RF-14-380Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit No.
FEB $ 8 2014
Master Permit No.M I �A
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): h 11'1 � � Phone#: 305 3,'M °-3q ( 9
Address: ' 0 6!5 IVE q rj
City: M I C 1 ky res State: zip: 33 I �'
Tenant/Lessee Name:
Email:
JOB ADDRESS:
City: Mi.
I
Folio/Parcel#: l -
0 b5 NE 11 f1+K _ °+
Is the Building Historically Designated: Yes
County: Miami Dade zip:
NO `0e Flood Zone:
CONTRACTOR: Company Name:
L �CXLLI l�Cati✓�-ICK lRoo-f n o 1_ 0 Phone#: 3®� �5—D Q'
Address: 3 2 q' pr _S, k4 117 q�e-r -
City: State: Fl- Zip: A30A9 j
Qualifier Name: & WP�L-� %{ /-! Phone#: -01-q/
nl 1
State Certification or Registration #: C GO �" I a� Certificate of com2etency #: 6 AS 0®®®'
Contact Phone#: (W -6t1 HISW) Email Address: rJ 1A_
DESIGNER: Architect/Engineer:
Value of Work for this Permit: $ 00 2100
Type of Work: OAddition __ +UAAlteration 0 ODemolition
Description of Work: �r 0 f e-)( I s 1 V ( a-ce w h OL
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City - - - ,'_ State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S 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 y of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject o a-- chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b ro d and a reinspection fee will be charged.
Signature Signature
Owner or Agent
The foregoing instrument was acknowledged before me this -7
day of re,6 , 20 �Y, by ,
who is personally known to me or who has produced I Z '
L, As identification and who did take an oath.
NOTARY PUBLIC:
My Commission Expires:
APPROVED BY
(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
rdft-lodlr
Contractor
The foregoinginstrument was acknowledged before me this
day of S , 20 a, by V-Oi,
who is pe oeho has produced
as identification and who did take an oath.
C r Plans Examiner
Structural Review
NOTARY PUBLIC: �"0-\ \� "'
Sign:
Print: _ ° att, al
My Commission Expires: = �pEti�1305g:Nrs OF
ge
Zoning
Clerk
Return to:
CHRISTOPHER P. KELLEY, P.A.
11098 Biscayne Boulevard, Suite 205
Miami, FL 33161
Instrument Prepared By:
CHRISTOPHER P. KELLEY, Esquire
11098 Biscayne Boulevard, Suite 205
Miami, Radda 33151
Folio No. 11-3205-017-0090
WARRANTY DEED
CFN: 20140050467 BOOK 28998 PAGE 2327
DATE:01nk014 10.`07:19 AM
DEED DOC 3,480.00
HARVEY RUVIN. CLERK OF COURT, MIA-DADE CTY
THiS INDENTURE, Made this t'` day of Ja•+��.-�2014, Between WILLIAM
MANSO and ELIZABETH MANSO, husband and wife, GRANTORS, and CORNELIU LUCA and
LUMINITA LUCA, husband and wife, whose post office address is 1055 NE 97 Street. Miami
Shares, FL 33138, GRANTEES,
WITNESSETH, That said GRANTORS, for and in consideration of the sum of Ten and
No/100 ($10.00) Dollars, and other good and valuable considerations to said GRANTORS in hand
paid by said GRANTEES, the receipt whereof is hereby acknowledged, have granted, bargained
and sold to the said GRANTEES, and GRANTEES' heirs and assigns forever, the following
described land, situate, lying and being in Miami -Dade County, Florida to -wit:
Lot 9, Block 180, of revised Plat of MiAMI SHORES SECTION B, according to the
Plat thereof, recorded in Plat Back 43, Page 51, of the Public Records of Miami -
Dade County, Florida
SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by
governments[ authority; Conditions, Restrictions limitations, reservations,
easements, and other matters appearing on records, if any; Utility easements of
record, and taxes for the year 2014 and subsequent years.
and said GRANTORS do hereby fully warrant the title to said land, and will defend the same against
the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, GRANTORS have hereunto set their hands and seats the day
and year first above written.
rrm�c mr.+ p l�kgrr-
Print Name
STATE OF FLORIDA
COUNTY OF MiAMI-DADE j
WILLIAM MANSO Grantor
8048 South Lake Drive
West Palm Beach, FL 33406
EL1ZA - H MANSO Grantor
8048 South Lake Drive
West Palm Beach, FL 33406
I HEREBY CE=RTIFY that on this day, before me, an officer duly authorized in the State and
County aforesaid to take acknowledgments, personally appeared WILLIAM MANSO and
ELIZABETH MANSO, who produced FQ /-_ and t•ne
, respectively, as identification, and who executed the foregoing Instrument and
acknowledged before me that they executed the same.
WITNESS my hand and official seal in the County and,Std last aforesaid this �'`� day of
2014.
My commission expires: NOT ELIC, State of FLO Aamarge
+,T n(t tlnt�ty'uhOt 5131ao1 FIarM3a
�c:� .� 'tq (:tJ,tutin:SlaN E£t$�535
r. n
PropartySearch- Report ,
M IAM I-DADE COUNTYPROPERTY APPRAISER
t�AsN . ' 0 }
PROPERTY APPRAISER
Proper
.a-
Property Infernmfion:
Folio
11-3205-017-0090
Property Address
1065 NE 97 ST
Owner Name(s)
O1J LICA
LUMNTA LIJCA
Meiling Address
1065 NE 97 ST
MIAMI SHORES FL 33138
PrimaryZone
1400 SGL FAMLY - 3001-3250 SQ
Use Code
0101 RESDENTIAL - SWGLE FAMILY
:1 UNIT
Beds/Baths/Half
2/1/0
Floors
1
Living Units
1
Adj. Sq. Footage
2,409
Lot Size
8,475 SQFT
Year Built
1950
Full Legal Description
RIS/ PL MIAMI SHORES SEC 8
PB 43-51
LOT 9 BLK 180
LOT SIZE 75.000 X 113
OR 19304-3468 09 2000 4
COC 21656-2092 09 20031
Assessment Information:
Year 2013 2012
Land Value $155,012 $146,632
Building Value $163,330 $182,595
Market Value $318,342 $329,227
Assessed Value $302,7681 $297,707
Benefits Information:
Benefit
Type
2013
2012
Save Our Homes
Cap
Assessment
Reduction
$15,574
$31,520
Homestead
Exemption
$25,000
$25,000
Second
Homestead
Btemption
$25,000
$25,000
Note: not all benefits are applicable to all Taxable Values (ie County,
School Hoard, City, Regional).
Disclaimer:
1AAMal Photography M2
Taxable Value Information:
Year
2013
2012
Btemptionl
Taxable
Esemption/
Taxable
County
$50,000!$252,768
$50,000/$247,707
School Board
$25,0001$277,788
$25,000/$272,707
City
$50,0001$252,768
$50,000/$247,707
Regional
$50,0001$252,768
$50,0001$247,707
Sale Information:
Date
Amount
ORBook-Page
Qualification Code
01!2112014
$580,000
28998-2327
Corrective, tax or QCD; min
consideration
09101 /2003
$392,000
21656-2092
2008 and prior year sales; (lual
by exam of demi
09/01/20
$0
19304-3468
Qual by exam of deed
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and QS data to reflect the latest property information and
GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation.
Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record The Property Appraiser
and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision
made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at
http:/Avww.miamida&.gov/info/disrlaimer.asp.
Property information inquiries, comments, and stVgcstions email: pawebmail@mkmidade.gov
GIS inquiries, comments, and suggestions email: gW@miamidade.gov Generated on: Fri Feb 28 2014
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 -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: COM 4 " lu- 1-"X
Property Address: 10 b.5 W15 q r7+h
Roofing Permit Number:
Dear Building Official:
I W 6A- certify that I am not required to retrofit the roof to wall connections of my
building because:
WThe 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 editio a South Florida Building Code (1994 SFBC)
7r
1 (0",/-- 41u
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 2 day of
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the bu inRnot
SFBC. Then you must provide a building applIc ation from a General Contractor for the Roof to Wall connection Hurricane Mitlgation.
Revised on 621@0
judgment and knowledge of local/regional wage scales can provide additional guidance to determine
reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC).
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
ITEMS TO BE INCLUDED
(Please check off each line)
ALL STRUCTURAL ELEMENTS INCLUDING:
[ ] Spread or continuous foundation footings and pilings
[ J Monolithic or other types of concrete slabs
[ ] Bearing walls, tie beams and trusses
[ ] Wood or reinforced concrete decking or roofing
[ ] Floors and ceilings
[ ] Attached decks and porches
[ ] Interior partition walls
[ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings
[ ] Windows and doors
["p -shingling or re -tiling a roof
[ ] Hardware
ALL INTERIOR FINISH ELEMENTS, INCLUDING:
[ ] Tiling, linoleum, stone or carpet over sub -flooring
[ ] Bathroom tiling and fixtures
[ J Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative
finishes)
[ ] Kitchen, utility and bathroom cabinets
[ ] Built-in bookcases, cabinets and furniture
[ ] Hardware
ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING:
[ ] HVAC equipment
[ ] Repair or reconstruction of plumbing and electrical services
[ ] Light fixtures and ceiling fans
[ ] Security systems
[ ] Built-in kitchen appliances
[ J Central vacuum systems
[ ] Water filtration, conditioning or recirculation systems
ALSO:
[ J Labor and other costs associated with demolishing, removing or altering building components
[ ] Overhead and profit
ITEMS TO BE EXCLUDED
Plans and specifications
Survey costs
Permit fees
Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to
landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.)
Items not considered real property such as: throw rugs (carpeting over finished floors), furniture,
refrigerators, appliances which are not built-in, etc.
OUTSIDE IMPROVEMENTS, INCLUDING:
Landscaping Sidewalks
Fences Yard lights
Swimming pools\spa Screened pool enclosures
Sheds Gazebos
Detached structures (incl. garages) Landscape irrigation systems
Docks and Davits Seawalls
Driveways Decks
ITEMS REQUIRED TO EVALUATE YOUR APPLICATION
APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item):
1. Completed and signed application for substantial damagermprovement review (included in
this package).
2. Elevation certificate if property is located above base flood elevation.
3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed,
notarized and dated (included in package).
4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed,
notarized and dated (included in package).
5. Estimated Cost of reconstruction/improvement form (included in package) and all required
backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate
Form).
6. This checklist.
7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids
to document the cost estimate.
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
APPLICATION FOR SUBSTANTIAL DAMAGE
OR SUBSTANTIAL IMPROVEMENT REVIEW
-6n Sr
Property L'SWrier'sW �N�am`}e: Lo a
Property Owni1.s A red$
Property Owner's Phone Number:
.30� _ 3o.1— 3611,19
Contractor's Name:?W [ �n . , A 401
i(k•
Contractor's 59 41 sco t oG( ,��
Address:
-UY0 ,)-1 i- 9&40
Flood Zone BFE Lowest Floor Elevation
(Excluding garage or carport)
Check one of the following:
[ ] I am attaching a State Certified Appraiser's report, valuing the structure at:
Friam not attaching a State Certified Appraiser's report and I accept the use of the valuation of
my property that has been rec ed by the County Property Appraiser's Office.
SIGNATURES: �
Property Owner: Date:
Contractor: Date:
Property Address:
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
PROPERTY OWNER'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Contractor's Name: r r Yp , - PO4-� r i,� n_ `
Property Owner's Name: & W U t , CA
Property Owner's Address: 1065 k IC 191 119r
Property Owner's Phone -3Q5 , 3oq I - 39 In
Number.
I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or
Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject
structure including all additions, improvements and repairs and, if the work is the result of Substantial
Damage, this work will return .the structure at least to the "before damage" condition and bring the
structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any
repairs or perform any work on the subject structure other than what has been included in the attached
list.
I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF
COUNTY OF e1�
Before me this day Pers a y appeared Corn 4-1 r 0 @ . /-tte-&.. , who, being
duly sworn, depose a ays that he/she has read, understands, and agrees to comply with all the
aforementioned i ' n .mil
Property Owner's Signature
Sworn to and subscribed before me this day of , 20_&.
Notary Public State of fl -
My commission expires
• �A}� 111il01�T
Property Address:
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
CONTRACTOR'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
11D05 a - C;.
IST
Contractor's Name: �� I K�Lj A- i e r,
Contractor's Company Name: ?*0 i �WA
I�� h � mc,, ' & -� ,
Contractor's Address: �g C f �� G
Contractor's Phone Number: 945 --)64-
Df9 i
Contractor's State Registration 7
_Mg
�Ne
. 3302
Contractor's We Registration Number (if applicable):
I hereby attest that I, or a member of my staff, personally inspected the subject property and produced
the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a
Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK
TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of
Work, will return the structure to at least its condition prior to damage and bring the structure into
compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed
for the subject building are included in this estimate and that neither I nor any subcontractor or agent
representing me will make any repairs or perform any work on the subject structure other than what has
been included in the attached list.
I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF 1,!7,r"
COUNTY of
Before me this day personally appeared e , who, being
duly sworn, deposes and says that he/sh6 has read, understands, and agrees to comply with all the
afore° Wtion dations: o `
Contractor's Si n
g ature
Swom to and subscribed before me this &Q Oqy of /-e LjQg2d , 20 / V.
My comi�' "n�n eNpohblic s,RW Of S�
: Joanna M Felldano
My Commission FF 082753
Expires 01/12/2018
Application Cost Estimate of Reconstruction / Improvement
Number Date
Address —�
This cost estimate of reconstructionlimprovement must be prepared by and signed by the
contractor or by the owner If the owner acts as the contractor. Owners who act as their own
contractors must estimate their labor cost at the current market value for any work they Intend to
perform.
Sub -Contractor Bids
Contractor Pr Owner
Estimates 00
Bid Amounts (see note "D")
1. Masonry
2. Carpentry Material (rough)
3. Carpentry Labor (rough)
4. oofi
5. Insulation and Weather-strip
6. Exterior Finish (stucco)
7. Doors, Windows & Shutters
8. Lumber Finish
9. Hardware
10. Drywall
11. Cabinets (Built-in)
12. Floor Covering
13. Plumbing
14. Shower/Tub/Toilet
15. Electrical & Light Fixtures
16. Concrete
17. Built-in Appliances
18. HVAC
19. Paint
20. Demolition & Removal
21. Overhead & Profit
Material 6� �� La or Costs
Costs_ `t p
p w 17L
Z 0
La o
E: s
FEB 2a 2014t; I'Ty
11GOR 1MOCmr NURMCME WW
. Z? w
3W Ria m
Florida Building ode Edition1�i 0
Section A (General Information)
Master Permit No. ,Process No.
Contractor's Name � �.t V "* R00 i m
Job Address IV 5 ,5 q r7+)N .S+
• ROOF CATEGORY
4 Low Slops ❑ Mechanically Fastened isle WMortadAdhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 95o
ROOF TYPE
Q New Roof 1� Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
9!50
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.
�fy Ib`'
�.. _ }.
,�. IPJ :.. •• �-i .�• �. . �. _: ..� .i•i ._
HIGH VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
H911 Yelack
Y Hurricane Zone tfNforrn Permit AWICdM Fonn.
SeCtinl1 G (Low Slope Ayoliw1lon)
Fill in Specific Roof Assembly Components Fastener Spacing for Anchodease Sheet
and identify AAanufacturer Attachment
Of a component Is not used, Me" as -NA-)
System Manufacturer. AF
1
NOA No.: 3 —Oq aq t N
Design Wind Pressures, From RAS 128 or Calcuations:
Max. Design Pressure, From the Specific NOA
System:`��,s
Deck
Type:-- 14ii i i` �` ir> G'
Gaugetrhickness:
Slope:
AndwrBase Sheet & No. of Ply(s): j SC'
A orr' L� d i iVt�t i 13ad ng a TIn
�
Insulation Base Layer. .J.
Base Insulation Size and Thiduvw:�
Base Insulall n F�as er g Material:
•t- ill i�'
Top insulation Layer
Top Insulation Size and Thidmess:
Top Insulation FastenerBonding Material:
Base Shee(s) & No. of Ply(s): P
Base Sheet FastenerBonding Material:
Ply Sheet(s) & No. of Ply(s):
Ply Sheet FastenerBonding Material:
Top
Top Ply iA.O �iY'�GiT t I:
Surfacing:
Fiekk� foc @ Lap, E Rows L q "cc
Perimeter. V° " oc @ Lap. # RMS @ ° oc
Comer. k! ° oc @ Lap, # Rears 41—@..L -OC
Number of Fasteners Per Insulation
Board
Field Perimeter Comer
Illustrate Components Noted and
Details as Applicable:
Woodbtoddng, Gutter, Edge Termination,
Shipping, Fleshing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coping, Etc.
In f : Mean -Roof Height; Parapet Height,
Height of Base Flashing, Component Material,
Material Thiclmess, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 911 and Chapter 16.
WlV\e4-VLA CAP
FT.
�M' v &ip
Heia e t
�hc
510. " ID W Woo CL Mean
j ' Roof
a t l6+r� P Height
ROOF ASSEMBLES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2007
High -Velocity Hurricane Zane Uniform Penna Application Foran.
Roof System Manufacturer: v ore1
Notice of Acceptance Number: � L __ OAaQAN► 03
Minimum Design Wind Pressures, if Applicable (From RAS 127 or
Calculations 121: P2• bq a 133: j 00i r
Maximum Design Pressure
(From th=ct Approval Specific System):
Deck type: 1 X �"' - t1 t l'1"� VA/Vv
Type Underlayment:
Roo Slope:
'
121 Insulation: N Ilk
Fire Barrier:
Ridge Vett n? Fastener Type & Spacing: 11/41 e�
Adhesive Type: Ui Li'l cg
Type Cap Sheet:�-
�A
Mean Roof Height: 1 �-i Roof Covering:
Type & Size Drip ��( ��li/
Edge:
���i�{'•}i�L?.1S
FLORIDA BUILDING CODE —BUILDING
INE
Section E ,Mis Calculations)
For Mommt band the sY choose either Modwd 1 or L Compare the vskm
for ill,wM #m vidues from W if as akvmuw are giemm Om or equal to'ihe
values, for each area of the roof, thM tfte the attachment medwd is acceptable. -
mor
Bawl Tft Cafeuk g� Per RAS IZr
�
(Pt: a x�� __�: =fides
�w /1� Rte,.
(PS: IMA f I x h a 313 =-91 0 =mi . = UrA
Rt'.dii hoof "aiam -41-
f t►t
5'
2W 25'
3W
4W
212
34.4
36.5 38.2
39.7
42.2
3:12
2"
24A Me
27.4
39.6
4.92
30.4
32-2 33.3
35.9
37.3
5:12
28A
30.1 9 31.6
}
34,9 j
512
26A
2-0,0 29e®
39;5
n 8
7:12
24A
25.9-07.1
2"
30.0
a. '.1. ._ 1 .f' -".-. : f :�' -. ._ "1.(.+ ..i1 .:1 a ff-:�..ci f- -•. � .r.
McMad 3 fit Ekwed Tfie Cakmdadom Per RAS 12e7"
(P,:—xl: = x _ )-W: xcwfk - =F,, PmductftpravalP
(P7 x 1: a It 1- W: x Ctrs M - = Fr, F -- .
Wetere � Cir$
cri oaa
to Owd
tfi i ort' or ia3 l t15 itr i orgy an grebe isg r c b aci mn ria :
�.
• t�Ya83 R'$SSf� :1�R,gf�
� A L � -zc
4. £ir°gyn-gS?k LenSwT 4F0
M*m&9dUO to QrwAy
& f
p���� p*,� ��
Ram*ed !RL ent
WOmm
pp� f•�tFMdM �n�
r
ba
•��
F. Cab
Aer ap 100 •f *d
w
aa.
A m st be mOnMed to &t6 &Gft tom' at Me f rw of M40mam ,
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permti, and to explain to the owner the content of the motion. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction performance standards.
Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues
such as coloror architectural appearance, that are not part of a zoning code, should be address as part of
the agreement between the owner and the contractor.
2. k1-- Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be
renailai In accordance with the current provisions of Section R4403. (The roof deck Is usually concealed prior
to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or
owner should notify the occupants of adjacent units of roofing to be performed.
4. 'Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can
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.
5. SPonding water. The current roof system and/or desk of the building may not drain well and may
cause water to pond (accumulate) In low-lying areas of the roof. Pounding can be an indication of structural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. !2 Overflow scuppers (wall outlets): it is required that rainwater flows off se that the roof Is not
overloaded from a buildup of water. Perimetededge 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 of Sections R4402, R4403 and R4413.
7. cy, '" Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existing amount of attic ventilation shag not be
reduced. may be beneficial to consider additional venting which can result In extending the service iife of the
roof.
OwnedAgents Signature Date Contractor Signature Date
Revised on 719/2009 LD
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construe materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section
to be, used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI).
This NOA shall not be valid after the expiration date stated blow. The Miami Dade County Product Control Section
(In Miami Dade County) and/or the AEU (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this
acceptance, if it is determined by MminDade County Product Control Section that this product or material &Us to
meet the regwrements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Badding Code
including the High Velocity Hurricane Zone of the Florida Building Cale.
DESCRIPTION: Saxony 900 Concrete Roof Tile
LA=uNG: Each unit shall bear a pmmanent label with the maaufac urces name or logo, city, state and following
statement: "Miami Dade County Product Cartrol 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
TERMIr1ATION 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 ate 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 dislributois and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA#07-0711.03 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigers.
NOA N6.:12 0222.03
t ` : Esphmdon Date: 64fM7
Approval Date: 04119/12
Pavl of t3
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE
This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof
Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of
Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code does not exceed the design pressure values obtained by calculations in compliance with RAS
127 using the values listed in the installation section herein. The attachment calculations shall be
done as a moment based system..
2. PRODUCT DESCRIPTION
Manufactured by
Test Identifier
Test
Product
Apiplicant
Dimensions
specifications
Description
Saxony 900
1=17"
TAS 112
Flat profile, interlocking, high -
The Center for Applied
w =13"
Static Uplift Testing
pressure extruded concrete roof tile
Engineering, Inc.
1-5/32" thick Slate
TAS 101 (Mortar Set)
equipped with two nail holes. For
The Center for Applied
1-9/32" thick Shake &
Static Uplift Testing
direct deck or battened nail -on, mortar
Engineering, Inc.
Split Shake
TAS 101 (Adhesive Set)
set or adhesive set applications.
Trim Pieces
Length: varies
TAS -112
Accessory trim, boosted Barcelona,
Width: varies
concrete roof pieces for use at hips,
varying thickness
rakes, ridges and valley terminations
manufactured for each tile profile.
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL.
2.2 SUBmTrTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
The Center for Applied
94-084
Static Uplift Testing
May 1994
Engineering, Inc.
TAS 101 (Mortar Set)
The Center for Applied
94-060A
Static Uplift Testing
March, 1994
Engineering, Inc.
TAS 101 (Adhesive Set)
i. 51 *K01
JAPPROVEDI
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 2 of 8
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Atlanta Testing & Engineering,
Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
25-7183-6
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Direct Deck)
25-7183-5
Static Uplift Testing
TAS 102
(2 Quik -Drive Screws,
Battens)
25-7214-1
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw, Direct
Deck)
25-7214-5
Static Uplift Testing
TAS 102
(1 Quik -Drive Screw,
Battens)
7161-03
Wind Tunnel Testing
Appendix H
TAS 108 (Nail -On)
Letter Dated Aug. 1,
Wind Tunnel Testing
1994
TAS 108 (Nail -On)
P0631-01
Wind Tunnel Testing
TAS 108 (Mortar Set)
P0402
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Project No. 307025
Wind Driven Rain
Test #MDC -77
TAS 100
R1.894
Physical Properties
R2.894
TAS 112
R3.894
520109-1
Static Uplift Testing
520111-4
TAS 101
520191-1
Static Uplift Testing
TAS 101
Evaluation
25-7094
Calculations
Evaluation
25-7496
Calculations
Evaluation
25-7584
Calculations
25-7804b-8
25-7804-4 & 5
25-7848-6
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December 1996
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 3 of 8
v
Walker Engineering, Inc.
Evaluation
25-7183
March 1995
Wldth-w (ft)
Calculations
11.5
1.417
Walker Engineering, Inc.
Evaluation
Aerodynamic Multipliers
January 2007
Calculations
Walker Engineering, Inc.
Calculations
Two Patty Adhesive Set
April 1999
System
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
February 2007
Calculations
Gravity
Nutting Engineers
130
TAS 112
January 2007
3. LnwAnon
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set the applications, a static field uplift test shall be performed in
accordance with TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with the applicable Building Code.
4. INSTALLATION
4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be
installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and
RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (1 x w)
Tile Profile
Welght-W (Ibf)
Length -I (ft)
Wldth-w (ft)
Saxony 900
Slate, Shake $ Split Shake
11.5
1.417
1.08
Table 2: Aerodynamic Multipliers -;L (ft)
Tile
X (ft)
X (ft
Profile
Batten Application
Direct Deck Application
MonierLif@tile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approvals Date: 04/19/12
Page 4 of 8
Table 3: Restoring Moments due to Gravity - M9 (ft4bf)
Tile
2":12"
3":12"
4":12"
5":12"
6":12"
7":12" or
Profile
38.1
17.2
Slate, Shake 8
Split Shake
1-10d Smooth or Screw Shank Nail
7.3
greater
Saxony
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
900
1-10d Smooth or Screw Shank Nail
Field Clip)
Deck
24.3
Deck
1-10d Smooth or Screw Shank Nail
Eave Clip)
Deck
19.0
Deck
Deck
35.5
Deck
Slate,
7.16
8.12
7.08
8.03
6.97
7.91
6.82
7.74
6.65
7.55
6.46
7.34
Shake &
Split
Shake
Table 4: Attachment Resistance Expressed as a Moment - Mf (ftdbf)
for Phil -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32"
plywood)
Direct Deck
(min. 19/32"
plywood)
Battens
Saxony 900
2-10d Fting Shank Nails
30.9
38.1
17.2
Slate, Shake 8
Split Shake
1-10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2-10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7
24.4
1-10d Smooth or Screw Shank Nail
Field Clip)
24.3
24.3
24.2
1-10d Smooth or Screw Shank Nail
Eave Clip)
19.0
19.0
22.1
2-10d Smooth or Screw Shank Nails
Field Clip)
35.5
35.5
34.8
2-10d Smooth or Screw Shank Nails
Eave Clip)
31.9
31.9
32.2
Table 5: Attachment Resistance Expressed as a Moment Mr (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
MonierLifetile Saxony 900
Adhesive
31.
Slate, Shake & Split Shake
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
PoWdam Product, Inc. Average weight per patty 8 grams.
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 5 of 8
r
4
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft4bf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Polylbarn PolyProTm
118.9
Pol oam PolyProTm
40.4
3 Large paddy placement of 45 rams of PolyProTm.
Mortar Set
4 Medium paddy placement of 24 grams of Pol ProTm.
Slate, Shake & Split Shake
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft4bf)
for Mortar Set Systems
Tile
Tile
Attachment
Profile
Application
Reslstan
MonierLifetile Saxony 900
Mortar Set
43.8
Slate, Shake & Split Shake
5. Tile-Tite Roof Tile Mortar
J
5. LABELING MAY 7 4 )013
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name pr'logo as
detailed below, or following statement: "Miami -Dade County Product Control_Approved": ,
LABEL FOR SAXONY 900 TILE (LAKE WALES FL PLANT)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
NOA No.: 12-0222-03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 6 of 8
4
NAIL F
W
PROFILE DRAWING
WATERLOCK
SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL)
6132 " (slate)
9/32 " (shake)
fERLAY
MONIERLImim SAXONY 900 CONCRETE ROOF TELE (SPLIT SHAKE MODEL)
NOA No.:12-0222A3
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 7 of 8
4.
MoNiERIAFFTn.E SAxoNY 900 CONCRETE ROOF TmE (SHAKE MODEL)
END OF THIS ACCEPTANCE
NOA No.: 12-0222.03
Expiration Date: 04/26/17
Approval Date: 04/19/12
Page 8 of 8
•
T •
MIAMUADE
® MIAAO-D�tHL� QOIDV'!°Y� • • • •
PRODUCT CONTROL SECTION •
DEPARTNMNT OF PER11II'1T RG, ENVMON11IENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 S0A Sob 208 • • • • i •
BOARD AND CODE ADMaVISTRATION DIVISION Miami, FWddP33119-2474
T (786) 31S-2590 F (786)SIS-2599 • s •' •'
NOTICE OF ACCEPTANCE (NOA) WWW-ndandeg"Kamn
3M Company
3M Center Building 022"54416 . ••:
St. Paul, MN. 55144-100
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of duction materials. The
documentation submitted has been reviewed and accepted by Miami Dade County PERA - Product Control Section to
be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction (AEU).
This NOA shall not be valid atter the expiration date stated below. The Miami Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance nce purposes. N this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if A is determined by Miami Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building cock.
This product is approved as descn1W herein, and has been designed to comply with the Florida' Building Code
including the High Velocity Hurricane Zone of the Florida Budding Code.
IiESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesive AR -160
LABELING: Each unit shall bear a went label with the manufactxuel" s name or logo, city, state and following
statement 'Miami Dade County Product Control Approves", 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 pry ict.
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.
ADVERTMEAH NT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. N any portion of the NOA is displayed, Bien it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manuf iaturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigers.
NOA No. -1248228.18
Eamon Data.. WNW,"'
Approval Dada» 000/12
Page i of 7 A ,
,
ROOFING COMPONENT APPROVAL: • • • • • • • • •
Category: Roofing •'
Sub Category: Roof file adhesive
Materials: Polyurethane • • . • . •
SCOPE: • .
This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Companf'ds "
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles
system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Pro Dimensions ® Test Product Description
Specifications
3MTM 2 -Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH -
160
Foam Dispenser RTF1000 N/A Dispensing Equipment
ProPack® 30 & 100 N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Test
Results
Density
ASTM D 1622
1.61bs./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./FV
Moisture Vapor Transmission
ASTM E 96
3.1 Perm / Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F.,100% Humidity, 2
weeks
Closed Cell Content
ASTM D 2856
86%
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
Note: The physical properties listed above are presented as typical average values as deterrow� •
by accepted ASTM test methods and are subject to normal manufacturing variation.•
01/16/95
Trinity Engineering
7050.02.96-1
EvIDENcE SUBNTrTED:
03/14/96
• • • •
Test Agency Test Identifier
Test NamefflRoort
•
Center for Applied Engineering #94-060
TAS 101
04108/98
257818-1PA
TAS 101
12ild/90
25-7438-3
SSTD 11-93
10/25/95
25-7438-4
25-7438-7
SSTD 11-93
11/02/95
25-7492
SSTD 11-93
12/12/95
Miles Laboratories NB -589-631
ASTM D 1623
02/01/94
Polymers Division
Ramtech Laboratories, Inc.
9637-92
ASTM E 108
04/30/93
Southwest Research Institute
01-6743-011
ASTM E 108
11/16/94
01-6739-062b[1]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96-1
TAS 114
03/14/96
Celotex Corp. Testing Services 5284542-1 TAS 101 10/23/98
5284549-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
WnTATIoNs:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high file 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 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their file assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
rF _W
2
MS
APPROVED!
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 3 of 7
U�
...... ......
INSTALLATION: • •
1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof file assembly having a current . ,
NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AN -160. • • • • • •
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component
Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide suffid8a£
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is
noted in the roof file assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Company's 3MI 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority having jurisdiction.
5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0
(B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No
other settings shall be approved.
6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or
ProPack0 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTm 2 -
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the Placement Details' herein. Each generic file profile requires the specific placement noted
herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight per
paddy Min. (grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile 2 Piece Barrel
#1
17/side on cap and 34/
N/A
Flat, Low High Profiles
1 #2
24
N/A
Flat, Low, Iligh Profiles
1 #3
1
1 8
NOA No.: 12-0228.18
Expiration Date. 05/10/17
Approval Date: 05/10/12
Page 4 of 7
0 0 0 0
0000
LABELING: •
All 3M7m 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the StandardC-@;Ations::::::
listed herein. *0 0
WELDING PERMIT REQUIREMENTS: :00000
00 . :
As required by the Building Official or applicable building code in order to properly evaluate the installation tfibis
system
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Mftm*pwftcwmd
1
10
FSS*
EM =M 0*
EmCbm
Vj"8ft"R*M
41LupfkmweW%ft
Emdom
FIRMISMS!
CPO"
pow"Moft
pdtb"
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
PIANO
Emdom
FIRMISMS!
CPO"
pow"Moft
pdtb"
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
711 1 .77;�
V'09080
NOA No.: 12-022&18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
0000
0 0
ADHESIVE PLACEMENT DETAEL 3 :Goo*@ 0:00:.
0
DOUBLE PATTY 00
0 •0000•
00 00
a :00:0:
0
Nall dwough pMft cment singlepadOt"Werre"a
wwantfle) Undwhyment wn&wq"6
Pb* ape x 7 In. modpeftem km
(undertne) sim
• mmordy
40" Sinop* 0,1131-IrLx 3 hL
M underdle
x3k I 41L 2hL
NSb*
My on z M. 41n. paddyon
unUwdfw**6 under -
0 Isyrnent
Single Fescie
Eave counle atop of too weelfich
Eme
81"Ibe p P* In. X7 In. memo com Em donne
an toof tHe
Fdmpaddyem %
D*edp
ee* course
. . . . . . . . . . . . ...��
rte/
END OF THIS ACCEPTANCE
NOA No.: 12-0228.18
Expiration Date-- 05/10/17
Approval Date: 05/10/12
Page 7 of 7
MIAMl�ADE •' • •
MIAMI-DAISE COUNIIf •'
PRODUCT COAFAI:SECTIOAI• • • •
DEPARTMENT' OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 Sw 26'Shvd Room 208 . •
BOARD AND CODE ADMINISTRATION DIVISION Miami, Flod%33:75-2474 •
T(786)315-2590
F'(78@� S 15 259y�
NOTICE OF ACCEPTANCE (NOA) vmw.m1an &de. %°n°°�• 0600
Polygiess USA Inc.
150 Lyon Drive • 0
Fernley, NV 89408 • • • •
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance proposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AM 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 revises NOA #11-1229.01 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
JAPPROVED
NOA No.: 12-0713.02 '!
Expiration Date: 09/13/16
Approval Date: 02/14/13
Pane 1 of 8
1 I
ROOFING COMPONENT APPROVAL ' •'
Catefforn Roofing •
Sgt-Cateeory Underlayment •
Material: SBS , APP Self -Adhering Modified Bitumen
PRODUCTS DESCRIPTION:
•
Test
Product ;""'
o u
Dimensions
Spg� on
Descrigdou
Polystick MTS
Roll:
TAS 103
. .
A homogeneous, rubberized asphalt "
underlayment
65'8" x 3'V/8"
waterproofing membrane, glass fiber reinforced
Manufacturing Location
60 mils thick
with polyolefinic film on the upper surface for
#2
use as an underlayment for metal roofing, roof
tile, slate tiles and shingle underlayment.
Polystick IR -Xe
Roll:
TAS 103 and
A fine granular/sand top surface self -adhering,
underlayment
65' x 3'3 3/8"
ASTM D 1970
APP polymer modified, fiberglass reinforced,
Manufacturing Location
Or 65' x 3'
bituminous sheet material for use as an
#1 & #2
60 mils thick
underlayment in sloped roof assemblies.
Designed as an ice & rain shield and as a flat
roof tile underlayment.
Polystick TU
Roll:
TAS 103 and
A heavy granuled surface self adhering, APP
underlayment
32'10" x 3'3 3/e"
ASTM D 1970
polymer modified, fiberglass or polyester
Manufacturing Location
100 mils thick
reinforced, bituminous sheet material for use as
#1
an underlayment in sloped roof assemblies.
Designed as a a roof tile underlayment.
Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self -adhering, glass-
underlayment 65' x 3'3-3/8" ASTM D 1970 fiber/polyester reinforced waterproofing
(Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof
Manufacturing Location tile underlayment.
#1 & #2
Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane,
underlayment 32'10" x 3'3 3/s" ASTM D 1970 glass-fiber/polyester reinforced, with a granular
Mam facturing Location 130 mils thick surface designed for use as a file roof
#2 underlayment.
Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass-
Manufachaing Location 61' x 3'3-3/8" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and roof
file underlayment.
Polystck Dual Pro Roll: TAS 103 and A rubberized asphalt self -adhering, glass-
ManufacturingLocation 161'x 33-'/B" ASTM D 1970 fiber/polyester reinforced waterproofing
#2 60 mils thick membrane. Designed as a metal roofing and
roof tile underlayment
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 2 of 8
PRODUCTS DESCRIPTION: ..
Test Product'00 0000
Product Dimensions Specification description 0" 0. .
Polystick TU Max Roll: TAS 103 and A rubberized asphalt self -adhering, ;ofyesfer ... :'
MwmfacturingLocation 65'8" x 31-3/8" ASTM D 1970 reinforced waterproofing membrangr D.esoed ......
60 mils thick as a a roof tile underlayment. • • • •
......
.. .
MANUFACTURING PLANTS: •. • • 0*:
• • •
.
1.Hazelton, PA '
2.Winter Haven, FL
EVIDENCE SUBMrt TED:
Test Amem
,Test
Test Name JReport
Exterior Research & Design, LLC
11756.04.01-1
TAS 103
04/27/01
11756.08.01-1
ASTM D 1970
08/14/01
02202.08.05
TAS 103
08/29/05
Trinity SRU
P5110.08.07
TAS 103
08/29/07
P10870.09.08 -R1
TAS 103
12/04/08
P10870.04.09
TAS 103/ASTM D4798 & G155
04/13/09
P33360.06.10
ASTM D1970
07/01/10
P33370.03.11
TAS 103
03/02/11
P33370.04.11
ASTM D 1623
04/26/11
P36900.09.11
TAS 103/ASTM D4798 & G155
09/01/11
P37300.10.11
TAS 110/ASTM D4798 & D1970
10/19/11
P40390.08.12-1
TAS 103 & TAS 110
08/06/12
P40390.08.12-2
ASTM D 1623
08/07/12
P40390.10.12
ASTM D 1970
10/03/12
PRI Asphalt Technologies
PRIM I I I
ASTM D 4977
04/08/02
PUSA-005-02-01
ASTM D 4977
01/31/02
PUSA-018-02-01
ASTM D 2523
07/14/03
PUSA-035-02-01
TAS 103
09/29/06
PUSA-033-02-01
ASTM D 1970
01/12/06
PUSA-055-02-02
TAS 103
12/10/07
PUSA-083-02-01
TAS 103
06/30/08
PUSA-089-02-01
TAS 103/ASTM D4798 & G155
07/06/09
Momentum Technologies, Inc.
7X20H7A
TAS 103/ASTM D4798 & G155
04/01/08
RX14E8A
TAS 103/ASTM D4798 & G155
11/09/09
DX23D8B
TAS 103/ASTM D4798 & G155
02/18/10
DX23D8A
TAS 103/ASTM D4798 & G155
02/18/10
Mtaau�aoe cISDO
NOA No.: 124713.02
... , Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 3 of 9
2 ` .000.0
INSTALLATION PROCEDURES: • • 0 •
Deck Type 1: Wood, non -insulated
Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. • • • • 6009:9
Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" hVed jag (for , ;
base sheet only) •' 00
0000..
00
Membrane: Polystick membranes self -adhered. ' • •
0000..
Surfacing: None
1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decki$g phils,
and sweep the deck thoroughly to remove any dust and debris prior to application.
2. Place the underlayment over metal drip edge in accordance with RAS 111.
3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact.
Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3-1/2" and end
laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical
strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with
applicable building code.
4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the
membrane from the center outward in both directions.
5. For ridge applications, center the membrane and roll from the center outward in both directions.
6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special
attention to lap areas.
7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product
Control Notice of Acceptance.
8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be
pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be
applied over the underlayment.
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 4 of 8
GENERAL UwTATIONS: ..
1. Fire classification is not part of this acceptance. ....
2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and skingles, '
non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR Xe;' , and TU
P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max maybe pd in ,
roof tile systems only. 0000*
3. Deck requirements shall be in compliance with applicable building code. • • •
4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck sh911 be free of
irregularities. .
•• •.
5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof
membrane as a mover system.
6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of
days listed in the table below after application. Polyglass reserves the right to revise or alter product
exposure times; not to exceed the preceeding maximum time limitations.
e Limitations da
MTS M -Xe TU TU Plan TU P Tile Pro Dual Pro TU Max
Winter Haven, FL. 180 180 180 180 180 180 180 90
Hazelton, PA. N/A 30 30 180 N/A N/A N/A N/A
7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Cade
and Rule 9N-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 TU, TU Plus, Tile Pro and TU Max may be used in both
adhesive set and mechanically fastened roof tile applications. Polystick IR -Xe, and Dual Pro are limited to
mechanically fastened roof file applications. Polystick MTS is limited to mechanically fastened with battens
roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile
applications with the exception of mortar set tile applications.
9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) file assemblies shall be as
follows: (See Table Below)
Tile Proftle
Polystick MTS
Polystick IR -Xe
Polystick TU, TU
Polystick TU
Plus, TU P, Tile
Max
Pro
Flat Tile
Prohibited without
5:12
No limitation
No limitation
battens
Profiled Tile
Prohibited without
Tbattens
Prohibited
No limitation
No limitation
The above slope limitations can be exceeded only by using battens and counter battens in accordance with the
Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens
are required for both loading and installation of dies at all times.
APPROVED
NOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Paee 5 of
0000..
GENERAL LIMITATIONS: (CONTINUED)
0600
10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping oP .
tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading proce$ure►&r all ......
underlayments except Polystick MTS which shall be loaded onto battens. 0 .
. . .....6
0. ..
......
.0 .
.0.900
.
0. .
11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product
with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and
Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, JR -Xe,
TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of
Acceptance. If Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a
request may be made to the Authority Having Jurisdiction (AIS or the Miami Dade County Product Control
Department for approval provided that appropriate documentation is provided to detail compatibility of the
products, wind uplift resistance, and fire testing results.
LABELING:
1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,
city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control
Approved" or the Miami -Dade County Product Control Seal as shown below.
1�'BAMI�ADE COUNTY
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.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 6 of 8
POLYGLA5S GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANE4: '.. •
1. Polyglass does accept the direct application of Polystick underlayment membranes to wood deck. hhtallers •
are cautioned to refer to applicable local building codes prior to direct deck installation to ensure:'tht.4 fs" • • • • • •
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 -naffed in selvage edge seam as pei Volyglass .. �.
Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metaldisk gs • • •
required in Dade County or simplex type nail as otherwise allowable in other regions, at a mining tft of
12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para rdavai' on
the face of membrane, with the above stated nails and/or disks. The head lap membrane is to coves th'eparea
being back -nailed. (Please refer to applicable local building codes prior to installation.)
I All seal lap seams (selvage laps) must be rolled with a hand roller to ensure finll contact.
4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass
Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement,
Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic
between the laps does not apply to Polystick MTS.
5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass
Tile Loading Guidelines. See General Limitations #9 and #10.
6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for
pitch/slopes of T'/12" or greater. It is suggested that on pitch/slopes in excess of 6'/a"/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.
& Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or
exposed roof to wall details.
9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified
Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing
Cement to the area in need of repair, followed by a patch of the Polystick material of like kind should be set
and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6
inches in either direction. The repair should he installed in such a way so that water will nun parallel to or
over the top of all laps of the patch.
10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass
requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are
acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits
rolling.
11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick
membranes commences. An approved substrate technical bulletin can be furnished upon request. It is
recommended to refer to applicable building codes prior to installation to verify acceptable substrates.
12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and
PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800)
894-4563.
1VOA No.: 12-0713.02
Expiration Date: 09/13/16
Approval Date: 02/14/13
Page 7 of 8
•
13. Questions in regards to the application of Polyglass products should be directed to our TechnicalSe3ryu*es
Department at 1(800) 894-4563. *0
*060
.
14. Polyglass recommends that applicators follow good roofing practices and applicable procedures -& *xAmed • • • • � •
by the National Roofing Contractors Association (NRCA).
PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC •
APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS ANV.•
RECOMMENDATIONS.
END OF THIS ACCEPTANCE
NOA No.: 12-0713.02
LAPPRe Er, F.Bpiratlon Date: 09/13/16
Approval Date: 02/14/13
Page 8 of 9
rm
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) 31525-99
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
GAF
1361 Alps Road
Wayne, NJ 07470
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County
Product Control Section that this product or material fails to meet the requirements of the applicable
building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION:: GAF Ruberoid® Modified Bitumen Roof System for 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 NOA renews and revises NOA No. 09-0224.01 and consists of pages 1 through 29.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 1 of 29
ROOFING SYSTEM APPROVAL
Category: Roofing
Sub -Category: Modified Bitumen
Material: APP/SBS
Deck Type: Wood
Maximum Design Pressure: -75 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
Product Dimensions Specification Description
Matrix'M 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied
Membrane Adhesive adhesive for modified bitumen roof
systems.
GAFGLAS® #75
39.37"
ASTM D4601
Type H asphalt impregnated and coated
Base Sheet
(1 meter) Wide
glass mat base sheet.
GAFGLAS® #80 Ultima
39.37"
ASTM D4601
Type H asphalt impregnated and coated,
Base Sheet
(1 meter) Wide
fiberglass base sheet.
GAFGLAS® F1exPlim 6
39.37"
ASTM D2178
Type VI asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS® Ply 4
39.37"
ASTM D2178
Type IV asphalt impregnated glass felt
(1 meter) Wide
with asphalt coating.
GAFGLAS®Mineral
39.37"
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
Surfaced Cap Sheet
(1 meter) Wide
surfaced with mineral granules.
GAFGLAS® EnergyCap"'
39.37'
ASTM D3909
Asphalt coated, glass fiber mat cap sheet
BUR Mineral Surface Cap
(1 meter) Wide
surfaced with mineral granules with
Sheet
factory applied EnergyCote"'
GAFGLAS® Stratavene
39.37"
ASTM D4897
Fiberglass base sheet coated on both sides
Eliminator Perforated
(1 meter) Wide
with asphalt. Surfaced on the bottom side
Venting Base Sheet
with mineral granules embedded in
asphaltic coating with factory
perforations.
GAFGLAS® Stratavene
39.37"
ASTM D4897
A nailable, fiberglass base sheet coated on
Eliminator Perforated
(1 meter) Wide
both sides with asphalt. Surfaced on the
Nailable Venting Base
bottom side with mineral granules
Sheet
embedded in asphaltic coating.
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with
Heat -Weld's Smooth
(1 meter) Wide
polymer -modified asphalt and smooth
surfaced.
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with
Heat -Weld'' Granule
(1 meter) Wide
polymer -modified asphalt and surfaced
with mineral granules.
RoofMatch'm
107 sq. ft.
ASTM D6164
Non -woven polyester mat coated with
SBS Modified Granular
(9.9 m2)
SBS polymer -modified asphalt and
surfaced with colored mineral granules.
Ruberoid® SBS
39.37"
ASTM D6164
Non -woven polyester mat coated with fire
Heat -Weld's 170 FR
(1 meter) Wide
retardant polymer -modified asphalt and
surfaced with mineral granules.
NOA No.: 13-0424.14
MIAMMMDECOUNTY
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 2 of 29
Test
Product
Product
Dimensions
Specification
Descri0on
Ruberoid® SBS
39.37"
ASTM D6164
Non-woven polyester mat coated with
Heat-Weld's Plus
(1 meter) Wide
polymer-modified asphalt and surfaced
with mineral granules.
Ruberoid® SBS
39.37"
ASTM D6164
Non-woven polyester mat coated with fire
Heat-Weld' Plus FR
(1 meter) Wide
retardant polymer-modified asphalt and
surfaced with mineral granules.
Ruberoie EnergyCap'
39.37"
ASTM D6164
Non-woven polyester mat coated with fire
SBS Heat-Weld's Plus FR
(1 meter) Wide
retardant polymer-modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Ruberoid® SBS
39.37"
ASTM D6163
Non-woven polyester mat coated with
Heat-Weld's 25
(1 meter) Wide
polymer-modified asphalt and smooth
surfaced.
Ruberoid® Mop Granule
39.37"
ASTM D6164
Non-woven polyester mat coated with
(1 meter) Wide
polymer-modified asphalt and surfaced
with mineral granules.
Ruberoid® Mop Smooth
39.37"
ASTM D6164
Non-woven polyester mat coated with
(1 meter) Wide
polymer-modified asphalt and smooth
surfaced.
Ruberoid® Mop Plus
39.37"
ASTM D6164
Non-woven polyester mat coated with
(1 meter) Wide
polymer-modified asphalt and surfaced
with mineral granules.
Ruberoid® Mop 170FR
39.37"
ASTM D6164
Non-woven polyester mat coated with fire
(1 meter) Wide
retardant polymer modified asphalt and
surfaced with mineral granules.
Ruberoid® Mop FR
39.37"
ASTM D6164
Non-woven polyester mat coated with fire
(1 meter) Wide
retardant polymer-modified asphalt and
surfaced with mineral granules.
Ruberoid® Torch Smooth
39.37"
ASTM D6222
Non-woven polyester mat coated with
(1 meter) Wide
APP modified asphalt and smooth
surfaced.
Ruberoid® Torch Granule
39.37"
ASTM D6222
Non-woven polyester mat coated with
(1 meter) Wide
APP modified asphalt and
surfaced with mineral granules
Ruberoie EnergyCap'
39.37"
ASTM D6222
APP modified cap membrane with a torch
Torch Granule FR
(1 meter) Wide
grade bottom surface and a mineral
granular top surface coated with factory
applied EnergyCote'm.
Ruberoie EnergyCap-
39.37"
ASTM D6222
APP modified cap membrane with a torch
Torch Granule Plus FR
(1 meter) Wide
grade bottom surface and a mineral
granular top surface coated with factory
applied EnergyCote'm.
RoofMatch''
107 sq. ft.
ASTM D6222
Non-woven polyester mat coated with
APP Modified Granular
(9.9 m2)
APP polymer-modified asphalt and
surfaced with colored mineral granules.
Ruberoid® Torch FR
1 meter
ASTM D6222
Non-woven polyester mat, coated with fire
(39.37") Wide
retardant asphalt modified bitumen
membrane with granule surface.
NOA No.: 13-0424.14
MIAMMMDECOUNTY
Expiration Date: 11/06/14
�VMJRIMI
Approval Date: 10/31/13
Page 3 of 29
Protection
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 4 of 29
Test
Product
Product
Dimensions
Specification
Description
Ruberoid® 20
1 meter
ASTM D6163
SBS modified asphalt base sheet reinforce
(39.37") Wide
with a glass fiber mat.
Ruberoid® 30
1 meter
ASTM D6163
Non -woven fiberglass mat coated with
(39.37") Wide
polymer modified asphalt and surfaced
with mineral granules.
Ruberoid® 30 FR
1 meter
ASTM D6163
Non -woven fiberglass mat coated with fire
(39.37") Wide
retardant, polymer -modified asphalt and
surfaced with mineral granules.
Ruberoid® EnergyCap- 30
1 meter
ASTM D6163
Non -woven fiberglass mat coated with fire
FR SBS Membrane
(39.37") Wide
retardant, polymer -modified asphalt and
surfaced with mineral granules and with
factory applied EnergyCote.
Ruberoid® Dual FR
39.37" (1 meter)
ASTM D6162
Non -woven polyester and fiberglass mat
Wide
coated with file retardant, polymer -
modified asphalt and surfaced with
mineral granules.
Topcoat® Elastomeric
1, 5 or 55 gallons
ASTM D6083
An acrylic, water based elastomeric
Roofing Membrane
membrane system designed to protect
various types of roofing surfaces.
Topcoat® MB Plus
5 or 55 gallons
Proprietary
Water based, low VOC primer used to
block asphalt bleed -through.
Topcoat®
5 gallons
ASTM D6083
Solvent based sprayable thermoplastic
Surface Seal SB
rubber sealant designed to protect and
restore aged roof surfaces and to increase
a roofs reflectivity.
FireOut7 Fire Barrier
5, 55 gallons
Proprietary
Low VOC, water-based fire barrier
Coating
coating.
VersaShiele
42" x 100' rolls
ASTM D226
Non -Asphaltic, fire resistant fiberglass -
Fire -Resistant Roof Deck
based underlayment.
Protection
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 4 of 29
c
APPROVED INSULATIONS:
Product Name
EnergyGuard7
Polyiso Insulation
EnergyGuard7
RA Polyiso Insulation
EnergyGuarC
RN Polyiso Insulation
EnergyGuarC
Perlite Recover Board
EnergyGuarC
Perlite Roof Insulation
EnergyGuarC
RA Composite Polyiso
Insulation
Various
Structodeke High
Density Fiber Board
SecurocV Gypsum -Fiber Roof Board
APPROVED FASTENERS:
Table 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite recover board
Perlite roof board
Polyisocyanurate/wood fiberboard
or perlite composite
High density wood fiber
Gypsum board
TABLE 3
Manufacturer
(With Current NOA)
GAF
GAF
GAF
GAF
GAF
GAF
Blue Ridge FiberBoard, Inc.
United States Gypsum Corp.
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Drill -Tec'' #12 Fastener
Carbon steel fastener used
Various
GAF
in steel or wood decks.
2.
Drill-TecTm 414 Fastener
Carbon steel fastener used
Various
GAF
in steel, wood or concrete
decks.
3.
Drill -Teem XHD Fastener
Carbon steel extra heavy
Various
GAF
duty fastener used in steel
decks.
4.
Drill-Tec"m AccuTrac®Flat
AZ -SS aluminized steel
3" x 3"
GAF
Plate
plate for use with Drill-
Tec7m#12 Fastener, Drill -
Tec TM#14 Fastener and
Drill -Tec' #15 Fastener.
5.
Drill -Tec"' ASAP 3S
Drill-Tec"m #12 fastener
Various
GAF
with Drill -Tec' -m 3"
Standard Steel Plate.
6.
Drill -Tec'-- AccuTrac®
Galvalume Steel plate for
3" x 3"
GAF
Recessed Plate
use with Drill -Teem
fasteners.
7.
Drill -Tec'' 3" Steel Plate
Round galvalume steel
3"
GAF
stress plate for use with
Drill -Teem fasteners.
8.
Drill -Teem 3" Standard
Round galvalume plated
3"
GAF
Steel Plate
steel stress plate with
reinforced ribs for use with
Drill -Teem fasteners.
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 5 of 29
EVIDENCE SUBMITTED:
Test Agency
Test Identifier
Description
Date
Factory Mutual Research Corp.
3029832
FMRC 4470
05/11/07
3010215
FMRC 4470
03/01/01
3001276
FMRC 4470
01/28/99
1B9A8.AM
FMRC 4470
09/04/97
3D4Q2.AM
FMRC 4470
04/30/97
ODIA8.AM
FMRC 4470
04/01/98
Underwriters Laboratories
R1306
UL 790
07/22/13
Trinity Engineering
4483.04 97-1
TAS 114
06/06/97
PRI Asphalt Technologies, Inc.
GAF -020-02-01
ASTM D249
02/01/02
ASTM D4977
GAF 306-02-01
ASTM E96
07/07/11
GAF 315-02-01
ASTM D2178
8/23/11
GAF 314-02-01
ASTM D2178
8/23/11
IRT-ARCON Inc.
02-005
TAS 114
03/01/02
02-014
TAS 114
04/08/02
01-039
TAS 114
03/01/02
Trinity ERD
G6850.08.08
ASTM D6164
08/29/08
G6850.08.08
ASTM D6163
08/01/08
G6850.10.08
ASTM D6222
10/06/08
G6850.11.08
ASTM D6222
11/05/08
G40620.07.12-2
ASTM D6222
07/17/12
G34140.04.11-2
ASTM D6163
04/25/11
G31360.03.10
ASTM D6164
03/31/10
G34140.04.11-4
ASTM D4601
04/25/11
G34140.04.11-5
ASTM D4897
04/25/11
G33470.01.11
ASTM D6164
01/13/11
G6850.08.07-1
ASTM D3909
08/13/07
G30250.02.10 -3-R1
ASTM D3909
11/26/12
PRI Construction Technologies LLC.
ASTM D2178
GAF -314-02-01
08/23/11
ASTM D2178
GAF -315-02-01
08/23/11
ASTM D6083
GAF -245-02-01
06/10/10
ASTM D6083
GAF -084-02-01
07/08/05
ASTM D6083
GAF -245-02-01
06/10/10
ASTM D6083
GAF -084-02-01
07/08/05
Momentum Technologies, Inc.
ASTM D6162
AX04C9A
06/05/09
APPROVED
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 6 of 29
APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type 1I: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut"' Fire Barrier Coating, VersaShield o Fire -Resistant Roof Deck Protection
(optional) or SecurocV Gypsum -Fiber Roof Board.
Anchor sheet: GAFGLAS® #80 Ultima"' Base Sheet, GAFGLAS® Stratavent® Eliminator"'
Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld"' Smooth
or Ruberoid® SBS Heat -Weld"' 25 base sheet mechanically fastened to deck as
described below.
Fastening GAFGLAS® Ply 4, GAFGLAS' F1exPly"' 6, GAFGLAS® #75 Base Sheet or any
Options: of above anchor sheets attached to deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows
12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS® FlexPly"' 6, GAFGLAS® #75 Base Sheet or any
of above anchor sheets attached to deck with Drill -Tec"' #12 Fastener, Drill -Tec"'
#14 Fastener or Drill -Tec"' XHD Fastener and Drill -Tec"' 3" Steel Plate, Drill-
Tec"'AccuTrac® Flat Plate or Drill -Tec"' AccuTrac® Recessed Plate installed 12"
o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced
approximately 12" o.c. in the field of t.
(Maximum Design Pressure psf, e neral Limitation #7)
GAFGLAS® FlexPly"' 6 AF�LAS`� #7 a Sheet or any of above anchor
sheets attached to deck roved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS® #80 Ultima Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with
Drill -Tec"' #12 Fastener, Drill-Tec'?A #14 Fastener or Drill -Tec' XHD Fastener
and Drill -Tec"' 3" Steel Plate, Drill -Tec"' AccuTrace Flat Plate or Drill -Tec"'
AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 7 of 29
Any of above anchor sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -Tec"" insulation plates at a fastener spacing of 9" o.c. at the
4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLASO #75 Base Sheet or any of above anchor sheets attached to deck with
Drill -Tec'.' #12 Fastener, Drill -Tec" #14 Fastener or Drill-TecTm XHD Fastener
and Drill -Tec" 3" Steel Plate, Drill -Tec"' AccuTrace Flat Plate or Drill -Tec"'
AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
1 "Q C11C .7�
EnergyGuardTm Polyiso Insulation, EnergyGuard" Polyiso RA Insulation,
EnergyGuardm Polyiso RN Insulation, EnergyGuarC RA Composite Polyiso Insulatio7NI Minimum 1" thick N/A
S crut todeV High Density Fiber Board, EnergyGuarC Perlite Recover Board
Minimum %11 thick N/A N/A
EnergyGuard7 Perlite Roof Insulation
Minimum %11 thick
N/A
N/A
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt
within the EVT range and at a rate of 20-40 lbs./100 ft. Please refer to Roofing Application
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used
only as base layers with a second layer of approved top layer insulation installed as the final
membrane substrate. Composite insulation panels may be used as a top layer placed with the
polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavene
Eliminator'm Perforated Venting Base Sheet laid dry or a layer of EnergyGuarC Perlite Roof
Insulation or wood fiber overlay board on all polyisocyanurate applications.
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80
Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exPly'*m 6, GAFGLAS®
Stratavene Eliminator° Perforated Venting Base Sheet (laid dry), Ru eroi op
moo u eros uberoido SBS Heat-WeIC Smooth or Ruberoid® SBS
Heat -Weld's 25 directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
1 e General Limitation #4).
;Pl>yet: �tionne or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly'*m 6,
#80 Ultima Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of 20-40 lbs./sq.
Membrane: One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap- 30 FR
SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid® Mop 170
FR, Ruberoid®Mop Granule, RoofMatch"" SBS Modified Granular, u eros
717%p Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved
asphalt at an application rate of 25 lb./sq. f 15%.
NOA No.: 13-0424.14
M IAMW=E SUN7Y Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 8 of 29
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of
approved asphalt at 60 lbs./sq.
2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap." BUR Mineral
Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT
range and at a rate of 20-40 lbs./sq.
3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with
Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5
gal./sq.
Maximum Design
Pressure:
APPROVED
See Fastening Above
NOA No.: 13-0424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 9 of 29
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly TM 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum '/a" DensDecke Roof Board or '/z" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LINIITATIONS:
1. 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 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application 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 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. 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. 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 to Roofing Application Standard RAS 111 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 products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9N-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
APPR4YtiD
NOA No.: 13-6424.14
Expiration Date: 11/06/14
Approval Date: 10/31/13
Page 29 of 29
TGFU.R1306 - Roofmg Systems
Class A - Fully Adhered
1. Deck: NC Incline: 1/2
Pagel of 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perllte/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness.
Base Sheet (Optional • — or more plies Type G1 or Type G2 or Type G3.
Membrane: — or more plies Torch@" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Mop" (Smo or Granule) or "Ruberoid@ Mop Granule" (granule).
Surf} — Gravel, 400-lbs/100-ft2, loose laid or a�q(ied in a flood coat of hot roofing asphalt.
2. Deck: NC
Incline:
Base Sheet (Optional): — One or more plies TypeGi or Ty G2 or Type G3.
Membrane: — One or more plies "Ruberoid@ Torch" (Smoot or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule".
Coating: — "Karnak No. 97" applied at 11h to 3-gal./100-ft2.
3. Deck: NC Inclin 1/4
Insulation (Optional): — One or more layers perlite, od fiber, glass fiber, any thickness.
Base Sheet (Optional): — One or more plies Type GI r Type G2 or Type G3.
Membrane: — One or more plies "Ruberoid@ Torch" mooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@ Mop Granule"
or "Ruberoid@ Mop Plus Granule".
Coating: — "Karnak No. 97" applied at 11h to 3 -gal/ 00-ft2.
4. Deck: C-15/32
1/2
Insulation: — One or more layers perlite, glassber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane
composite, phenolic, 11/2-1n. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints).
Base Sheet: — One or more plies Type G2 or pe G3.
Ply Sheet (Optional): — One or more plies T pe G1.
Membrane: —One or more plies "Ruberoid@ orch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Mop" (Smooth or Granule) or "Ruberoid@ Mo Plus Granule."
Surfacing: — "Karnak No. 97" applied at 11/4to 3-gal/100-ft2
S. Deck: NC
Incline: 1/2
Base Sheet (Optional): — One or more pips Type GI or Type G2 or Type G3.
Membrane: — One or more plies "Ruberold Torch" (Smooth or Granule) or "Ruberoid@ Torch Granule Plus."
Surfacing (Optional): — Karnak "No. 97" k "169" applied at 1 to 3 gal/100-ft2 or Grundy Ind. "20 F Emulsion" applied at 3-gal/100-ft2.
6. Deck: C-15/32
Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, minh
perlite/urethane composite, 11h -in. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type C
Membrane: — One or more plies "Ruberold@ Torch" (Smooth or
Mop" (Smooth or Granule) or "Ruberold@ Mop Plus Granule."
Surfacing: — Gravel.
7. Deck. C-15/32
Incline: 1/2
polyisocyanurate, urethane, perlite/polylsocyanurate composite,
G3.
it "Ruberoid@ Torch Granule Plus" or "Ruberoid@
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, I
composite, perlite/urethane composite, wood fiber/polyisocyanurate composite.
Base Sheet: — Two or more plies Type G2 or Type G3.
Ply Sheet (Optional): — One or more plies Type G1.
Membrane: — One or more plies "Ruberold@ Torch" (Smooth or Granule) or)
Mop" (Smooth or Granule) or "Ruberold@ Mop Plus Granule."
Surfacing: — "Karnak No. 97" applied at 11h to 3-gal/100-ft2 or gravel
8. Deck: NC
Incline: 1/2
Insulation: — One or more layers perlite, glass fiber, 3A -in. minimu
perlite/urethane composite, 11/2 -in. minimum.
Base Sheet (Optional): — One or more plies Type G1 or Type G2
Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or
Mop" (Smooth or Granule) or "Ruberoid@ Mop Plus Granule."
Surfacing: — Grundy "AL MB Aluminum Roof Coating" applied at 1
http://database.ul.com/cgi-bin/XYV/templateALISEXT/1
urethane, perlite/polyisocyanurate
Torch Granule Plus" or "Ruberoid@
polyisocyanurate, urethane, perlite/polyisocyanurate composite,
Type G3.
rule) or "Ruberoid@ Torch Granule Plus" or "Ruberoid@
2-gal/100-ft2.
FU.R1306&ccnsho... 2/25/2014
TGFU.R1306 - Roofing Systems
9. Deck: C-15/32 Incline: 1/2
Page 2 of 2
Insulation (Optional): — One or more layers perlite, glass fiber, 3/4 -in. minimum, polyisocyanurate, urethane, perlite/polylsocyanurate
composite, perlite/urethane composite, phenolic, 11h -In. minimum.
Base Sheet: — One or more piles Type G2 "GAFGLAS@ #75 Base Sheet", or "Tri -Ply® #75 Base Sheet", hot mopped or mechanically
fastened In place.
Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6" hot mopped in place.
Membrane: - "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Mop FR" or "Ruberoid@ EnergyCapm Mop FR."
na (Optional): — "GAF Fibered Aluminum Coating" applied at llh-gal/100-191:2 or "GAF Weather Coat Emulsion" applied at 3-
10. Deck. C-15/32 / Incline: Ya
aOptional): — Perlite, fiber glass polylsocyanurate, urethane or perlite/polyisocyanurate
non ( composite.
Base Sheet: — One or more layers Type G2 GAFGLAS@ #75 Base Sheet" or'Tri-Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral
Surfaced Cap Sheet" or "TrI-Ply@ ra u ced Cap Sheet" hot mopped or mechanically fastened.
Ply Sheet (Optional): — One or more plies Type G1, hot mopped in place.
Membrane: — "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberold@ Mop FR" or "Ruberoid@ EnergyCap— Mop FR."
http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=TGFU.R1306&ccnsho... 2/25/2014