RF-18-116 Permitwo. RF-1-1'8116
Miami Shores Village Permit Type:Roof
10050 N.E.2nd Avenue NE it Wo*Classification:TildFlat
Et
Miami Shores,FL 33138-0000 Pa% r
X06 Phone: (305)795-2204 Permit Status:APPRt3VfrD
�LORtO�
Issueotte:116/201$ [7�Expiration: 07/15/2018
Project Address Parcel Number Applicant
1005 NE 98 Street 1132050330010
ERIC BROWN
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
ERIC BROWN 1005 NE 98 Street
MIAMI SHORES FL 33138-
1005 NE 98 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone Valuation: $ 22,500.00
AMADOR ROOFING CORP (305)527-5524
_....., :._. _w. .N.w _... . ..w, . ., Total Sq Feet: 3412
Type of Work: Re Roof Available Inspections:
Additional Info:RE-ROOF TILE AND FLAT.
Inspection Type:
Classification:Residential
Up Lift Report
Scanning:3 Tin Cap
Final Roof
Tile In Progress
Roof in Progress r
Renailing Affidavit
Review Roof
Cap Sheet
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $13.80 Invoice'# RF-1-18-66135
DBPR Fee $4.88
DCA Fee $3.25 01/16/2018 Check#: 1577 $378.93 $0.00
Education Surcharge $4.60
Permit Fee-New Roof $325.00
Scanning Fee $9.00
Technology Fee $18.40
Total: $378.93
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: rt'
t all the egoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoni F r re,I authorizb the above-named contractor to do the work stated.
January 16, 2018
Authori ure:Owner / Applicant / Contractor / Agent Date
Building. Department Copy
January 16, 2018 1
fio/V/
:.SAO;Es _ Miami
sh'&68 Villapt
Building Department
10050'N.E.2nd Avenue
Miami Shores Florida 33138
RIDA Tel: (305)795.2204
Fax: (305) 756.8972
RE: Permit# 6
DATE:
INSPEe CTION AFFIDAVIT
licensed;as a (n) Contractor l Engineer/Architect,
(Print name and circle License Type) FS 468°Building inspector
License#: 133 to(0
r
On or-about , I did personally inspect`the roof deck nailing
(Date&time)
Work at ddb 5 f j e
i (Complete Job Site Address)_.
Based upon;ttiat"examination) havedetermined the installation was done according to the Hurricane Mitigation Retrofit
i Manual(Based on 5 3.844 F.S)
/ t
1 Signature I
I / 1
"4�, IVIS REY
State of Florida MY COMMISSION a FF147325 E
EXPIRES:August 03,2018
Countyo(D-ade
The undersigried,'being the first dulysworn, deposes and says,th�at he/she is the contractor foF the above property
i
' mentioned.
t Swom to and subscribed before me this Z� day of -,TA/y•
t Notary Public, Sate'of Florida at Large
t
`General,Building,Resiideriiiai,or Roofing contractors or any individual certified under468 F.S.to make such an inspection:Include photographs of eacli plane of the roof with r
permit#'and address#dearly shown marked on the deck for each inspection.
: ' Tj.,� Miami Shores Village
( 0 iq, Building Department 16 20'8
I �a
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20 I� w(_
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC .ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOBADDRESS: 1W15 Nip, R13 ST
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: f( -37,6503300/0 Is the Building Historically Designated:Yes NO >4-
Occupancy Type: Load: CC Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(FeeL
Simple Titleholder): qe--(a-- '-21),roW rj
Phone#: S 69t
:l Address:
City: "i t�F/�l S �J�s State: ��P(1>A Zip: --7> 3( 32
Tenant/Lessee Name: ^JON el Phone#:
Email: D 1 ,��
CONTRACTOR:Company Name:. A-�A b�J� 12ooe%,t'v Q Phone#: `2&5-5 27 �5 Zy
Address: 7332 N w 614 '& J—
city:
14S1City: M 1 AtA i State: 17L zip: 3 3166
Qualifier Name: P iC, t> �k"T>00- Phone#: 3- 7—
State Certification or Registration#: CtCC 133 10001 Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ 22. 700 Square/Linear Footage of Work: '2'
Typeof Work: ❑ AdditionEJ Alteration ❑ New Repair/Replace ❑ Demolition
Description of Work: "(2001
Specify color of color thru tile:
Submittal Fee$ Permit Fee$ � IP CCF$ CO/CC$
Scanning Fee$ Radon Fee$ ';;7 DBPR$ • Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$ — 239 G7
TOTAL FEE NOW DUE$ �� �3
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
'Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
,"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
,TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved eins ection fee will be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
6 day of ��- /1J 120 by J_day of 20 ( U by
1J�who is personally known to r— iC Qrb AiA is personally known to
me or who has produced - as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign:
Print: Print: REY
MY COMMISSION 8 FF147325 MY COM SION p FF147325
Seal: Seal: ExP1 S:Augur[03,2018
EXPIRES:August 03,2018
f
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
I
,.M. OFFICEF THE PROPERTY
l
Summary Report
Generated On:1/16/2018
i
Property Information
Folio: 11-3205-033-0010
Property Address:
1005 NE 98 ST
Miami Shores,FL 33138-2505
Owner ERIC B BROWN
ANGELA CRAWFORD
1005 NE 98 ST r;
Mailing Address
• MIAMI SHORES,FL 33138 USA
PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ
0101 RESIDENTIAL-SINGLE
•
Primary Land Use FAMILY: 1 UNIT
Beds/Baths/Half 3/2/0
Floors 1
Living Units 1
Actual Area 2,699 Sq.Ft
Living Area 1,721 Sq.Ft
Adjusted Area 2,146 Sq.Ft Taxable Value Information
Lot Size 10,060.84 Sq.Ft 2017 2016 2015
Year Built
_$1 960 County
Assessment Information Exemption Value $0 $0 $0
Year 2017 2016 2015 Taxable Value $473,875 $430,796 $391,633
Land Value $361,924 $336,874 $306,642 School Board
Building Value $138,906 $140,026 $141,1471
Exemption Value $0 $0 $0
XF Value $0 $0 $0 Taxable Value $500,830 $476,900 $447,789
City
Market Value $500,830 $476,900 $447,789 Exemption Value $0 $0 $0
Assessed Value $473,875 $430,796 $391,633 Taxable Value 1 $473,875 $430,796 $391,633
Benefits Information Regional
Exemption Value $0 $0 $0
Benefit Type 2017 2016 2015
Non-Homestead Cap Assessment Reduction 1$26,9551$46,104 $56,156 Taxable Value $473,875 $430,796 $391,633
Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information
Board,City,Regional).
Previous Price OR Book- Qualification Description
Short Legal Description Sale Page
5 53 42 06/30/2017 $510,000 30600-1053 Qual by exam of deed
KINNEY PARK REPLAT PB 70-4 05/15/2017 $100 30549-0899 Corrective,tax or QCD;min
LOT C-1 consideration
LOT SIZE 103.720 X 97 05/15/2017 $100 30549-0897 Corrective,tax or QCD;min
OR 15283-1656 1191 1 consideration F
11/01/1991 $145,000 15283-1656 Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser
and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp
Version:
t
AMADOR, RICHARD
AMADOR ROOFING CORP
7687 W IS LANE . I
HIALEAH FL 33014
......................
I Vft,#ft bmm you becorne one of"le
nearly
Congratutations
one rMolon F�ans Business and A
Professional RegulgIion. our Wafessibnals and businesses range MtEbF�Oib IDk
OF" MD
from archheds to yam brokers ;�,:,;--DEPAATTMBUSINESS AJ
from bo�wrs to bwbeqUe
11grong"
-11� ' TION
restmwft.and tfiey keep FbrWs-e=VM —
llwllllm� 3311M ,4', 1/2212016
Every'day we work to the do business in order 9
ibotit Services oe4se jil—:177'......
to serve you better. For Informwon. our
to onto www.my0o6dallcensecom. Yhen - 'find more
eyou can
in? U"6ns oud wwod -AMA
in bmudion about aur divisions and the mwz
Lou,iubscribe kom more abotit
Deparhnenrtos 2ACes. rwms"m
V5
e Efficiently,Regutate'
Our mission at the Department is:LIceM
Fairty.We constantly strive to serve you better so#mt you can
serve your aistomers. Thank you for doing business in Florida, ii0as of Ch 4D8 S
3i.arse �es» znoosrss
and congrattkitions on your newficensel
DETACH HE
RICK SCO GOVE OR KEN LAWSON,SECRETARY
'
0F,FLORIDA,.
OF,
MIONLA ,MULAMO
_CONSTMCM, lNDU8l(RYLJqEMMGb
dd
The'ROOFI NG'CONTRACTOR
Narne&beI&j IS'CEATIFIED
1lncier
4
provoons" Zhapter 4MFS�
'A
E w��A U631',`AMS,
AAAADC*;
I-AMADOR RMOFING;
7158TVV10r`:LAN EYt��,,�A%
F
tMM. 11r2=16 DISPLAY AS REOUIRED BY LAW 611220001164
016471
local.Butihess Tax Receipt
Miami—Dade County, State.of Florida
-THIS IS NOT A BILL-DO NOT PAY
LBT
7215250
BUSINESS NAIVlFJLOCATfOW-'--_.`� Rpcei"N& EXPIRES
AMADOR ROOFING CORP RENEWAL SEPTEMBER 30, 2018
7687 W 18 LN 7499204 Must be displayed at place of business
HIALEAH FL 33014 Pursuant to County Code
Chapter 8A-Art.9&10
ell
OWNERN Sec.TYPE OF BUSINESS
PAYMENT RECEIVED
196 SPECIALTY BUILDING CONTRACTOR sY TAX COLLECTOR
AMADOR ROOFING CORP k, I -
Worker(
AMADOR�iPRES --CCIC1331069 $ 5.00 0§1/25/20*17-
Worker(s) 1 k
CHEGUIL17-092806 -,e
Thiel Local Business Tax Receipt 0*contimn Payment Of the focal Busineiis Tax.The Receipt is not ecimse
permit or a certification of the holder's qualifications,to do business, Helder must comply with any govermos6i
�j
and requirements which apply teethe business.at nongovernmental regulatory tam commercial vehicles-Miaml-usda Coda,Sec 8022k
—The RECEIPT 90.above most be dlapivysd on Jail cam
For litorwinforinstion,fish y r ttflii>iDtlli dP 9iif i _j
CCERTIFICATE OF LIABILITY INSURANCE DAT10!30!10/30/D/201717
s
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER CONTA
NAME:CT
First Class Insurance Market PHONE (30 5)441-2997 Fa No): (305)441-6443
4101 NW 9th Street E-MAIL
ADDRESS' fcimc@aol.com
Miami,FL 33126 INSURERS AFFORDING COVERAGE NA1C H
Phone (305)441-2997 Fax (305)441-6443 INSURERA: WESTERN WORLD INSURANCE COMP
INSURED
INSURER B
AMADOR ROOFING INSURERC:
7687 W 18 LANE INSURER D:
INSURER E:
HIALEAH,FLORIDA 33010 INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
�INSR' ADDLSUBR POLICY EFF POLICY EXP
j LTR l TYPE OF INSURANCE INS. POLICY NUMBER MM/DD/YYYY MM/DDIYYYY LIMITS
j Q COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 300,000.00
❑ CLAIMS-MADE Q OCCUR DAMAGE ( RENTED 100,000.00
PREMISESS Ea occurrence $
❑ MED EXP(Any one person) $ 5,000.00
A ElPERSONAL10/28/2017 10/28/2018 PERSONALBADV INJURY s 300,000.00
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 600,000.00
POLICY ❑ PRO-
JECT
❑ LOC PRODUCTS-COMP/OPAGG $ 300,000.00
❑ OTHER $
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
Ea accident),
❑ ANY AUTO BODILY INJURY(Per person) $
❑ ALL OWNED SCHEDULED BODILY INJURY(Per accident, $
AUTOS ❑ AUTOS
❑
❑HIRED AUTOS 11N-OWNED PROPERTY DAMAGE $
AUTOS Per accident)
❑ ❑ $
❑ UMBRELLA LIAB ❑OCCUR EACH OCCURRENCE $
❑ EXCESS LIAB. ❑CLAIMS-MADE AGGREGATE $
_❑ DED ❑ RETENTION$ $
WORKERS COMPENSATION ❑PTA ❑0TH
AND EMPLOYERS'LIABILITY Y/N
ANY PROPRIETOR/PARTNER/EXECUTIV$-� E.L.EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED u N/A
(Mandatory In NH) E.L.DISEASE-EA EMPLOYE $
If yes,describe under 3 '
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required)
Roofing contractor
i
CERTIFICATE HOLDER CANCELLATION
I
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN
Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS.
10050 NE 2 Ave. Au ORIZE R PRES NT IVE
Miami Shores, FL. 33138
1 �
Oc 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 26(2014/01)OF The ACORD name and logo are registered marks of ACORD
I k
i
I
Date
CERTIFICATE OF LIABILITY INSURANCE 1/9/2018
Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and'confers no
2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend
Holiday, FL 34691 or alter the coverage afforded by the policies below.
(727) 938-5562 Insurers Affording Coverage NAIC#
insured:. South East Personnel Leasing, Inc. &Subsidiaries Insurer A: Lion Insurance Company 11075
2739 U.S. Highway 19 N. Insurer B:
Holiday, FL 34691 Insurer C:
Insurer D:
Insurer E:
Coverages
The policies of insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstanding any requirement,term or condition of any contractor other document
with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies. Aggregate
limits shown may have been reduced by paid claims.
INSR ADDL Policy Effective Policy Expiration Limits
LTR INSRD Type of Insurance Policy Number Date Date
(MM/DD/YY) (MM/DD/YY)
GENERAL LIABILITY Each Occurrence
Commercial General Liability
Damage to rented premises(EA
Claims Made ❑ Occur occurrence)
Med Exp
Personal Adv Injury
General aggregate limit applies per:
Policy11Project 11LOC General Aggregate
Products-Comp/Op Agg
AUTOMOBILE LIABILITY Combined Single Limit
Any Auto (EAAccident) b
All Owned Autos Bodily Injury I
Scheduled Autos (Per Person)
Hired Autos Bodily Injury
Non-Owned Autos (Per Accident)
r(Per
perty Damage
Accident) F
EXCESSIUMBRELLA LIABILITY Each Occurrence
Occur ❑Claims Made Aggregate
Deductible
A Workers Compensation and WC 71949 01/01/2018 01/01/2019 X WC Statu- OTH-
Employers'Liability to Limits ER
Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000
excluded? NO
E.L.Disease-Ea Employee $1,000,000
If Yes,describe under special provisions below.
E.L.Disease-Policy Limits $1,000,000
Other Lion Insurance Company is A.M.Best Co mpan rated A(Excellent). AMB# 12616
Descriptions of OperationsA ocations&ehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 92-71-557
Coverage only applies to active employee(s)of South East Personnel Leasing,Inc.&Subsidiaries that are leased to thefollowing"Client Company":
Amador Roofing Corp
Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL.
Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. I
A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562.
Project Name:
ISSUE 01-09-18(BP)
Beoin Date:8/14/2017
CERTIFICATE HOLDER CANCELLATION I
MIAMI SHORES Should any of the above described policies be cancelled before the expiration date thereof,the issuing
insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to
do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives.
10050 NE 2 AVENUE
MIAMI, FL 33138 <I�.r
I
f 3
Florida Building Code 6th Edition(2017) i
High-Velocity Hurricane Zone Uniform Permit Application Form l
S ole A ffak l on) l
Master Permit No. Process No. l
n
� g
Gontracto�'s Hams A m A�0 k ojo1
t5_� I l
.f:.o:r1L+.�eSS I W 5 N� �3
f
r
/ ROOF CATEGORY .....• i �
''' mow Stupe 0 Aechanical'ty Fastened Tile S-'Mort-#yAWWve SQt'INIM ••••••
.. l
Asphaltic Shingles 0 Metal PaneUShingles 0 Woad S SS•• ....;.i
0 Proscriptive BUR44AS 150 ••• •• •
ROOF TYPE ......
....
i 3 . Y ..... _
New root C] Repair C Mainterimce n9
RBCCofI •i0••�d Or1ny .•...• t
f ROOF SYSTEM iNFORMATtON, ..
V.
Low Stops Roof Area(SF)3a...y i .... Steap Sloped Root AREA(SSF3_0 ,,,„Total(Swi,,,�,.,��...:. ••..:: 1
Section B(Root Plan) •• q
Sketch Roof Plan: lliustrale all levels and sections, roof drains.scugpets,overflow scuppers and overflow drains. Include dimen-
sions of sections and levels.clearty identity dimensions of elevated pressure zones and location of parapeft. i
i
31 Uj
Z
F1Pr� u o W i
ffi m LL
i1 J W
w
JAN 1 2018 9` a i
"� �
BY: 3.14,66
o m W
� N Q a: a
E2 0 z `
I D a t— UU =o l
w w a
LU U
,s ,s > o o
---- s—_ —_-�—_ p Z p < i
z 0 w w t
Q
f1 NN
A
FLO910A ct;i C; O COOP—BUILDING.6th EDITION(2377;
2
_� IF.
Florida Building Code 6th Edition (2017)
High-Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer:
BORAL ROOFING LLC.
I 16-0711.05
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable(From RAS 127ogidiculation
P1: 39.1 P2, -68:1 P3. 100.7 ...:..
... ..
....
. ......
Maximum Design Pressure •:o s •
31.3 ( 2 SMALL PADDY)
From the NOA Specific S stem : •;••; "' '
Method of file attachment' ICP Adhesives Polyset two-componentfoarrr• � ;.
. . ... ..
i •
.. .
Steep Sloped Roof System Description
Deck Type:
"
5/8 PLYWOOD
ype Undedayment:
ASTMD 226 TYPE II #30
Roof Slope:
nsuiation:
3 : 12 N/A
Fire Ba or:
N/A
Ridge Ventilation? astener Type&Spacing: 1 1/4" R/S & 5/8 TINCAP 6"LAPS 2
N/Adhesive Type ROWS 12" O.0 FIELD
"
SELF-ADHERED
ype Cap Sheet:
BORAL TILE SEAL
oof Covering:
Mean Roof Height: 10 1
13 FLAT TILE
Type&Size Drip
dge: 3X3 GALV. 26 GAUGE
1 1/4" R/S 4" O.0
r
k
Florida Building Code 6th Edition (2017)
High-Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based the s ystems,choose either Method 1 or 2.Compared the values
for Mrwith the values from M*If the Mt values are greater than or equal to the Mr
r
values,for each area of the roof,then the tie attachment method is acceptihble.
Method 1 "Moment Based Tile Calculations Per RAS 127'
(pt: 39.1. z X-.315. - 12.31 1-Mg: 7.62 -K,4.69 NOA 1►�•31 T •••• •• ••
(P=: -68.1. z X .315 - 21.45 )-Mg: 7.62 =11tj1 a J13_ NOA Mt' ;_ •
(p3; 100.7.z .315. - 31.72.1-Mg: 7.62' -A%,24,1 NOA 1VI< :000:0
•
... ..
Method 2"Simplified Tile Calculation Per Table Below"•,,,, ;•• •
Required Moment of Resistance(K)From Table Below NOA bk•.... ••• •
Mr Required Moment Reelstance• •• Sol
Ion luwHeIght
•• "'
ROOF 81ope 15' 20' 21P •30' • i�•.i• ••• i•
M12 34A 36.5 38.2
• . ••• ••
32.2 34A 36.0
X-Tr- 38A 3L2 US 373
&'12 28A 30.1 31A 32A
•
A
26A 28.0 29A 30.5 39A
.12 24A 25.9z5aA
'Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based the systems use Method 3. Compared the values for F'with the
values for Fr.V the F• values are greater than or equal to the Fr values,for each
area of the roof,then the the attachment method is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 127'
(P, zl:_Q_z w:---J-W:_zcos8:_= F,,: NOA F1
(Pi: zl: =_z w:=___J-W:_zcos6:_= Fr=: NOA F1
w:=_—__)—W:l z cos 8:,= Fra: NOA F'
Where to Obtain Information
. Desedption Symbol Where to find
Design Presume Pl or P2 orP3 RAS 127 Table I or by an engmeerieS am)ysis prepared by PE bond on A$CE
7
Mean Roof HeW H Job Site
Roof Slope g Job Site
NOA
Rcdmft Moment due to Ota ' NOA
Aftwhmant ReosEeax K NOA
Required Moma t Res sumo K Wculxbod
Minimum Attadtamt Pmift= F NOA
rRegWred UPHR Robtat oe F: Cakalated
A Tile W NOA
Tile Dimadons 1s k%* NOA
w width
Ali ealcaladorm meat be submitted to the Bw1 OI$cial at the dine Ofpemlit applicatiolL
r
1F ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 6th Edition (2017)
High-Velocity Hurricane Zone Uniform Permit Application Form
_ A92! .:C (Low:S10D6d Roof System)
SeCtlorl C (Low SicpgAppiic&(oril Surtactng; �r�a
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment:
(if a component is not used,identify as"NA") q �J
System Manufacturer:
Field: oc*Up,#Rows ` �y ^be
C-,.�{'r- G
pp l O Perimeter:.& "oc C Lap,#Rows �s� 6 ^o0
Product Approval No.:.— o • � �•••
+i Corner:E^oc @ Lap,#Rows @. ^ •••• _ •••• •
Design Wind Pressures,From RAS 128 or Calculations: .De: . , •
... :....: ....:.
Number of Fasteners Per Insulation Board:...••• • •
Pmaxi:y2•s Pmax2f'71•7 Pmax3:'10,0
Max.Design Pressure,from the specific Product Feld �' Perimeter Cp1�Ser ¢ :..•:+ •
Approval system:_ ' 52. . :•.. ' .... .....
Illustrate Components Noted and Detaiis as..
Deck: S// ,, Applicable:
Type; Woodblooldng,Gutter,Edge Termination,Stril)04,Mhing, •
II Continuous Cleat,Cant Strip,Base Flashing,Oounter-•
+ Gauge/Thickness: 518 r Flashing,Coping,Etc.
Indicate: Mean Roof Height, Parapet Height, Height of Base •• '••••'
Slope:, .2S. Flashing,Component Material,Material Thickness,Fastener •s••••
Type,Fastener Spacing or Submit
AnchorBase Sheet&No,of Ply(s 115 y CaAr- V EA(.t_T : %0 'FT.
Anchor/Base Sheet FastenerBonjing,Material: =124P Wil— 3x 3 G,a�,y. 2G1 C*�MJ 6oE
IZLs r W 4 i ` 1 '-n$.n
Insulation Base Layer: n1 14
Base Insulation Size and Thickness:
Base Insulatio7 Fastenor/Bonding Material:
Top Insulation Layer:_ ist 4
Top Insulation Size and Thickness: 4 Top Ply
Top Insulation Fa nerBonding Material: %V1_
Base Sheet(s)&No.of Ply(s):1 nU lr_AC_, 4 jS �lYtClnot'L�ikms. 5 I PLY SMOOTH HEAT-WELD 9'
Sti tti STRIP t 6'
Base Sheet Fast nerBonding Marias•
1'1ct° S e�lhll 1 `'I$" _"
Ply Sheets)&No.of Ply(s):_ {,4�A ti
Ply Sheet eastenecBending Materiak.
— *'MA - iAfOOD DECK
Top Ply: C, f kW
Top'Pty Fastener/Bonding Material:
� w
FLORIDA BUILDING CODE—BUILDING .q
3 v
Roof Decks
�s
� 5 tis
IaM� dares Ilia e
._
In
. kilo 'D
�' 1'U45Q t.V E 2nd"Averwe
Miami Shores.Ftorida 33:1':38
Tei
POE471795 2204
Fax (305) 766:$972
OW, ..NERS'S AARON, T.4'F..E EI RTIf?W
ROOF TO YYALL CONNECTION HURRICANE'1VltTIGATtON RETREIFiT FQR:EXISTINC.S#E
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES •..• : ••• .•
PERSUANT TO SEC,TION,553s'u F.S. ••••• ••••••
To: Miami.shores.Viilage':BUiiding.Departmenf •••• (• •
1Dt15(!NE-2nd.Ave
~Miami.Shores, Fl 33,13.8 ...... ••
Re Owner'sName1 G ' �+ J •
Pro Address: 1 o0 S tile �C g ST •
Roofing:Permit:Number;
Dear B,iJ i Idi 6g,Offcial
certify,that,I'.am r>o#required#o retrofit the roof to wall cor}nectir3�ls of my
:b,uAiIdin ecause:'
he just.
valuation for the structure fqr
purpose,.o;ad.valarem.taxafron"is less#han $304,OQQ.t3a.Please a to h proof,of ad
valorem taXation`:;
l.
o The,building was constnkted in comptianee with,the'provisions,of the Florida Buildin :Code, FBC orani�th;.tl e` "
9 � provisions
of f9941 eFSouth Flodda.Building Cbde`(19944 SFBC)
Signatur Print Name
State of Florida
County of Dade .-
The undersigned,bung ttte first duly s�m,deposes and says thathe;'sheas the owner for;the above.propert�iipentioned
sworn to aril subscribed before me this A of
y
ivis REY
Y MMISM #FF147325
Notary.Public, Sate'of Florida at arge E,cP,x� : �� . •2018
•
When the lust'valuabon of the structure far purpose of ad`valorem to tetw'n is equatto or narelhan^$300 060.00 endfhe tiuddlrxj was noEeonstruc ed with F8C nota 4994°
SFBd:Thenygii must provide a building application fmrn a Generat corftd6r for the Roof to WaN.con neation Hurrcane Maga on.
Revised on 5/2112009
1
SECTION 1524
HIGHVELOCITY.HURRtCA1dEZONES--REQUIRED OWNERS,NOTtFICAION FOR.ROOFING°
CONSIDERATIONS
15241 Scope As;it.pertains to.the:section,it�s the responsibility of roofing contcacforto rovide •
the ui�ed:rooftn p p with ••
g permit and to ex lain to the owner the content of the section:T11e pputsions bf S.ec�ton R4�12'••
govern the rrnnimum requirements and standards of the'industr`y.for,roofing system ill t'aAStfons.Addition alty ttie••:•:
foHowing items should be addressed as part of the;agreement between the`owner ant;#t9g 6Z*6tra+•�heowne •••
initial in.the die§lgnated space indicates=that the item has been exptairied: .
.....
2,
—___,___Renailing wood decks When replacing roofing,the existing good ftf ddk' have fo••••
be renailed maccordance:with the current
provisions of Section k,M43.(The rpof deck is' ue ik %669
:
concealed'prior to removing the.existirrg roof system). :•
Exposed Ceiling.Exposed;open Gain ceilings arewhere',the°undo ide `
4. rs of the-roof decking
can be viewed frond below.,The owner may wish to maintain the-"itecfural appearance,
therefore;
roofing nail pertetration,of;the underside"of'the necking may not tie.accepta#�Ie.This provdes.tFie"option of:-
-., mairttauiing;the appearance. ,:
6, erfiow scuppers{wall outlets i#is r
? squired tha#:rarnwater flows off so.that the roof14
not overioaded from a buildup of water. Pe,11, eterledge waft or otAer roof extension may block this
discharge if.overflow scuppers(wall'outlets)are not pPOW it i nay be,�necessary ttr►nstail overftgw'` _
seu 'dance-with the requirements:uf Sec#ioi s,4402 R*land':R44 f3= l
Owner/ nts S tute ,Date
ntractor Signatie
Property Address Pe
miitNumber
Revised on 7/912009,LD;07101!20.15;
1
I, 1
I
i
MIAAM
IN MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F,(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadesov/economy
. .
Boral Roofing,LLC
. . 0000 0000..
7575 Irvine Center Drive, Suite 100 •••• •••• •
Irvine CA 92618 ••••••
0000..
0000.. a
0000
0000..
SCOPE: •••• •••••
This NOA is being issued under the applicable rules and regulations governing the use of construction mslertals. The""'
documentation submitted has been reviewed and accepted by Miami-Dade County RER-P>0000.Control Se�ctton to tie•
used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdttioh .AHJ).. I • •o•„•
000000
This NOA shall"not be valid after the expiration date stated below. The Miami-Dade County 4,1ro .lctdControl Section:"
1 (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to hare this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted ,
manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
' if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Saxony 900 Concrete Roof Tile
f
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. k
3
This NOA renews NOA No.13-0723.05 and consists of pages 1 through 8.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 16-0711.05
fQMIAM-DADERMOU
• Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Catedory: Roofing
Sub-Cateeory: Roofing Tiles
Material: Concrete
Deck Type: Wood
1. SCOPE •••• ••••••
This NOA approves a system using Saxony 900 (Slate, Shake & Split Shakeo."rete W f'Tile, as..;.
manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of•Aeeeptance. For locatior►s •
where the pressure requirements, as determined by applicable Building Code, do not.61ditj the dq$$ga pressute •
values obtained by calculations in compliance with RAS 127 using the values listed*in'fhe instillation secti8A:**.
......
herein. The attachment calculations shall be done as a moment based system. *00:00
.....
.. .. . ......
" 2. PRODUCT DESCRIPTION ••••••
Manufactured by Test Prd et • V900:
Applicant Dimensions Specifications Description 0 090**
Saxony 900-Slate Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded
Width= 13" concrete roof tile with two nail holes. For direct deck,
thickness= 1-5/32" batten,mortar set or adhesive set applications.
'Saxony 900 Length= 17" TAS 112 Flat profile, interlocking,high-pressure extruded
tSplit Shake Width= 13" concrete roof tile with two nail holes. For direct deck,
thickness= 1-9/32" batten, mortar set or adhesive set applications. Top
surface produced with 4 different configurations:
( 1. Complete tile brushed
2. Right half brushed(shown in drawing)
3. Left half brushed
4. No brush
,Saxony 900-Shake Length= 17" TAS 112 Flat profile, interlocking, high-pressure extruded
Width= 13" concrete roof tile with two nail holes. For direct deck,
thickness= 1-9/32" batten, mortar set or adhesive set applications.
Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete roof
Width:varies pieces for use at hips,ridges and rakes.
varying thickness
NOA No.: 16-0711.05
Mi, MMADe COUNTY Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 2 of 8
F
t
2.1 MANUFACTURING LOCATION
1 2.1.1 Lake Wales, FL
2.2 EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report .Date
The Center for Applied 94-084 Static Uplift Testing I ay 1994
Engineering, Inc. TAS 101 (Mortar Set) ...... ;••••• •
The Center for,Applied 94-060A Static Uplift Testing March, 1994
......
Engineering, Inc. TAS 101 (Adhesive Set) •••.
PP P g f epi. 1 X95 .....
The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 �'
Engineering, Inc. (2 Quik-Drive Screws, Direct ErettT% ••;• 00000
The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 0 0 Feb. 1995 "'
Engineering, Inc. (2 Quik-Drive Screws, Battens) • 0
The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 1V ai"r,'1995
Engineering, Inc. (1 Quik-Drive Screw, Direct Deak)' .. . :"
' The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 llaicm I995
Engineering, Inc. . (1 Quik-Drive Screw, Battens)
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
I Engineering, Inc. Test#MDC-77 TAS 100
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix II&III TAS 108 (Nail-On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
TAS 108 (Nail-On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
TAS 108 (Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994
Engineering, Inc. TAS 112
Celotex Corporation 520109-1 Static Uplift Testing , Dec. 1998
Testing Service 520111-4 TAS 101
Celotex Corporation 520191-1 Static Uplift Testing March 1999
Testing Service TAS 101
Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996
Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996
Walker Engineering,Inc. Evaluation Calculations• 25-7584/25-7804b-8/25-7804-4&5 December 1996
25-7848-6
Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995
Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16
Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999
Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16
American Test Lab of RT0617.04-16 TAS 112 06/29/16
South Florida
MIAMI•DADE COUNTY # NOA No.: 16-0711.05
Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 3 of 8
r
L
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance. ~
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106. „
3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review. : .0. 0.0 0 0• 660009
3.4 Minimum underlayments shall be in compliance with the applicable Roofing Appfications Ssila jros listed
9
999999 . 0000..
section 4.1 herein. ,
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to tter oof slope unless stated...:
otherwise by the underlayment material manufacturers published literature. ••• •
0090 9 0000.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in con pLiance with;..
the applicable Building Code. •• •• .. 0000..
• 0000..
0000..
4. INSTALLATION 0000..
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 (I x w)
Tile Profile Weight-W (Ibf) Length-I (ft) Width-w (ft)
Saxony 900 10.9 1.417 1.08
Slate, Shake &Split Shake
Table 2: Aerodynamic Multipliers - X(ft3)
Tile %(ft3) (ft3)
Profile Batten Application Direct Deck Application
Saxony 900 0.291 0.315
Slate, Shake &Split Shake
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or
Profile greater
Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct
Slate, Shake & Deck Deck Deck Deck
Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95
i
,
,
NOA No.: 16-0711.05
Mil'll�•o E Coutvrr Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 4 of 8
1
i1
II l
t
I
Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mechanically Fastened Systems
Tile Fastener Type Direct Deck Direct Deck I Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Saxony 900 2-10d Ring Shank Nails 30.9 38.1 1 ••.•17.2
Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 •9. • •••• .9 0*0000
Shake 2-10d Smooth or Screw Shank Nails 14.0 V.8 • .4
1 48 Screw 30.8 -M.:.- 18.2 •• •�•
2 48 Screws 51.7 `3f.9`. ' 24.4 �•
1-10d Smooth or Screw Shank Nail (Field 24.3 .Z4.3'. ...:Z4.2 •
1-10d Smooth or Screw Shank Nail (Eave 19.0 `: "`.'a2.1 " '••
.. .. .. . .. ...
Clip)
2-10d Smooth or Screw Shank Nails (Field 35.5 34.8
2-10d Smooth or Screw Shank Nails (Eave 31.9 1.6 • 32.2 .. ..:
I
Clip)
Table 5: Attachment Resistance Expressed as a Moment Mf(ft-Ibf)
for Two Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Saxony 900 Slate, Shake &Split Shake Adhesive' 31.32&3_
1 See foam adhesive manufacturer's component approval for installation requirements.
2 The Dow Chemical Company TileBondT`"one-component foam minimum weight per paddy 13.9 grams.
3. ICP Adhesives Polyset®AH-160 two-component foam, minimum weight per paddy 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Single Paddy Adhesive Set Systems
Tile Tile Application Minimum Attachment
Profile Resistance
Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset®AH-160 118.94
Two-component foam 40.45
3' Large paddy placement of 45 grams of Polyset®AH-160.
4 Medium paddy placement of 24 grams of Polyset&AH-160.
i
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile Tile Minimum Attachment
Profile Application Resistance
Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 1
5 Tile-Tite Roof Tile Mortar
NOA.No.: 16-0711.05
CDADE
....•CouNTY Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 5 of 8
t `
i
1
5. LABELING
} 5.1 All tiles shall bear the imprint or,identifiable marking of the manufacturer's name or logo as detailed
below,or following statement: "Miami-Dade County Product Control Approved".
,
t
...... . ......
LABEL FOR BORAL SAXONY 900 TILES(LAKE WALESLP.LANTl,,, „���•
LOCATED UNDERNEATH TILE 000000 •• • ••••••
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.
PROFILE DRAWINGS
NAIL HOLES
1-5/32"(Slate)
17
COVERLOCK
13 "
UNDERLOCK
I
SAXONY 900-SLATE
,
a
NOA No.: 16-0711.05
C-DADecoutJrY Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 6 of 8
,
i
r
PROFILE DRAWINGS
NAIL HOLES
... 1-9/32"19kaka'
.....
17 �0.13 w .. .
.. .
r
'Note: Available Top Surface Finishes
5. Complete tile brushed
6. Right half brushed (shown in drawing)
7. Left half brushed
8. No brush t
SAXONY 900-SPLIT SHAKE
+
r
f
A
t
NOA No.: 16-0711.05
M�au•oreaoeeo� Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 7 of 8
e
1
PROFILE DRAWINGS
NAIL HOLES
1-9/32"(Shake)
S00% 000:
17 " .. .
13 " '
a
{
{
SAXONY 900-SHAKE
END OF THIS ACCEPTANCE
{
MMADE COUNTY NOA No.: 16-0711.05
LAI-D
A � Expiration Date: 04/26/22
Approval Date: 09/29/16
Page 8 of 8
1 ,
F
1
t MIMI
i MIAMI-DADE i COUNTY
AM
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
0000 �
Irvine CA 92618 •
0000 0000..
- 6 •_
' SCOPE: 000000 :00600 0000.0
This NOA is being issued under the applicable rules and regulations governing the use of com*;.otion materials. Theo
0 .
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Prp9 Mt Contr1Io§j tion to too*0used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicti8AJAHJ).0 ••;•••
00000. 0069 06060
This NOA shall not be valid after the expiration date stated below. The Miami-Dade Count3 13r8duct Con"] Svection••••;•
000. 0
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve tie 0rig):t to have?his 0
product or material tested for quality assurance purposes. If this product or material fails to perform in tl;eiaooepted 0000"
manner,the manufacturer will incur the expense of such testing and the AHJ may immediat%fel3ke, modify,or ;••••
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke tIN.ac8ptance,
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: BORAL TileSeal
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 renewes NOA#13,1113.05 and consists of pages 1 through 4.
The submitted documentation was reviewed by Freddy Semino
ht �Cot�rnr NOA No.: 17-0530.10
PROVED Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub-Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
Test Product ••+•
Product Dimensions Specification DestrirbttQn "" ••••••
BORAL TileSeal ' 36"x 36' rolls TAS 103 SBS self-adhering aspWt.shaet malti*ai With a ....
•
36"x 72' rolls ASTM D 1970 white glass re-enforcedopolyester surfacing fabric;
for use as an underlayrye'rtt i%sloped jqq f
assemblies.
.... .....
.. .. .. . ......
MANUFACTURING LOCATION: ••
1. Brentwood,NH ••....
EVIDENCE SUBMITTED:
Test Agency Test Identifier Test Name/Report •• Date
Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02
IRT-Arcon, Inc. 02-012 TAS 103 02/28/02
PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02
PRI Asphalt Technologies, Inc. NEI-008-02=01 TAS 114(H) 07/30/02
PRI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07
Technologies,LLC. NEI-053-02-01' ASTM D 4798&ASTM G 155 05/01/08
NEI-076-02-01 TAS 103 /ASTM D4798 02/14/11
NEI-034-02-02 ASTM D 1970 01/29/13
NOA No.: 17-0530.10
W3ADECrrir Expiration Date: 07/31/18
®, Approval Date: 07/27/17
Page 2 of 4
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` 1
APPROVED ASSEMBLIES:
r
Deck Type 1: Wood,non-insulated
Deck Description: 15/32" or greater plywood or wood plank
System E(1): Anchor sheet mechanically fastened deck,membrane adhered.
Base Sheet: One or more plies of ASTM D 226 Type.II or ASTM D 2626 with a minimum 4"hiad 4ap�and a
6"end lap mechanically fastened to deck with approved nails and tinc��s�'.o.c. at tt *laps and*•••••
two staggered rows 12 o.c.the field of the roll. ......
...... . ......
Membrane: One or more lies of BORAL TileSeal Underla ment with a minimum 3:bead la nd mimu•••••:
P Y P� �� m •
6"end lap. Place the first course of membrane parallel to the eave,rollingtke memUSNPfo �.��•
obtain maximum contact. Remove the release membrane as the membttt4eijapplie4•4Aertical.::..'
strapping of the roof with BORAL TileSeal Underlayment is acceptable. IkIl end lap3and laps••••�•
without black selvage area shall be sealed under lap using an SBS mod'riedinastic. ••
• ......
Note: When used in Tile roof systems BORAL TileSeal Underlaymertt.'alCbe bac) jiajled to �••••�
deck with approved annular ring shank nails and tin caps at a maximum 6"o.c.at thestd2 laps.
No nails or tin caps shall be exposed.
Surfacing: Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile,
Metal Roofing, Wood Shake& Shingles,and Asphaltic Shingle assemblies.
� 1
NOA No.: 17-0530.10
a IMAMCOLHVTY Expiration Date: 07/31/18
� ...� �! p
r Approval Date: 07/27/17
Page 3 of 4
i
{
LIMITATIONS:
I
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal 'underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment. 0000
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof fois longer than•4 8A*days•of.. .
' application. *00
1 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when*iles are loaded direcn ••
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pit�lle+s greater than,,6:12". ;••••;
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approwJ of thoos product witk•••
specific prepared roofing products. : •
...... .... .....
8. Tiles shall be stored on battens on roof pitches greater than 6:12". . �
..... . .
9. BORAL TileSeal underlayment may be used with any approved roof covering Ndtice of Acceptanrce listing..:.
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Aoceptanoe.*1t•BORAL •
TileSeal underlayment is not listed, a request may be made to the Authority Having• zrisdictiop•(OAMJ) or rhe�•
.h
Miami-Dade County Product Control Department for approval provided that appropriate doc8fhethtation is
provided to detail compatibility of the products,wind uplift resistance,and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. 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. For ridge applications, center the membrane and roll from the center
outward in both directions.
12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control
Notice of Acceptance and applicable Building Code.
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece shall be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment
shall be applied over the underlayment,and sealed using an SBS modified mastic.
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
16. 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 L
�IIIIIIIIIIIJAPPROVED1
END OF THIS ACCEPTANCE
a
NOA No.: 17-0530.10
M1AMW14DECQUNTY Expiration Date: 07/31/18
Approval Date: 07/27/17
Page 4 of 4
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4
Mamma
am MIAMI-DADE COUNTY
r -
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
r BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
ICP Adhesives and Sealants,Inc.
12505 NW 44'Street
Coral Springs,FL.33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of ronstruction•tjVt'fals. Tpp„
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product r-ontrol Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiesel EAHJ). ....:.
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County.Product Contrpl Sectipf►•••;
(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve tAocVt to have this'product...
or material tested for quality assurance purposes. If this product or material fails to perform•instkepccepted•menner,the:..
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,*Motltfy, or suspend the use••••
of such product or material within their jurisdiction. RER reserves the right to revotV4111 acceptartbe, if it is •�
determined by Miami-Dade County Product Control Section that this product or material fails to meet t&w4WremeAA*
of the applicable building code. ......
This product is approved as described herein, and has been designed to comply with the Florida 134t;ng Code
including the High Velocity Hurricane Zone of the Florida Building Code.
t
DESCRIPTION: ICP Adhesives Polyset®AH=160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product; for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
` ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
{ This NOA renews NOA 16-0315.01 and consists of pages I through 11.
{ The submitted documentation was reviewed by Alex Tigera.
F
o L
NOA No.: 17-0322.03
M ���CouNrr Expiration Date: 05/10/22
Approval Date:04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
k SCOPE:
This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc. as described
in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable
building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing
Application Standard RAS 127. For use with approved flat, low,and high profile roof tile systems using IEP•••
Adhesives Polyset®AH-160. •••• ••••••
PRODUCTS MANUFACTURED BY APPLICANT: ••• •• ••••••
ease.. a
Product Dimensions Test Product Oestriptio�i •
Specifications •"' a ""'
.a.... .see e..ee
ICP Adhesives N/A TAS 101 Two component poLyaketltane fUO khesiv".a e.
Polyset®AH-160 ......
ICP Adhesives Foam N/A Dispensing Equipment
Dispenser RTF1000 ••••••
ICP Adhesives ProPack® N/A Dispensing Equipment •
30& 100
f
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PRODUCTS MANUFACTURED BY OTHERS:
Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment
resistance values with the use of ICP Adhesives Polyset®AH-160 roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball,TX.
PHYSICAL PROPERTIES:
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Property Test Results
Density ASTM D 1622 1.6 lbs./ft.3
Compressive Strength ASTM D 1621 18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength ASTM D 1623 28 PSI Parallel to rise
Water Absorption ASTM D 2127 0.08 Lbs./Ft2
Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch
Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks t
+6.0%Volume Change @158°F., 100%Humidity,2
weeks
Closed Cell Content ASTM D 2856 86%
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 17-0322.03
Mu►Mi•a�eco;Nrr Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Auncy Test Identifier Test Name/Report Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257.818-IPA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
1 Miles Laboratories NB-589-631 ASTM D 1623 0000/9.1
Polymers Division
0000..
0000..
0000.. . 0000%
Ramtech Laboratories,Inc. 9637-92 ASTM E 108 ...... 04/3Q/93 •
0000 >
0000..
Southwest Research Institute 01-6743-011 ASTM E 108 •0000• l��f�/�•4 0000.
? 01-6739-062b[l] ASTM E 84 ••:••: 010ty 5 ••�••• ,
,. 00 •• •• 0 00000.
Trinity Engineering 7050.02.96-1 TAS 114 ;••;•; 03/14/96 •.
P36700.04.12 ASTM D 1623 0:11812-2 :00"0:
P39740.02.12 TAS 101 %••••o 0 .2j21/12 o ••••-
TAS 123 0 to 0 0•
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. ICP Adhesives Polyset®AH-160 shall solely be used with flat, low,&high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
a
with their tile assemblies shall test in accordance with TAS,101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
k Mu►MI•pape co'N rr Expiration Date: 05/10/22
Approval Date:04/27/17
Page 3 of 11
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INSTALLATION:
1. ICP Adhesives Polyset®AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset®AH-160.
1 2. ICP Adhesives Polyset®AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset®AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
i determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset®AH-160 and its components shall be installed in accordance with Roofing Ajlpjjcation
Standard RAS 120,and ICP Adhesives and Sealants, Inc.'s Operating Instruction and MainWnance%QQW&. ......
4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed 11 10 Adh4siveland '.
. ......
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicator.��...4 e autTiorithaving •
jurisdiction. ••••••
5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is reg1thtd before applicatiolt• ••
of any adhesive. The mix ratio between the "A" component and the"B" component sHhIC62=nainta itl84 IVtweeA••••
1.0-1.15 (A): 1.0(B). '• """
6. ICP Adhesives Polyset®AH-160 shall be applied with ICP Adhesives Foam DispensenR'I'Ir M00 on ICP. ....:.
Adhesives ProPack®30& 100 dispensing equipment only. •• ••
7. ICP Adhesives Polyset®AH-160 shall not be exposed permanently to sunlight. •• •
8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset®AH-160 has been dispensed.
I
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordance with the
'Placement Details'herein. Each generic tile profile requires the specific placement noted herein.
� a
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NOA No.: 17-0322.03
MIAMI•DADECOUNTY Expiration Date: 05/10/22
Approval Date:04/27/17
Page 4 of 11
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Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile Placement Detail Minimum Paddy Contact • Minimum Paddy Gram
Area Weight
Eave Course-Flat,Low,High All Eave Course 17-23 sq. inches 45-65
Profiles
Flat, Low, High Profiles #1 17-23 sq. inches 45-65
Flat Profile #2 .10-12 sq. inches 30
Low Profile #2 12-14 sq. inches 30
High Profile #2 17-19 sq. inches 30
Flat, Low,High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy
head of tile 9-11 sq. inches at
overlap •• •
Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal; J 7 gran$?per bead
edge)20-25 sq. inches each
bead
. .... . ... ..
•
Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches •••34 graA**bider pan*
{
...... .... .....
.. .. .. . ......
LABELING: •
All approved products listed herein shall be labeled and shall bear the imprint or identifiable Inarking of tte••`•
manufacturer's name or logo and following statement: "Miami-Dade County Product Controf*4roved" or the•Miami;"
{ Dade County Product Control Seal as shown below.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
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NOA No.: 17-0322.03
MIAWDAD,COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
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ADHESIVE PLACEMENT DETAIL# 1
�► z "" Flat/Low Profile Tile
1. Starting at the cave course,apply a minimum 2"
(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
tox. , of the tile being set.
2. Continue in same manner. Insure approximately 17
° (109.7 cm2)—23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
EW.Ok"At YrL ••••
. . .... ......
Medium Profile/ Double Pay►. "•••• •
Tile . , ......
1. Starting at the cave cour�eeapQly a nfpimpin 2" • •
(50.8 mm)x 10"(254 mnly 1*1"(25.4 mm) foam.•;••.
paddy onto the underlayM&T?3ositiov8d It shown
' under the pan portion ofthe Vile closest to tAe •
overlock of the tile beim set. •
......
sem.
' 2. Continue in same manner.JAsdre approximately I�
(109.7 cm2)—23 (148.4 cm2)square i";adhesive
contact with the underside of the tile.
Is
�> .
High Profile/Single Pan Tile
1. Starting at the cave course,apply a minimum 2"
• (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam
paddy onto the underlayment positioned as shown
toter under the pan portion of the tile closest to the
overlock of the tile being set.
swum 7 �
2. Continue in same manner. Insure approximately 17
(109.7 cm2)—23 (148.4 cm2)square inch adhesive
�
contact with the underside of the tile.
iifPaed�le
NOA No.: 17-0322.03
MIAMFDADE COUNTY Expiration Date: 05/10/22
Approval Date:04/27/17
Page 6 of 11
l
ADHESIVE PLACEMENT DETAIL#2
0~67ft Flat/Low Profile Tile
6
1. Starting at the eave course,apply a minimum 2"(50.8
I mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
t~t� the tile being set. Insure approximately 17(109.7 cm2)
—23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
t x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlocic of tlt the
"/°' ' being set. •••• ••••••
3. Continue in same manner.lnsure approximately 10
(64.5 cm2)- 12 (77.4 cm2)sg are inch adhesive �••••
{ t contact with the underside o f:L�tile. ;!•••• •••••
...... .... .....
.. .. .. . ......
Medium Profile/Double PaipTik•: •
_ t l�ttt�y 1. Starting at the eave course:apply.a minfmum 2"(50%...;
mm)x 10"(254 mm)x l"(21.4 mm)foamcaddy •
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cm2)—
�� a 23 (148.4 cm2)square inch adhesive contact,with the
underside of the tile.
2. At the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately•12"
(77.4 cm2)- 14(90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
MIAMMOsAD6 COUNTY Expiration Date: 05/10/22
Approval Date:04/27/17
Page 7 of 11
9
ADHESIVE PLACEMENT DETAIL#2 (CONTINUED)
High Profile/Single Pan Tile
1. Starting at the eave course,apply a minimum 2"(50.8
• mm)x 10"(254 mm)x 1"(25.4 mm)-foam paddy
+ onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
7 tile being set. Insure approximately 17 (109.7 cm2)–
:h. 23 (148.4 cm2)square inch adhesive contact with the
• underside of the tile.
.2. At,the second course,apply a minimum 2"(50.8mm)
x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the
underlayment positioned as shown under Qvopan
Yam 26L portion of the tile closest to the overlo&4of tke tile —9:
•
+.
,being set. ••. .
•
•0000. .
•••••• • ....••
•
3. Continue in same manner.Y$M'approxim�ately IT: '
0000..
(109.7 cm2)- 19(122.6 cn�j s•uare inA aADcive •
. . 0000.
contact with the underside l g 4ile. •
. 0000 0000.
.. .. .. . 0000..
0000..
,0000.
.. .. . .
E
fi
` NOA No.: 17-0322.03
JAPPROVEMwrn•D�e eD 1 EE Expiration Date: 05/10/22
r Approval Date: 04/27/17
Page 8 of 11
,
ADHESIVE PLACEMENT DETAIL#3
r
,W:!ra 0bAk Paddy
]. On the eave course only, apply a minimum 2" (50.8
arel:eemmm)x 10" (254 mm)x 1" (25.4 mm)foam paddy
' onto the underlayment positioned as shown,under
the strengthening rib for flat tile or under the pan
portion of the tile for low or high profile tile closest
i ;�� %- to the Overlock of the the berg set. L• 1ve •
�►'` '"� approximately 4" (10 1.6"M)up frogi the eave
e" edge free of foam to prew"i the explilded'adhesive..:.
3:a�. from blocking the weep.l"v*..Insure •
approximately 17-23 intF 9!T'148. .c"�.of
adhesive contact with the Vcterside of the tile
.. .. .. . ......
2. Apply a 4" (101.6 mm) 441l. 1.6 rgm)Y,1" (25,4.
mm)foam paddy onto the un0erlayrrWjd9t beloly
FlatAj&wPftMTlk the second course line pbsOor;d foana}iaddy
under the strengthening rib for flat tifo�orunder the
pari portion of the tile,closest to the underlock for
# the second course tile to be installed. Insure
approximately 8-9 int(51.6-58.1 cm2)of adhesive
Omdwtft contact with the underside of the tile.
�P !
ane of (Instructions continued on next page)
as
r
ib. Tia.
Emech um
Emecaum Fasdat
Nbdlum Pelle
r
NOA No.: 17-0322.03
MIAMI•DADE COUNTY
{ - ,...r Expiration Date: 05/10/22
Approval Date:04/27/17
Page 9 of 11
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ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)
tXX�laeW 3. Also apply a 2" (50.8 mm)x 4" (101.6 mm)x3/4
(19 mm)paddy on top of the eave course tile
Battens • surface as shown, on top of the strengthening rib
for flat tile or on top of the pan portion of the tile,
closest to the underlock of the first course of tile.
as Install second course ofetile-1 sure approximately ••
iza a. 9(58.1 cm2) - 11 (71 cri 2j%uire inctad"Ittive ...
•
contact with the unders"4Uie tile at the overlap
and 7(45.2 cm2)-9(58.1 cna2)square inch :••••:
adhesive contact with t17e►enderside of the the at •• •••
the head of the tile.CorlthW4i same tiMMr. •••••
We"Itak ......
. . . . ......
lam. 431. �� . . :.....
High ns .. .
f
X �
1
Mu►r�Fo�we couNrr NOA No.: 17-0322.03
...• Expiration Date: 05/10/22
Approval Date:04/27/17
Page 10 of 11
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ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Two Piece Barrel(Cap and Pan)Tile
' 1. Starting at the eave course,apply a minimum 2"
t)place anouoadh®slvetoaddeve65to70sq.In. SteiPPitch"pp ons50.8 )x 10"(mm 254 mm)x 1"(25.4 mm
In as pen hie. when"fired) ( )foam
2)Turneomsupsidedo«n,.Pimm adhesive I paddy onto the underiymint posiSVQ�q is
tot in.hor"outside oft*ofeamt1' shown under two adj&,el7t pan tile$.Support eave e e
Then instill tM tile,Ensure 20 to
35s%in contodarea. D tiles from rocking untileadliesive hV c'h'ance toee*%
U cure. ...... :....:
• .... e
n
2. Continue in same mani1&*19ringing'two pan ••••'
. . .....
courses up toward the 1':A=nsurs...e
approximately 65(419 4 cm2)—70�t51.5 cm2) •'::•
square inch adhesive Contact with the u9derside� .•
Sa�anhing
of the pan tile. '••••'
Es"down • • • e••eew
ee • e• a • •
("Um"aw ") 3. Turn covers upside down exposing i e nlderside
' a►eeY► tasdaaod of the tile.Apply a minimum 1"(25.4 mm)x 10"
(254 mm)bead of adhesive directly on the inner
RowwvowppordmattM*mwur"cmwt%.AbuttasecoWammof edge of each side of the cover tile. Leave
pan tiks.feuw:eava a"d aipan andrarertiies eref�dh uesys ane.
approximately 3/4"(19 mm)to 1"(25.4 mm)
Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of
foam to allow for expansion.
4. Turn cover tile over after foam is applied and
place onto pan tile course.Insure a minimum of
20(129 cm2)-25 (161.3 cm2) square inch
contact area on each side of the cover tile to the
pan tile. Continue in same manner. Trim away
any cured exposed foam adhesive.Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2"(50.8
mm)x 4"(101.6 mm)nailers or the tie wire
system using galvanized,stainless steel,or
copper wire and compatible nails may be used.
,
END OF THIS ACCEPTANCE
r
,
NOA No.: 17-0322.03
MIAMI•DADEODUNTW Expiration Date: 05/10/22
Approval Date:04/27/17
Page 11 of 11
a
E
MIAM MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadexov/economy
GAF
1 Campus Drive
Parsippany,NJ 07054
SCOPE: ••••
This NOA is being issued under the applicable rules and regulations governing the use of oonstructtex••• ••••••
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County 13F�Z• ••
Product Control Section to be used in Miami Dade County and other areas where alloA+E;R);l'!�p the • •'••'•
k
Authority Having Jurisdiction(AHJ). •••••• •
.... .
This NOA shall not be valid after the expiration date stated below.The Miami-Dade CcuaVProduk1'••• .••••
Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dada County).••;•• •••••
reserve the right to have this product or material tested for quality assurance purposes?if tris produdvr ••••;•
material fails to perform in the accepted manner,the manufacturer will incur the expeV98 Df$uch testiri'g k
and the AHJ may immediately revoke,modify,or suspend the use of such product or r'haterial within..:. •'•"•
their jurisdiction. RER reserves the right to revoke this acceptance,if it is determine&bX#Iiami-Dads :••••
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 unitshall 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. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L.Acebo.
r
NOA No.: 14-1030.02
rnm=UNW Expiration,Date: 11/06/18
' Approval Date: 11/05/15
IliPage 1 of 30
1
f
Membrane Type: APP/SBS Heat Weld
Deck Type 1: Wood,Non-insulated
Deck Description: 19/32"or greater plywood or wood plank decks
System Type E(2): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier: FireOuf'Fire Barrier Coating,VersaShield®Fire-Resistant Roof Deck
(optional) Protection or Securock®Gypsum-Fiber Roof Board.
Base sheet: GAFGLAS®#80 Ultima"'Base Sheet,GAFGLAS®Stratavent-.0 EAnator`"••••• ••••;•
Nailable Venting Base Sheet,Ruberoid®Mop Smooth,Ruberoid"20'Rub4QW?.*. '.
SBS Heat-Weld"Smooth or Ruberoid®SBS Heat-Weld"25 nIMMtcally ' . •
fastened to deck as described below;
......
Fastening GAFGLAS®Ply 4,GAFGLAS®FlexPly"6,GAFGLAS®#75 BUeSheet d'r any •;
Options: of above base sheets attached to deck with approved annular nnrVank nails W-
tin caps at a fastener spacing of 9 o.c.at the lap staggered anl m t*q rows 1*2011, •
o.c'. in the field. •
. . . . ......
(Maximum Design Pressure-45 psf.See General Limitation#7) ""'
GAFGLAS®Ply 4, GAFGLAS FlexPlyj'46,GAFGLAS®#75 Base S1•ieet or-anis • •
of above base 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 the sheet.
(Maximum Design Pressure-45 psf,See General Limitation#7)
GAFGLAS®FlexPly'"6 GAFGLAS®#75 Base Sheet r any of above base
' sheets attached to deck with approved annular in 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
I
(Maximum Design Pressure-52.S psf.See General Limitation#7J
GAFGLAS®#80 Ultima'"Base Sheets,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.iri'the
field.
(Maximum Design Pressure-60 psf.See General Limitation#7)
` GAFGLAS®#75 Base Sheet or any of above base 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 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.: 14-1030.02
coutlr�r Expiration Date: 11/06/18
Approval Date: 11%05/15
Page 28 of 30
{
Fastening Any of above base sheets attached to deck approved annular ring shank nails and
Options: 3"inverted Drill-Tee insulation plates at a fastener spacing of 9"o.c.at the 4"
(Continued) lap staggered in two rows 9" in the field.
(Maximum Design Pressure—60 psf.See General Limitation#7)
GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with
Drill-Teo`"#12 Fastener,Drill-Tec"' #14 Fastener or Drill-Tee XHD Fastener
and Drill-Tec"'3"Steel Plate,Drill-Teo'AccuTrac®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) 0000 G••
. . ....0
......
Ply Sheet: (Optional except over Ruberoid®Mop Smooth,Ruberoid®20,RIber6id®SBS..:.
Heat-Weld''Smooth or Ruberoid®SBS Heat-Weld`25)One 8?*m*ore plies' •
' GAFGLAS®Ply 4 or GAFGLAS®FlexPly�`6 sheet adhered in a full moppi�}g o ;••••
....
approved asphalt applied within the EVT range and at a rate of;Q;�Q'lbs/sQ'Oc'•• ..,..
Ruberoid®Totch Smooth torch applied according to manufactyr "application.. ..:..'
instructions. •.'..' '.•' ••••••
' Membrane: EDof f Ruberoid®Torch Smooth,Ruberoid®Torch Granull,'R&UMatch' '
APP Modif ed.Granular,Ruberoid®EnergyCar Torch Granule FR=Itubereid%*• ••• •
EnergyCap' Torch Plus FR,or Ruberoid®Torch FR torch applj&agcording tp � ;••••
manufacturer's application instructions. .• •
Or
One or more plies of Ruberoid®SB5 He Weld'Pius;Ruberoid®SBS---Heat= -
Weld'Plus FR, beroid SBS Hekt Y eld` 70FR uberoid'EnergyCo'
SBS Heat-Weld`Plus FR,Ruberoid®SBS Heat-TTe d'Granule,Ruberoid®SBS
Heat-Weld"Smooth and Ruberoid®SBS Heat-Weld''25 applied according to
manufacturer's application instructions.
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. f
2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®Mineral Surfaced Cap Sheet
or GAFGLAS®EnergyCar 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®Membrane,Topcoat®MB Plus(to be used as a primer with Topcoat®
Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
o
NOA No.: 14-1030.02
MIAMIRMDE courvnr: Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 29 of 30
WOOD DECK SYSTEM LIMITATIONS: F
1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®FlexPlyTM 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum 1/4"DensDeck®Roof Board or 1/2"Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL LIMITATIONS:
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 1` oppiq of 0...9• so**:*
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or;ii4Ramcally:.��; ••
attached using the fastening pattern of the top layer
0000..
3. All standard panel sizes are acceptable for mechanical attachment. When applied'ih• oved :0000:
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 ceU...
•• •
0900.. 0000.
foam insulations when the base sheet is fully mopped. If no recovery board is useoAp Ase sheet..
shall be applied using spot mopping with approved asphalt, 12" diameter circles, or strip . .•
mopped 8" ribbons in three rows,one at each side lap and one down the center ofthe'sh*eet allowing •••• •
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"breakshall be, ;••••
placed every 12'in each ribbon to allow cross ventilation. Asphalt application ofet ersystenLSIN?. •
be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maxiidde
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 comers and corners).
+ (When this limitation is specifically referred within this NOA;General Limitation#7 willnot
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-1030.02
cocinirY Expiration Date: 11%06/18
Approval Date: 11/05/15
Page 30 of 30
TGFU.R14153 -Roofing Systems .Page 13 of 48
t
i
49.Deck:C-15/32 Incline: 1/2
Primer.—"TOPCOAT®Fireout—Fire Barrier Coating"applied at 1-gal/100-ft2.
Base Sheet:—One ply Type G2"GAFGLASS#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"mechanically fastened.
Ply Sheet(Optional):—One ply Type G3 or Type G2,mechanically fastened.
Membrane:-"Ruberoid@ Torch Granule"or"Ruberoid@ Torch Granule 1"or"Ruberoid@ Torch Granule Plus"or"Ruberoid@ Torch FR"
heat fused.
50.Deck:NC Incline: 1/2
Insulation(Optional):—Minimum 1h-In.wood fiber,mechanically fastened.
Slip Sheet(Optional):—One ply"StormSafe"mechanically fastened.
Base Sheet:—One ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adhered.
Membrane:—One ply"Ruberoid@ SBS Heat Weld 170 FR"or"Ruberoid@ 30 FR"or"Ruberoid@ 30 FR HT"or"Ruberoid@ Eneufteslf.
SBS 30 FR"or"Ruberoid@ SBS Heat Weld Plus FR"heat fused. .••• ••••••
51.Deck:C-15/32 Incline: 1/2 i•••i• •
Insulation(Optional):—Any UL Classified,any thickness,mechanically fastened. •••:•• • • •
Barrier Board:—Minimum'h-in.thick gypsum board or minimum 1/4-in,thick Georgia-Pacific Gypsum LLC"DensDpjl�@ RoofbQard"qr
"DensDeck Prime@ Roofboard"or"DensDeck DuraGuardTM Roofboard"mechanically fastened. • • *00000
Base Sheet:—One ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adheit8!• •
Membrane:—One ply"Ruberoid@ SBS Heat Weld 170 FR"or"Ruberoid@ 30 FR"or"Ruberoid@ 30 FR KP'or&%AveW@ Energy6api'" •••••
SBS 30 FR"or"Ruberoid@ SBS Heat Weld Plus FR"heat fused. • • • • •
•
52. Deck:NC Incline: 1 ••••••
••••••
' 1 Primer:—'TOPCOAT®FlreOutTM Fire Barrier Coating"applied at 1-gal/100-ftZ. • • • • •
Base Sheet.(Optional):—One ply"Liberty MA Base Sheet",mechanically fastened. • • • ••••••
Pty Sheet:—One ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adhered* • • •
Cap Sheet:—One ply"Liberty FR SBS Self-Adhering FR Cap Sheet"or"Ruberoid@ SA Cap FR Sheet"self-adhered. •• •
53. Deck:C-15/32 Incline: 1/2
Primer:—"TOPCOAT@ FireOutTM Fire Barrier Coating"applied at 1-gal/100-ft2.
Slip Sheet(Optional):—One ply"StormSafe"mechanically fastened.
Base Sheet(Optional):—One ply"Liberty MA Base Sheet",mechanically fastened.
Ply Sheet:-One ply"Liberty SBS Self-Adhering Base/Ply Sheet"or"Ruberoid@ SA Base/Ply Sheet"self-adhered.
Cap Sheet:—One ply"Liberty FR SBS Self-Adhering FR Cap Sheet"or"Ruberold@ SA Cap FR Sheet"self-adhered.
54.Deck:NC Incline: 1
i
Insulation-(Optional):--Perlite;fiber-glass;polyisocyanurate;urethane or perlite/polyisocyanurate composite,offset a minimum of
6-in.from butt joints in plywood roof deck.
Base Sheet:—One or more plies Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"or Type G3"GAFGLASS Mineral
Surfaced Cap Sheet"or"rri-Ply@ Mineral Surfaced Cap Sheet"hot mopped or mechanically fastened.
Ply Sheet(Optional):—One or more plies Type G1,hot mopped in place.
Membrane:-One ply"Ruberoid@ Torch Smooth"or"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop
Smooth Plus"or"Ruberoid@ Dual Smooth".
Membrane:—One ply"Ruberoid@ Mop FR"or"Ruberoid@ EnergyCap—Mop FR".
55.Deck:NC Incline:1
Insulation(Optional):—Perlite,fiber glass,polyisocyanurate,urethane or periite/poiyisocyanurate composite,offset a minimum of
6-in.from butt joints in plywood roof deck.
Base Sheet:—One or more plies Type G2"GAFGLASS#75 Base Sheet"or"Tri-Ply®#75 Base Sheet"or Type G3"GAFGLASS Mineral
Surfaced Cap Sheet"or'Tri-Ply@ Mineral Surfaced Cap Sheet"hot mopped or mechanically fastened.
Pty Sheet(Optional):—One or more piles Type G1,hot mopped in place.
Membrane:—One ply"Ruberoid@ Torch Smooth"or"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop
Smooth Plus"or"Ruberoid@ Dual Smooth".
Membrane:—One ply"Ruberoid@ Mop FR"or"RuberoidS Ener Ca TM Mop FR".
56.Deck:C-15/32 Incline: 1/2
Base Sheet:-Two or more plies Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"mechanically fastened.
Membrane:—One ply"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat welded in place.
57.Deck:NC' Incline: 1/2
Base Sheet:—"Ruberoid@ Mop Smooth"or"Ruberoid@ Mop Smooth 1.5"or"Ruberoid@ Mop Smooth Plus"or"Ruberoid@ Dual
Smooth"hot mopped or"Ruberoid@ SBS Heat Weld Smooth"heat welded.
Membrane:—"Ruberoid@ SBS Heat Weld Plus FR"or"Ruberoid@ SBS Heat Weld 170 FR"heat welded.
58.Deck:NC Incline: 1/2
Insulation(Optional):-Polyisocyanurate,uniform thickness of tapered minimum 1-1/2-in.,mechanically fastened or adhered with
"LRF Adhesive M"or OMG Inc."Olybond Fastening.System"applied as a nominal 3/a=1n.bead or"GAF 2-Part Roofing Adhesive"applied as
a nominal 29h-in.bead with a maximum on-center spacing of 12-In.or any UL Classified insulation adhesive applied per the
manufacturer's installation instructions.
Barrier Board:—Minimum 1/4-in.thick Georgia-Pacific Gypsum LLC"DensDeck@ Roofboard"or"DensDeck Prime@ Roofboard",or
"DensDeck DuraGuardTM Roofboard"or minimum 1/4-in.thick United States Gypsum Co."SECUROCK@ Roof Board"(Type FRX-G)or
"SECUROCKS Glass-Mat Roof Board"(Type SGMRX),mechanically fastened or adhered with OMG Inc."Olybond Fastening System".
i -