/temp(ate/LISEXT/I F RA M1 E/showpage.html7name=7"... 6/27/2013
.�c13850 - Roofing Systems
PaL,,e 15 of O
Barrier Board (Optional): — G-Pgypsum min. 4/4-in Dens -Deck or United States Gypsum Co. min. 1A in. SECLROCK.
Membrane: — Any UL Classified EPDM or TPO membrane, mechanically attached or fu..y adhered for use as a C!ass C
Roofing System with or without optional use of Insulation and/or Barrier Board.
Note: Maximum Incline is determined by the existing membrane Classification, but cannot exceed 1/2:12.
18. Deck: NC Incline: See Note
Insulation (Optional): — Any UL Classified insulation, any thickness.
Barrier Board: — "Mule -Hide FIR Deck Panel C, 7/16 in. min."
Membrane: — Any UL Classified Mule -Hide fully adhered EPDM, PVC, TPO or self -adhered modified bitumen cap sheet.
Note: Maximum incline is determined by the existing membrane/adhesive Classification.
19. Deck: C-15/32 Incline: Unlimited
Insulation: — See "Referenced Insulations", any combination, min. 2 in. thickness.
Membrane: — —"Mule-Hide TPO-r Fleece Back 100 or 115" (TPO) adhered with Mule Hide "WBBA 2000" bonding
adhesive".
Class C - FleeceBack Fully Adhered (FAST Adhesive)
1. Deck: C-15/32 Incline: 1
Insulation: — Johns Mamsi le "ENRGY 3 Plus" (composite) insulation or any UL Classified vaiod fll•,:rboard, IV* •snick
m.a. 0.0
• ••
• • • •
Membrane: — "Mule -Hide TPO-c Fleece Bar • • • • • •
Class A - Mechanically Fastened • • • • • •
The membrane is mechanically fastened sc C,ver the insulation C)PR•Zchanical faStl:f'.As and
plates placed in the field splices. Field membrane splices, 6 in, min wide, are adhered with "Mule HI184p4-Wl!` SpL•ce `at 85
to 95 1 n ft/gal. Before the space is assembled, a 3/16 in. bead of "Mule -Hide In -Seam Sealant" •s anhed to the seism area.
0049 in the Mule Hide White -On -Black EPDM Mechanically Fastened Systems Described be'ow, the Instalil O the sameaa l9-ed
a have except "Mule -Hide Wh:te Sp.ice Cement" is used in place of "Mule -Hide Black Splice Cement"+ �.2 �gracie rates are the same_
Mule -Hide Products insulation boards designated as "Poly ISO 1-NB" or "Poly ISO I-WF" are acceptable sut+titutes in any*
assembly which utilizes "Poly ISO 1". • • • • • •
1. Deleted. • • • 4111111 •
2. Deleted. * • •
3. Deleted.
4. Deleted.
S. Deleted.
6. Deleted.
Unless otherwise indicated, the insulation and membrane are fastened to the deck with metal screws and metal or plastic c scs
The membrane laps are hot air welded.
7. Deleted.
S. Deck. C-15/32 Incline: 2
Slip Sheet (Optional): — Fortdiber "Pyrokure 600" or red rosin sheet nailed followed 7y Type 15 asphalt organic felt,
hot mopped
Slip Sheet: — Atlas Roofiwg "FR-50".
Insulation: — G:ass f.ber, 15/16 in. min or perlite, 3/4 in. min.
Insulation (Optional): — Celotex "Top R II", Johns Manv.11e "ENRGY-IM", Arco "A -car" (tapered or uniform thickness;
Johns Many! le "Ultragard Gold" or Rmax Inc.. "Multi-Max-3", may be placed over the 15/16 in. glass fiber or 3/4 In peri,te
to form a max thickness of 4 in.
Membrane: — "Mule -Hide Hypalon Roofing Membrane".
9. Deck: C-15/32 Incline: 2
Ply Sheets: — One layer red rosin paper, nailed, one layer Type 15 felt, nailed and two layers Type 15 felt, hot mopped.
Slip Sheet: — Atlas Roof.ng "FIR-50".
Insulation: — Perlite and/or glass fiber, 4 in. max (total).
Insulation (Optional): — Celotex "Hy Therm White Line" or Rmax Inc. "Multi-Max-3", may be placed over the 15/16 in.
glass fiber or 3/4 in. perlite to form any thickness.
Membrane: — "Mule -Hide Hypalon Roofing Membrane".
10. Deck: NC Incline: 2-1/2
Slip Sheet (Optional): — (15 nul ruin) JPS Slipsheet or Lydell "Mannlglas 1200".
Insulation: — One or more layers fiber glass, perlite board, "Poly Iso 2", "Multi -Max", USG Industries "Structodeck",
Huebert wood fiber, Arco "Arcor" (uniform thickness or tapered), Celotex "Hy -Therm White Line" or Johns Manvil :
"ENRGY-IM", any thickness.
Membrane: — "Mule -Hide Hypalon Roofing Membrane".
II. Deck: NC Incline: 2-1/2
lilt I- .database.ul.coin/cgi-hinAW/template/LIST XT/IFRAM E/shoapage.htmI?naine-T.., E/27/201
FGFU.R13850 - Roofing Systems
Pale 20 of 0
Slip Sheet: — Three layers Elk "VersaShield FB-IS".
Insulation (optional). — Any UL Classified (except EPS and wood fiberboard), any combination, any thickness.
Membrane: — "Mete -Hide PVC",
Note: Max incline shall be in accordance with Classification established for the insu:ation/membrane roofing system when
insulat,on is used or established for the membrane roofing system applied over fiberboard or gypsum when insulat+on is
not used.
93, Deck: NC
Incline: 1/2
insulation: — "Atlas Roefmg "ACFoam 11" or "ACFoam III", Dow "Hy -Therm AP", Hunter Panels "H-Shield", Johns
Manvi.le "ENRGY-3", Fire=tone Building Products "ISO 95-4-GL", "GW" or "HF", Rmax Irc. "Multi-Max-3", any combination,
eny thickness.
Membrane: — "Mule -Hide TPO-c".
94. Deck: NC
Incline: 1-1/2
Insulation: — Any UL Classified wood fiberboard; Johns Manville "ENRGY 3 Plus" (composite) insulation; cel'ular
concrete, precast concrete with grouted joints or structural (poured in -place) concrete.
Membrane: — "Mule -Hide TPO-c".
95. Deck: NC
Incline: 1-1/2
Insulation: — Atlas Roof ng "ACFoam II" or "ACFoam III", Dow "Hy -Therm AP", Hunter Panels "H-Shield",•ARA` •I'pnv tie
"ENRGY-3", Firestone Building Products "ISO 95+GL", "GW" or "HF", Rmax Inc. "Multi -Ma �3", ai•.combinal�," any
thickness. • • • • •
Membrane: — "Mule -Hide TPO-c (FR)". • • • • • •
•••••• •
•
96. Deck: NC Incline: 1-1/2 • • • • • • •
so" ••••
Insulation: — Any UL Classified wood fiberboard; Johns Manville "ENRGY 3 Plus" (compo%el in�sl�;ation; 4ul r •
concrete, precast concrete w.th routed joints or Structural • 0
0
•0
g J (poured -in -place) concrete.
Membrane: — "Mule -Hide TPO-c (FR)". • • • • • • • • •
•
97. Deck: NC Incline: 3 • • • • • •
Insulation (Optional): — Any UL Classified, any combination, any thickness. • •
Barrier Board: — 1/2 in. thick gypsum wallboard or 1/4 in. thick G-P Gypsum DensDeck,'60. •
Membrane:— "Mule -Hide. TPO-c" • • •
98. Deck: C-15/32
Incline: See Note
Slip Sheet: — Two :)ycrs "VersaShield Underlayment" or "VersaShleld FB-2S".
Insulation: — Any UL Ciess:fled (except EPS), any combination, any thickness.
Membrane: — "Mule -Hide TPO-c", "Mule -Hide TPO-c (FR)", "Mule -Hide TPO-c Extra", "Mule -Hide TPO-c Extra (FR)" or
"Mule -Hide TPO-c Fleece Back".
Note: Max incline shal be in accordance with Classification established for the insulation/membrane roofing System, but
r-4unnt Exceed 2,12. •--• -----I
99 Deck: C-15/32
Incline: Unlimited
Insulation (optional). — Any UL Classified, any combination, any thickness.
Barrier Board, — 1/2 in, min gypsum board or 1/4 in. thick G•P Gypsum DensDeck(k with staggered joints (6 in. offset)
Membrane: — "Mule -Hide TPO-c (FR)".
100. Deck: (TIM Incline: See Note i
Slip Sheet: — One layer Atlas Roofing "FR-10" or "FR-50", Elk "VersaShield Underlayment" or "VersaShield FB-2S".
Insulation: — Atlas Roofing "ACFoam IIV, 1.5 In. thick with joints staggered min 6 in, from the deck joints.
Membrane: — "Mule -Hide TPO-c", "Mule -Hide TPO-c (FR)", "Mule -Hide TPO-c Extra", "Mule-Hide'PO-c Extra (FR)" or
"Mule -Hide TPO-c Fleece Back".
Note: Max incline shall be in accordance with Classification established for the insulation/membrane roofing system
101. Deck: C-15/32
Incline: 1/2
Slip Sheet: — Two plies Atlas Roofing "FR-50".
Membrane: — "Mule -Hide TPO-c", "Mule -Hide TPO-c (FR)", "Mule Hide TPO-c Extra", "Mule -Hide TPO-c Extra (FR)" or
"Mule -Hide TPO-c Fleece Back".
101.A. Deck: C- IS/32
Incline: See Note
Slip Sheet: — Tv,o layers Atlas Roofing "FR 50" or Elk "VersaShield Unde"layment' or VersaShield FB-25".
Membrane: — "Mule -Hide 'PO-c", "Mule -Hide TPO-c (FR)", "Mu'e-Hide TPO-c Extra", "Mule Hide TPO-c Extra (FR)' or
"Mule -Hide TPO-c Fleece Back".
Note: Max incline shall be in accordance with Classification established for the membrane roofing system applied over
fiberboard or gypsum, but can not exceed 1-1/2:12.
102. Deck: C.15/32
Incline: 2-1/2
Insulation (Optional): — Any UL Classified, any combination, any thickness.
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