RF-18-3195Location Address
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Issue Date: 11/01/2018
Parcel Number
53 NE 102ND ST, Miami Shores, FL 33138 1132060131660
Contacts
Permit NO.: RF -10-18-3195
Permit Type: Roof
Work Classification, Tile
Permit Status: Approved
Expiration: 04/16/2019
Description: RE -ROOF TILE TO TILE Valuation: $ 25,000.00
Inspection Requests:
305-7Ci2 4§4§
Total Sq Feet: 2,947.00
Fees
LYDIA AMADOR Owner
53 102
SPRINGS ROOFING CORP Contractor
CARLOS ENRIQUE GUEITS
PO BO X 661305, MIAMI SPRINGS, FL 33266
Business: 3058893293
50.00
CCF 15.00
Description: RE -ROOF TILE TO TILE Valuation: $ 25,000.00
Inspection Requests:
305-7Ci2 4§4§
Total Sq Feet: 2,947.00
Fees Amount
Application Fee - Other 50.00
CCF 15.00
DBPR Fee 4.50
DCA Fee 3.00
Education Surcharge 5.00
Roofing Fee 250.00
Scanning Fee 9.00
Technology Fee 7.50
Total: 344.00
Payments Date Paid Amt Paid
Total Fees 344.00
Check # 14471 11/01/2018 344.00
Amount Due: 0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required -for- t'ECTMGeL, PLUMBING, MEC S, DOORS, ROOFING and SWIMMING POOL work.
OWNPRS AFFIDAVIT: I certify thaL4a the foregoing inf mati is accurate and that all work will be done in compliance with all applicable laws
readatina construction and zoning. ermore, I author' a above named contractor to do the work stated.
zli
Authorized Signaturj-Owner--_ / Applicant Contractor / Agen Dat
November 01, 2018 Page 2 of 2
Miami Shores Village --
Building Department OCT 1 f 201
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
0 INSPECTION LINE PHONE NUMBER: (305) 762-4949
FFB`C 20
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
F-IBUILDING ELECTRIC UZOOFING REVISION EXTENSION RENEWAL
PLUMBING [:]MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
Add C6
City: M-/ aal / SAX -e- Q S state: L- Zip: 3-
Tenant/Lessee Name: Zvi/ Phone#:
Email: -y/ /I
CONTRAI
Address:
0061 5
re4'`e
City: M . ,.5 _ _ _ State: L ^ zip:
Qualifier Name: Cel •S Gt.4 5 Phone#: ?ke-
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 2 U O Square/Linear Footage of Work:
Type of Work: Addition Alteration New • T*eair/Replace Demolition
Description of Work: i -x- CLQf 10 t -Ir I ( `e ::m Xt t Q
Specify color of color thru the: k 01 ef re oe 10141`1 t
Submittal Fee $ Permit Fee $ 900 CCF $ S CO/CC $
Scanning Fee $ 1 '"Radon Fee $ • S d DBPR $ Notary $
Technology Fee $—'7 • S Training/Education Fee $ S Double Fee $
Structural Reviews $ Bond $ Soo
TOTAL FEE NOW DUE $ 4 4 .
Revised02/24/2014) i '*
CONTRACTOR DRAWINGS
1
JOB ADDRESS: _ N to d- 5
City: Miami Shores County: Miami Dade Zip: 33 13
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): L-l/d l Q VVl lit d. 0 Y- Phone#:
Add C6
City: M-/ aal / SAX -e- Q S state: L- Zip: 3-
Tenant/Lessee Name: Zvi/ Phone#:
Email: -y/ /I
CONTRAI
Address:
0061 5
re4'`e
City: M . ,.5 _ _ _ State: L ^ zip:
Qualifier Name: Cel •S Gt.4 5 Phone#: ?ke-
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 2 U O Square/Linear Footage of Work:
Type of Work: Addition Alteration New • T*eair/Replace Demolition
Description of Work: i -x- CLQf 10 t -Ir I ( `e ::m Xt t Q
Specify color of color thru the: k 01 ef re oe 10141`1 t
Submittal Fee $ Permit Fee $ 900 CCF $ S CO/CC $
Scanning Fee $ 1 '"Radon Fee $ • S d DBPR $ Notary $
Technology Fee $—'7 • S Training/Education Fee $ S Double Fee $
Structural Reviews $ Bond $ Soo
TOTAL FEE NOW DUE $ 4 4 .
Revised02/24/2014) i '*
BondMg Company's Name (if applicable)
Bonding Company's Address
City State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit isiii d. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signatureex-;— C'g
OWNER or AGENT
The folegoing instrument was acknowledged before a this
day of l o 20_ , by
L yd lA i1'ty LG dac , who is personally known to
me or who has produced
The foLegoing instru ntNas acknowledged before me this
6A day of 20 by
Cn.,r l 0 5 ntA 4 t +S. who is personally known to
as me or who has produced
identification and who did take an oath.
NOTARY PUBLIC: 46 3 _ S 3 3 -6 3 "9 & Y- O
Print:
Seal: 4 Bonded through National Notary Assn.
identification and who did take an oath.
NOTARY PUBLIC:
Print: a ruoi
w +
e
Seal: or rti? My Comm. Expires Apr 29,62x0022
Bonded through National Notary Assn.
as
s*s**s*ss********s*s**s** *sss sss sss**sss****s***********ss***ss**sss*ss*s*sssssssssssssssssss***
W
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
Revised02/24/2014)
10/15/2018 Propertv Search Application - Miami -Dade County
OFFICE OF THE P OPERT-' PKAIN
Summary Report
Property Information
Folio: 11-3206-013-1660
Property Address:
53 NE 102 ST
Miami Shores, FL 33138-2322
Owner
LYDIA MARIA AMADOR
GILDA AMENDOLA
Mailing Address
53 NE 102 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half 3/2/0
Floors 1
Living Units 1
Actual Area 2,257 Sq. Ft
Living Area 1,887 Sq.Ft
Adjusted Area 2,064 Sq. Ft
Lot Size 8,475 Sq.Ft
Year Built 1949
Assessment Information
Previous
Price
Year 2018 2017 2016
Land Value 211,570 211,570 211,570
Building Value 143,654 143,654 143,654
XF Value 880 880 880
Market Value 356,104 356,104 356,104
Assessed Value 256,738 251,458 246,286
Benefits Information
Benefit Type 2018 2017 2016
Save Our Homes Cap Assessment Reduction $99,366 $104,646 $109,818
Homestead Exemption $25,000 $25,000 $25,000
Second Homestead Exemption $25,000 $25,000 $25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 17 & W1/2 OF LOT 18
BLK 12
LOT SIZE 75.000 X 113
COC 22453-4695 06 2004 1
Generated On : 10/15/2018
Taxable Value Information
Previous
Price
OR Book-
2018: 20171 2016
County
Exemption Value 50,0001 50,0001 50,000
Taxable Value 206,738 201,458 196,286
School Board
Sales which are qualified
Exemption Value 25,000 25,000
Taxable ValueEEJ 231,738 226,458 221,286
City
Exemption Value 50,0001 50,000 50,000
Taxable Value 206,738 201,458 196,286
Regional
Exemption Value 50,000 50,000 50,000
Taxable Value 206,738 201,458 196,286
Sales Information
Previous
Price
OR Book- i Qualification Description
Sale Page
Corrective, tax or QCD; min
06/20/2016 0 30129-3539
consideration
06/01/2004 365,000 22453-4695 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 http://www.miamidade.gov/info/disciaimer.asp
Version:
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: d $
10050 NE 2nd Ave
Miami Shores, A 33138
Re: Owner's Name: AdiA Am a U[ 0 e,
Property Address: '5-3 A/ /0
Roofing Permit Number:
Dear Building Official:
I&L certify that I am not required to retrofit the roof to wall connections of my
building because:
XThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation,
the building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 ition of the South Flo . a uilding Code (1994 SFBC)
Signatu 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 day of Q /
Notary Public, Sate of Florida at Large
When the just valuation of the structure for purposeVad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application q!,"t.Gontractoj jM W too i ll PBne ' Hurricane Mitigation.
Notary Public State of Florida
Revised on 5/21/2009WCommission # GG 211965
or r? My Comm. Expires Apr 29. 2022
Bonded through National Not Assn,
ter-•
MAMA
SECTION 1524
HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402
govern the minimum requirements and standards of the industry for roofing system installations. Additionally, thefollowingitemsshouldbeaddressedaspartoftheagreementbetweentheownerantthecontractor. The owner's
initial in the designated space indicates that the item has been explained.
2. Renailing wood decks: When replacing roofing, the existingwood roof deck may haveye to
be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually
concealed prior to removing the existing roof system).
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.
6. Overflow scuppers (wall outlets): It is required that rainwater flows off so 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 prowl d -It may be necessary to install overflowscuppersirdantherequirementsofSection
1
402, R4403 and R4413.
V
Own Agent's Signature Date
V
ature Date
53 ME roa
Property Address Permit Number
Revised on 719/2009 LD;07/01/2015;
Vo 61
I
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L1 kH1 i I Al
pal
71
II 111111 i t i l l• i Iill
I S L I I I I I I— I i 1,
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it II
E:E TH
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
9 Ie LRoofSystemManufacturer:
Notice of Acceptance Number: /S- o7A1. 0q
Minimum Design Wind Pressures, N Applicable (From RAS 127 or Calculations):
P1: "3a1. P2:____-&2. P3:..
Maximum Design Pressure
From the NOA Specific System): - 31.3 see*** •
Method of the attachment: DD W C e1Mi CAI Ce . I t,P• • i/
0000••
to
o. 00 0
Steen Sloped Roof System Description • • • • • •
Deck Type:
Roof Slope:
nsulation:
2
Ridge Ventilation?
K I IN - -
r
Mean Roof Height: )4i
woo D
30
6•••
0
00.60
6 000
9000•
0000•
0000•
NSA
N IA
Type & Spacing: Q S alai is Pr. c''
iesive Type Q f Plaktrtd
0-
S
7ype Cap Sheet:
oof Covering: (/
P1nn--i eh FI a%
Size Drip
a6 a 3x3 rVlRl
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based We s ystems, choose either Method 1 or 2. Compared the values
for M. with the values Brom MI, U the Mt values are greater than or equal to the Mr
values, for each area of the root, then the the attachment method Is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
ipl:-3q.1 zx11•2A ,—Mg:]. un_—r4i3-43_ NOA 14 I.3 OK
P::``Q • I z 710. it @ b, (&) — Mg: 'j — .0 NOA 11* O K
p3:-100.1 z a.b. A21 -XI ) - M& *7 - (l = NOA r4 OK
Method 2 "Simplified Tile Calculation Per Table Belov(' , • , • • •
Required Moment of Resistance (M.) From Table Below NOA14 _ .
see*
M. Required Moment Resistance'
Mom Roof Height
Roof Slope 15' 20' 25' 40'
Ely- 34A 36 •• ••
312 322 34A 31LO •••
30.1 •91 0
12 26A 28.0 29A . •
12 213 25.9 ZT.1
Must be used in conjunction with a list of moment based tie 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 F,. If the F' values are greater than or equal to the F. values, for each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tfle Calculations Per RAS 127"
PI: zl:_ .rz w:a_—J—W:_,zcos8:_= Fr,: NOA F1
P= : z 1: _ _ z w: - ^) — W: z cos 8: _ = Fre: NOA F'
P3:_zl: =_z w:= ---)—W: zcds8:_= Fra: NOA F'
Where to Obtain Information
Syukboll Where to findDescription
Design Fm wore PI or P2 or P3 RAS 127 Table 1 or by an engineed W analyzis pmPered by PE based on ASCE
7
Mean Roof Height H rob Site
Roof Slope g Job Site
NOA
Restoting Moment due to Ota NOA
Attachment Resistance K NOA
Required Moment Resistance K Calculated
Mimkmim Attachment Resistanoe F NOA
Raqwred Resists= F, Calculated
Avera Tile W ' NOA
T Dimenaiow 1= length
w= width
NOA
AM cakulatiow must be submitted to the BuMn Official Atha Uma ofpemift r@jfi-catkm.
1IIAbll-DADS COUNTY
MIAMI, PRODUCT CONTROL SECTION
e 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/econ m
Entegra Roof Tile, LLC
1289 NE 91' Ave
Okeechobee, FL 34972
0000..
0000..
0000
SCOPE:
000:0. 0000 0.0000
This NOA is being issued under the applicable rules and regulations governing the use of cddSt lion matettals. The. 000000
documentation submitted has been reviewed and accepted by Miami -Dade County RER-ProdUCControl S9QJ0Q 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 CounTPtbtiuct Con0ol•gection......
in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reseSW IN right to have this • •
product or material tested for quality assurance purposes. If this product or material fails to perform ir4Qb44gcepted' • • • •
manner, the manufacturer will incur the expense of such testing and the AHJ may immedjgtely- revoke, modify, oC • • • •;
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this aocepance• •
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: Plantation Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the 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 #14-1120.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Gaspar J Rodriguez.
MIAMI•DADE COUNTY
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 1 of 7
lu
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub -Category: Roofing Tiles
Material: Concrete
1. PRODUCT DESCRIPTION
Manufactured by Dimensions Test Product
Applicant Specifications besoription " • • • •
Plantation Tile Length: 16'/:" TAS 112 Flat concrete roof the for Mect JcPk or .... ;
Width: 13" battened nail-ow,tmrr4ar or adhesive set ,
applications. 0000.
Trim Pieces L = varies TAS 112 Accessory trim, oonci ete ro9f Pifts for • • • • •
W = varies use at hips, ra.. k *s3 fid es and%llhy ,
Varying thickness terminations. Maitufpctured for each tile '
profile.. • • • • • •
2.1. MANUFACTURING LOCATION
1. Okeechobee, FL
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier Test Name/Report Date
American Test Lab of South RT0624.05-14 TAS 112 07/03/14
Florida
Redland Technologies 7161-03 Static Uplift Testing Dec. 1991
Appendix III PA 102 & PA 102(A)
The Center for Applied 94-060B Static Uplift Testing March, 1994
Engineering, Inc. 94-084 PA 101 (Adhesive Set) May 1994
Moi tar Set)
Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991
Appendix 11 PA 108 (Nail -On)
Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994
PA 108 (Nail -On)
Redland Technologies P0631-01 Wind Tunnel Testing July 1994
PA 108 (Mortar Set)
Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994
Engineering, Inc. Test #MDC -76 PA 100
Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999
April 1999
Walker Engineering, Inc. Calculations 25-7183 March 1995
25-7094 February 1996
25-7496 April 1996
MIAMI DADE COUNTY
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 2 of 7
2.2 SUBMITTED EVIDENCE:
Test Agency Test Identifier Test Name/Renort Date
Walker Engineering, Inc. Calculations 25-7584 December 1996
25-7804b-8
25-7804-4 & 5
25-7848-6
Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999
Farabaugh Engineering and T295-11 TAS -108i 1 • •
Testing Inc. • • •
Farabaugh Engineering and T306-11 TAS -108 • •.... 1OLg4fi 1 ....
Testing Inc. 000:0* •
Farabaugh Engineering and T279-11 TAS -108 • • • • • 09/23/11 : "".
Testing Inc. "" ..0.9
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 perfkuitd n acc;jgar ce 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 Miami -Dade Product
Control office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications 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
applicable building code.
3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Building
Code and Rule 61 G20-3 of the Florida Administrative Code.
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 3 of 7
r
4. INSTALLATION
4.1 Plantation Roof Tile and its components shall be installed in strict compliance with Roofing Application
Standard RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w)
Tile Profile Weight -W (Ibf) Length -1 (ft) Width-wXh
Plantation Tile 11.6 1.375 1.08
Table 2: Aerodynamic Multipliers - X (ft3)
Tile 1 (ft3)
Profile Batten Application
on Tile 0.267
x 1ft)
Direct D2>rte4pplicptign.
Meg
Table 3: Restoring Moments due to Gravity - M (ft-Ibf) ; • • . •
Tile Gfdatbr than
Profile 2,,:12" 3":12" 4":12" 5":12" 6":12" 01..NT'
Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Deck Deck Deck
Plantation 7.22 7.91 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 7.04
Tile
NOA No.: 15-0721.04
MIAMI -DAD E COUNTY Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
For Nail -On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile
Plantation Tile
Min 15/32" Min. 19/32"
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TIIeBond Average weights per patty 13.9 grams.
3M- 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty S grams.
plywood) plywood)
Plantation Tile 2-10d Ring Shank 30.9 38.1 17.2
Nails
1-10d Smooth or 7.3
009:0
9.8 4.9...
Screw Shank Nail
0000009000
2-10d Smooth or 14.0 18.8 946006 7.4 .
Screw Shank Nails.6000 9
1 #8 Screw 30.8 30.8 18.
2 #8 Screw 51.7 51.7 24'4 •
1-10d Smooth or 24.3 24.3 24'2 '
Screw Shank Nail
0 0 0 0 '
Field Cli 0000..
1-10d Smooth or 19.0 19.0 '. 2z.1 •
Screw Shank Nail
Eave Clip)
2-10d Smooth or 35.5 35.5 34.8
Screw Shank Nails
Field Clip)
2-10d Smooth or 31.9 31.9 32.2
Screw Shank Nails
Eave Clip)
2-10d Ring Shank 50.3 65.5 48.3
Nails'
1 Installation with a 4" tile headlap and fasteners are located a minimum of 2%" from the head of tile.
Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf)
For Two Patty Adhesive Set Systems
Tile Profile Tile Application
Minimum Attachment
3M- 2 -Component Foam Roof Tile Adhesive AH -160 118.94
Resistance
Plantation Tile Adhesive 31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TIIeBond Average weights per patty 13.9 grams.
3M- 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty S grams.
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
For Single Patty Adhesive Set S stems
Tile Profile Tile Application Minimum Attachment Resistance
Plantation Tile 3M- 2 -Component Foam Roof Tile Adhesive AH -160 118.94
3M- 2 -Component Foam Roof Tile Adhesive AH -160 40.45
4 Large paddy placement of 45 grams of 3W 2 -Component Foam Roof Tile Adhesive AH -160
5 Medium paddy placement of 24 grams of 3M" 2 -Component Foam Roof Tile Adhesive AH -160.
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 5 of 7
0000.
0000
0000
0000.
000.0
0000.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf)
for Mortar Set Systems
Tile Profile Tile Application
Attachment
Resistance
See specific mortar manufacturer's Notice of Acceptance.
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo a: segit peloworfollowing....
statement: "Miami -Dade County Product Control Approved".•. • • •
0000•• Y.••.•
00....00
00.00• •
00.00••
0000•..• •
OR • • 0000•..•
00..00••
0000 •0000 • •
00.00.•
E N T E G R A
PLANTATION ROOF TILE LABEL (LOCATED ON UNDERSIDE OF 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 Building Official or Applicable building code in order to properly
evaluate the installation of this system.
NOA No.: 15-0721.04
Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 6 of 7
PROFILE DRAWING
PLANTATION FLAT CONCRETE TILE
END OF THIS ACCEPTANCE
0000..
0000..
0000•
00.006
0 0 0 0 0•
0
0 0
604.
00000
0000..
00 0
0000..
0000.
00000
96
NOA No.: 15-0721.04
MIAMbDA TY
MR11 Expiration Date: 12/08/20
Approval Date: 11/05/15
Page 7 of 7
Florida Building Code 6th Edition (2017)
High -Velocity Hurricane Zone Uniform Permit Application Form
Section C (Low Stoned Roof Svst@m)
F01 In Specfic Roof Ass*mWy Components'
and Identify Manutachm
If a component Is not used. Identify WNW)
System Mem eacturw
Id `-% AF_
NOA No.; lqT — 10'5' OD
Design Wmd P ressures, From RAS 128 or Cakwk tions:
Pmax1:
Sys _5
UFrqM
f4-
ttreSpe aficNQA
Dedc
TGL
D((
GatlgB/lhidOlBBs _ f"
Slope:
AndwdSase Sheet & No. of Pty($):
AndtodBase Sheat FasteninfBondkig Maps ai:
truulation Bass UWBessLayer:
Base insidow Size and TMdaress:
Base Insuie m Fa$tenerBonding Material:
IQ
Top lrmttation
Top hteulaion Sias and Thidu ess:
Toplasrrlatforr Festerw Morkiing MaWh* "1 A_ .
Base Sheat(s) & No. of Ply(s): <21"f + r>
Fastener.3padng fdr AnchorfiWm sheet
Attachment
Heid:j • oc ®i op. # Rows • oc
i
Perimew..._' oc o Lap, # Rows @ ' oc ; • • • •
Comer ' • oc @ Lap, # Rows 4 • oc
Number of Fasteners Per InsMA1116A •
Board • • • • •
j
Nr •lin / , i
Field A Perimeter. •Cdr" ,
J f`J— • • •
i
Illustrate Components .Noted and
fetalis as Applicable: 0 0 /
ilii•
Woodbtot*Jng, Gutter, Edge ;Termi6140tion..
Stripping, Flashing, Continuous 6140Cant ..
Strip, Base Flashing, Counter- Flashing, • i i • i
Coping, Etc.
indicate Mean` Roof Height, Parapet Height;
Height of Base Flashing. Component Material,
Matiodat Thidmess, Fastener" Type,` Fastener /
Spacing~or=;SubrrA-Manufsdurers Detslls-that
Compty with RAS 111 and Chapter 16. /
F gleste S t, ;
1 Ya7i
i
i( i
Pty Sheet(s)A No. of Ply(s): C_qL 7'
tt-1 .C').1 jj
Pty Sheet Festener/Bonding Mateft,i, i
Top Ply asterter/Bone# g Matsrsai:
Surfacing:
Parapet
Heinht
I
FT. )S
Mean
Roof
Height
GAF Q,,,,L)DDe
C FtOL5 u
Tim &r
m4i ied
Ca,n4 SA-riF
GAF
1 Campus Drive
Parsippany, NJ 07054
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 alloyve j by the •
Authority Having Jurisdiction (AHJ).•' '
6006 '0000'
This NOA shall not be valid after the expiration date stated below. The Miami -Dade C""y Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami D dc -Count))) •
reserve the right to have this product or material tested for quality assurance purposes.•Ifthis product or
material fails to perform in the accepted manner, the manufacturer will incur the expeit •disuch td It p%
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 determinejl byl iami-Dade
County Product Control Section that this product or material fails to meet the requirement, of the; • • • • •
applicable building code. •. •
6 : .. .
This product is approved as described herein, and has been designed to comply with the Florida Bu*]Tding
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. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 14-1030.02
MIAMI-DADE COUNTY
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 1 of 30
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MIAMI•DA EE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.tov/economy
GAF
1 Campus Drive
Parsippany, NJ 07054
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 alloyve j by the •
Authority Having Jurisdiction (AHJ).•' '
6006 '0000'
This NOA shall not be valid after the expiration date stated below. The Miami -Dade C""y Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami D dc -Count))) •
reserve the right to have this product or material tested for quality assurance purposes.•Ifthis product or
material fails to perform in the accepted manner, the manufacturer will incur the expeit •disuch td It p%
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 determinejl byl iami-Dade
County Product Control Section that this product or material fails to meet the requirement, of the; • • • • •
applicable building code. •. •
6 : .. .
This product is approved as described herein, and has been designed to comply with the Florida Bu*]Tding
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. 14-0611.01 and consists of pages 1 through 30.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 14-1030.02
MIAMI-DADE COUNTY
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 1 of 30
0000..
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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' 102 SBS Membrane 5 gallons ASTM D3019
0000..
Fiber reinforced rubbeOgd cold -applied
Adhesive adhesive for modifecbit;men goof *.
systems. • 0000..
GAFGLAS® #75 39.37" ASTM D4601 Type II asphalt impwgpated and coated
Base Sheet 1 meter) Wide glass mat base sheet•••.'
GAFGLAS® #80 UltimaT Base 39.37" ASTM D4601 Type II asphalt impr* mled and4maled,
Sheet 1 meter) Wide fiberglass base she>st. '• •• •
GAFGLAS®
F1exPlyT'
6 39.37" ASTM D2178 Type VI asphalt i4peregneated glass Ifelt
l meter) Wide with asphalt coating. ••••..
GAFGLAS® Ply 4 39.37" ASTM D2178 Type IV asphalt intpw*ted gl*v, fglt
1 meter) Wide with asphalt coating. *
00000
GAFGLAS® Mineral Surfaced 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet
Cap Sheet l meter) Wide surfaced with mineral granules.
GAFGLAS® EnergyCapTM 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® Stratavent® 39.37" ASTM D4897 Fiberglass base sheet coated on both sides
EliminatorT°' 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® Stratavent® 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 Sheet bottom side with mineral granules
embedded in asphaltic coating.
Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with
Heat -Weld— Smooth 1 meter) Wide polymer -modified asphalt and smooth
surfaced.
Ruberoid® SBS 39.37" ASTM 136164 Non -woven polyester mat coated with
Heat-WeldT' Granule 1 meter) Wide polymer -modified asphalt and surfaced
with mineral granules.
RoofMatch— 107 sq. ft. ASTM 136164 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' 170 FR I meter) Wide retardant polymer -modified asphalt and
surfaced with mineral granules.
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 2 of 30
0000..
0000..
0000..
0000.
0000.
0000..
0000..
0000..
Test Product
Product Dimensions Specification Description
Ruberoid® SBS 39.37" ASTM D6164 Non-woven polyester mat coated with
Heat-Weld'`' 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.
Ruberoid®
EnergyCapT"
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 and with
factory applied EnergyCote. . .
Ruberoid® SBS 39.37" ASTM D6163
0Non-woven polyester mat coated 0w0it0h. 000.00
Heat-WeldTm 25 1 meter) Wide polymer-modified alM alfand slYf"h.
surfaced. .
00.00 0000 0000..
Ruberoid® Mop Granule 39.37" ASTM D6164 Non-woven polyestjr*mat coated with
1 meter) Wide polymer-modified !l$j;4aIr and sprfd ed
with mineral granuJos,... 0 00 .
00000
0 0, 0 0•
Ruberoid® Mop Smooth 39.37" ASTM D6164 Non-woven polyesor Imi coated.VIV 0.000.
1 meter) Wide polymer-modified pptal: and smooth
surfaced.0
0.0.00
Ruberoid® Mop Plus 39.37" ASTM D6164 Non-woven polyesker mat coated with 000.;
1 meter) Wide polymer-modified asphalt and gl.rWod
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
Ruberoid°EnergyCap" Torch 39.37' ASTM D6222 APP modified cap membrane with a torch
Granule FR 1 meter) Wide grade bottom surface and a mineral
granular top surface coated with factory
applied EnergyCote'.
Ruberoid® EnergyCap" Torch 39.37" ASTM D6222 APP modified cap membrane with a torch
Granule Plus FR 1 meter) Wide grade bottom surface and a mineral
granular top surface coated with factory
applied EnergyCoteT'.
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.: 14-1030.02
MIAMI•DADECOUNTY Expiration Date: 11/06/18
uumlynol Approval Date: 11/05/15
Page 3 of 30
Protection
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 4 of 30
YYYY•
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.
Ruberoid030 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 FR 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire
SBS Membrane 39.37") Wide retardant, polymer -modified asphalt and
YYYYY
surfaced with minejal gtlzipules and with
factory applied Energ Cote.
Ruberoid® Dual FR 39.37" (1 meter) ASTM D6162
0`00.
Non -woven polyester*Vcffibergl t9sMat
Wide coated with file reta;4t, polyrper- Y
modified asphalt add iucPaced vQitho Y Y
mineral granules. • Y Y Y Y Y 00 Y
Topcoat® Elastomeric Roofing 1, 5 or 55 gallons ASTM D6083 An acrylic, water b*Aedelastomari c Y•
Membrane membrane system W jMd to protect
various types of roofing surfaces. Y.: Y
Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low dO.@ primer used to00*
block asphalt bleed -through. Y Y Y Y Y Y
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.
FireOut" Fire Barrier Coating 5, 55 gallons Proprietary Low VOC, water-based fire barrier
coating.
VersaShield® 42" x 100' rolls ASTM D226 Non -Asphaltic, fire resistant fiberglass -
Fire -Resistant Roof Deck based underlayment.
Protection
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 4 of 30
YYYY•
APPROVED INSULATIONS:
Product Name
EnergyGuard'T' Polyiso Insulation
EnergyGuard'*' RA Polyiso Insulation
EnergyGuard'" RN Polyiso Insulation
EnergyGuard"' Perlite Recover Board
EnergyGuard'" Perlite Roof Insulation
EnergyGuard"' RA Composite Polyiso
Insulation
Structodek® High Density Fiber Board
Securock® Gypsum -Fiber Roof Board
APPROVED FASTENERS:
Fastener Product
Number Name
1. Drill -Tec" #12 Fastener
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
Product
Description
Carbon steel fastener used
in steel or wood decks.
2. Drill -Tec'" #14 Fastener Carbon steel fastener used
in steel, wood or concrete
decks.
3. Drill -Tec" XHD Fastener Carbon steel extra heavy
duty fastener used in steel
decks.
4. Drill -Tec'" AccuTrac® Flat AZ -SS aluminized steel
Plate plate for use with Drill -
Tec' #12 Fastener, Drill -
Tec'" #14 Fastener and
Drill -Tec'" #15 Fastener.
5. Drill -Tec'" ASAP 3S Drill -Tec' #12 fastener
with Drill -Tec" 3"
Standard Steel Plate.
6. Drill -Tec" AccuTrace Galvalume Steel plate for
Recessed Plate use with Drill -Tec'"
fasteners.
7. Drill -Tec" 3" Steel Plate Round galvalume steel
stress plate for use with
Drill -Tec" fasteners.
8. Drill -Tec'" 3" Standard Round galvalume plated
Steel Plate steel stress plate with
reinforced ribs for use with
Drill -Tec'" fasteners.
Dimension
Various
Various
Various
311 x 311
Various
3" x 3,1
311
3"
Manufacturer
With Current NOA)
GAF
GAF
GAF
GAF
GAF • •
AF
Blue RtdpfiberBoard, Inc
0000 • •
Unitel&Oes Gyp:drh'C'brp
MwnufacWreY *
s (Wkh Eurreg t iNOA)
GAF
GAF
GAF
GAF
GAF
GAF
GAF
GAF
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 5 of 30
0000••
EVIDENCE SUBMITTED:
Test Aeencv
Factory Mutual Research Corp.
Underwriters Laboratories
Trinity Engineering
IRT-ARCON Inc.
Trinity I ERD
Test Identifier Description Date
3001276 FMRC 4470 01/28/99
1 B9A8.AM FMRC 4470 09/04/97
3D4Q2.AM FMRC 4470 04/30/97
OD1A8.AM FMRC 4470 04/0j/98
R1306 UL 790
0
07/22/13
4483.0497-1 TAS 114 06/06Y9'/••
02-005 TAS 114 03/ji-mi: - 0 0 0 0
02-014 TAS 114 0 0 0 0 . 04/0$/,02.
01-039 TAS 114 03/Ql,40%*
G30250.02.10-2 ASTM D6222 11/11/IQ
G30250.02.10 -3-R2 ASTM D3909 06/0371'S'
G31360.03.10 ASTM D6164 03/34414
G33470.01.11 ASTM D6164 01/115t11'
G34140.04.11-2 ASTM D6163 04/25/11
G34140.04.11 -4-R2 ASTM D4601 6/4/2015
G34140.04.11 -5-R3 ASTM D4897 6/4/2015
G40620.07.12-2 ASTM D6222 07/17/12
G40630.01.14-1 ASTM D6163 01/06/14
G40630.01.14 -2A ASTM D5147 01/07/14
G40630.01.14 -2A -1-R1 ASTM D6164 04/10/14
G40630.01.14 -213 -RI ASTM D6164 01/16/15
G40630.01.14 -2C ASTM D6164 01/07/14
G40630.03.14 ASTM D5147 03/06/14
G43190.03.14-1 ASTM D5147 03/06/14
G43190.03.14-2 ASTM D5147 03/06/14
G43190.05.14 -R1 ASTM D5147 05/20/14
G43190.11.13-1 ASTM D6222 11/15/13
G43610.01.14 ASTM D5147 01/22/14
G46160.02.15-21) ASTM D6163 02/03/15
G46160.03.15 ASTM D6163 03/11/15
G46160.09.14 -2A ASTM D5147 09/09/14
G46160.09.14 -3A ASTM D6164 09/09/14
G46160.09.14-313 ASTM D6164 09/09/14
G46160.09.14 -3C ASTM D5147 09/09/14
G46160.12.14 -3E ASTM D6164 12/29/14
G6850.08.08 ASTM D6163 08/01/08
G6850.08.08 -RI ASTM D6164 04/14/11
G6850.10.08 ASTM D6222 10/06/08
G6850.11.08 ASTM D6222 02/17/09
SC6870.08.14-RI ASTM D3909 09/04/14
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 6 of 30
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0000.
0000.
0000..
0000..
0000.
EVIDENCE SUBMITTED: (CONTINUED)
Test Agency Test Identifier
PRI Construction Technologies LLC. GAF -084-02-01
GAF -122-02-01
GAF -245-02-01
GAF -276-02-01 Rev
Momentum Technologies, Inc.
GAF -306-02-01
GAF -314-02-01
GAF -315-02-01
GAF -369-02-01
GAF -464-02-01
GAF -499-02-01
GAF -500-02-01
AX04C9A
Description Date
ASTM D6083 07/08/05
TAS 139 05/07/06
ASTM D6083 06/10/10
ASTM E2178 01/04/11
ASTM D6083
ASTM E96 07/07111.
ASTM D2178 08/1Y4I.
ASTM D2178 08/23/11
ASTM C 1289 10/=/J1 .
ASTM C1289 02/66/14
ASTM D6083 03/t;/1<•
ASTM D6083 03/12/1.4
ASTM D6162 06/t5AGO •
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 7 of 30
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:
FireOutT"
Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck ; • • • • •
optional) Protection or Securock® Gypsum -Fiber Roof Board. • • ....
Base sheet: 7... .... GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavento.
44inatorT'"
Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid'W-20, Ruberoid®
SBS Heat-WeldTMSmooth or Ruberoid® SBS Heat -Weld` 25 O ttnically • •...
fastened to deck as described below;
Fastening anGAFGLAS® Ply 4, GAFGLAS® F1exP1y— 6, GAFGLAS® #7•Bpz Sheet or any
Options: of above base sheets attached to deck with approved annular ling shank n:U§ p
tin caps at a fastener spacing of 9" o.c. at the lap staggered aid ii two rovOs 12"
o.c. in the field.
Maximum Design Pressure —45 psf. See General Limitation #7)
GAFGLAS® Ply 4, GAFGLAS F1exP1yT" 6, GAFGLAS® #75 Base Sheet or any
of above base sheets attached to deck with Drill-Tec"#12 Fastener, Drill-
TecT"
14 Fastener or Drill-TecT" XHD Fastener and Drill-
TecT"
3" Steel Plate, Drill-
TecT" AccuTrac® Flat Plate or Drill-TecT" 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® FlexP1yT" 6, GAFGLAS® #75 Base Sheet or any of above base
sheets 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 —52.5 psf. See General Limitation #7)
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. 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 -Tec'" #12 Fastener, Drill -Tec— #14 Fastener or Drill -Tec— XHD Fastener
and Drill -Tec'" 3" Steel Plate, Drill-TecT' 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
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-
TecT"
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 -Tec'" #12 Fastener, Drill-
TecT" #
14 Fastener or Drill -Tec'" XHD Fastener
and Drill -Tec'" 3" Steel Plate, Drill-TecT" AccuTrac® Flat Plate or Drill -Tec`
AccuTrace 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 tho field 4'01'•
sheet. • • • 0000
Maximum Design Pressure —75 psf. See General Limitatioil Vj.. • • • •
0000.. .
Ply Sheet: Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, fik?bhavid® 8BS .
0000..
Heat -Weld'" Smooth or Ruberoid® SBS Heat -Weld'" 25) One 6f More plies
GAFGLAS® Ply 4 or GAFGLAS®
F1exPlyT 6 sheet adhered in aNI mopplAg Uf
approved asphalt applied within the EVT range and at a rate Qj2a-*40 lbs./sq of
Ruberoid® Torch Smooth torch applied according to manufaQurCr'i application
instructions. '. • • • •
Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule' RdofMatFfiz; •
APP Modified Granular, Ruberoid° EnergyCapT" Torch Granule FR, Rubefbid'°
EnergyCap'" Torch Plus FR, or Ruberoid® Torch FR torch applied according to
manufacturer's application instructions.
Or
One or more plies of Ruberoid® SBS Heat -Weld TI Plus, Ruberoid® SBS Heat -
Weld T" Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberoid®
EnergyCapT"
SBS Heat -Weld
T"
Plus FR, Ruberoid® SBS Heat -Weld' 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.
Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat
of Approved asphalt at 60 lbs./sq.
GAFGLAS® Mineral Surfaced Cap Sheet, Tri -Ply® Mineral Surfaced Cap Sheet
or GAFGLAS® EnergyCapT"' 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.
Topcoat® Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat®
Membrane) or Topcoat® Surface Seal SB applied at I tol.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 29 of 30
0000..
0000..
0000..
0000.
0.00.0
0000..
0000..
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPlyTm 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. :
0000*
2. Insulation may be installed in multiple layers. The first layer shall be attached in t8mpliance wi'tk• •
Product Control Approval guidelines. All other layers shall be adhered in a full mo&rng of ' • • •
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., orrp;cganically •
attached using the fastening pattern of the top layer
a
0 0 • :
06060
3. All standard panel sizes are acceptable for mechanical attachment. When applio&"approved• •• • •
asphalt, panel size shall be 4'x 4' maximum.
000000
0 0
4. An overlay and/or recovery board insulation panel is required on all application: tni;losed cell'
foam insulations when the base sheet is fully mopped. If no recovery board is used the*base t4eJ:•
shall be applied using spot mopping with approved asphalt, 12" diameter circlev, 24"•e.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 l 11 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 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 14-1030.02
MIAMI•DADEC•OUNW
Expiration Date: 11/06/18
l Approval Date: 11/05/15
Page 30 of 30
0000..
0000..
0000..
00090
00.90
090999
0000..
00000.
Ply sheet: - one or two ales Type GI 'GAFGLASS Ply 4• or'Trl-Pty® 4'
or'GAFGLAS® Flex -Ply'" 6• or Type G2'GAFGIASS 075 Base Sheet' or
Tit-PIyS 075 Base Sheer or'GAFGIASS 080 Ultima"' Base Sheet", fully
adhered with hot roofing asphalt.
Cap Sheet: -Type G3 •GAFGLASS Mineral Surfaced Cap Sheer or'Trl-
Ply® roofingGranuleCapSheer, fully adhered with hot rooasphalt.
Gearing: -'United Coatings" TOPCOATS EnergyCote" Roof Coating' or
TOPCOATS MB Plus Coating' or "United Coatings" Roof Mate MB Plus
Coating' applied at a rate of 2-gal./IDO-h.1.
17. Deck, C-15/32 1.41— 112
Insulation (Optional): - Any thickness periRa or wood fiber or glass
fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc.
Olysond Fastening System- or any UL Classified Insulation adhesive.
Barrier Beard: - Minimum 1/4 -In. thick Georgia-Pacific Gypsum LLC
DensDeck® Roofboard' Or'OensOeckS Prime Roofboard' or'DensDeck®
DuraGuard'" Roofboard' or minimum 1/4 -In. thick Untied States Gypsum
Co.'SECLUROCKS Roof Board- (Type FRX-G) or'SECUROCKS Glass -Mat
Roof Board' (Type SGMRX) mechanically fastened or adhered with OMG
Inc. 'OlyBond Fastening System' or any UL Classified Insulation adhesive
with butt Joints In the barrier board products staggered a minimum of 6 -in.
from Plywood deck joints.
BaseSheaf: - One ply Type G2'GAFGLASS 075 Base Sheet' or Tri -Pty
a75 Base Sheet' or'GAFGLASS a80 Ultima" Base Sheer, mechanically
fastened.
Ply Shoe: - One or two plies Type GI 'GAFGLASS Ply 4' or 'Tri -Pry 4' or
GAFGLAS® Flex ply 6' or Type G2'GAFGLASS a75 Base Sheet' or ?rl-
Ply 075 Base Sheer or'GAPGLAS6 080 Ultima'" Base Sheer, fully
adhered with hot roofing asphalt.
Cap Sheet: - Type G3'GAFGLASS Mineral Surfaced Cap Sheer or TA -
Ply® BUR Granule Cap Sheer, fully adhered with hot roofing asphalt.
Coating: -'United Coatings' TOPCOATS EnergyCote`" Roof Coating' or
TOPCOATS MB Plus Coating' or 'United Coatings- Roof Mate MB Mus
Coating' applied at a rate of 2-gal./100-R.2.
ill. Deck: NC Incline: I
Insulation (Optional): - Any thickness perlite or wood fiber or glass
fiber or polylsocyanurate, mechanically fastened or adhered with 'LRF
Adhesive M' or'TPO LRF Adhesive M Low Temp or OMG Inc.-Olybond
Fastening System', applied as a nominal 3/4 -in. bead or "GAF 2 -Part
Roofing Adhesive', applied as a nominal 21/2 -in. bead with a maximum on -
center spacing of 12 -in. or any UL Classified Insulation adhesive, applied
per the manufacturees installation instructions.
Base Sheet - One ply "GAFGLAS® StretaventS Perforated Venting Base
Sheet', loose laid or Type G2'GAFGLASS a75 Base Sheer or -N-Ply a75
Base Sheer a,'GAFGLASS 080 Uttims'" Base Sheer, fully adhered with
hot roofing asphalt.
Ply Sheet: - One or two plies'RUBEROIDS Mop Smooth' or
RUBEROtDS MoD Smooth1.5' or'RUBEROIDS Mop Plus Smooth' or
RUBEROID® 205mooth','Rub eMIN 20 Plus Smooth' or'RUSEROIDS
H W 25 Smooth'. fully adhered with hot roofing asphalt.
Membrane:-'GAFGIASS Mineral Surfaced Cap Sheet' or -Tri-Pty® BUR
Granule Cap Sheet', fully adhered with hot roofing asphalt.
Coating: -'United Coatings'" TOPCOATS EnergyCote'" Roof Coating' or
TOPCOATS MB Plus Coating' or 'United Coatings- Roof Mate MS Plus
Roof Coating- applied at a rate of 2-gal./100.8.1.
19. Deck: C-15/32 Incline: 1
Insulation (optional): - Any thickness perlite or wood fiber or glass fiber
or polyisocyanurate mechanically fastened or adhered with OMG Inc.
Olyeond Fastening System- or any UL ClassMed Insulation adhesive.
Barrier Board: - Minimum 1/4 -In. thick Georgia-Pacific Gypsum LLC
DensDeckO Roorboard' or'OensOeck® Prime Roofboard' or'DensDeckS
DuraGuaro" RooPooard' or minimum 1/4 -In, thick Untied States Gypsum
Co. 'SE-CUROCKS Roof Board' (Type FRX-G) or'SECUROCKS Glass -Mat
Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG
Inc. "Olybond Fastening System' or any UL Classified insulation adhesive
with butt joints in the barrier board products staggered a minimum of 6 -In.
from plywood deck Joints.
Base Sheet: - One ply'GAFGIASS StrateventS Neilable Venting Base
Sheer or'GAFGLASS Strataven[S Perforated Venting Base Sheet", loose
laid or Type G2'GAFGLASm a75 Base Sheer or -Tri-Ply 075 Base Sheer
or "GAFGLASS 080 Ultima" Base Sheer, fully adhered with hot roofing
asphalt.
Ply Sheet: - One or two plies'RUSEROIIIS Mop Smooth- or
RUSEROIDS Mop Plus Smooth' fully adhered with hot roofing asphalt.
Membrane:-'GAFGLASS Mineral Surfaced Cap Sheet' or'Trl-Ply® BUR
Granule Cap Sheer, fully adhered with hot roofing asphalt.
Coating: - -United Coatings" TOPCOATS EnergyCoter" Roof Coatlng' or
TOPCOATS MB Plus Coating' or 'United Coatings" Roof Mate MB Plus
Roof Coating- applied at a rate of 2-gal./100-ft.2.
20. Dock: C-15/32 Indina: i
Base Sheet: - One ply Type G2'GAFGIASS x75 Base Sheet' or Trl-
PIyS 075 Base Sheet" mechanically fastened.
Insulation (Optional): - Any thickness or combination: perllte or wood
fiber or glass fiber or polyisocyanurate, mechanically fastened or hot
mopped or adhered with OMG Inc. 'OlySond Fastening System' or any UL
Classified Insulation adhesive.
Base Sheet. - One or more plies'RUBEROIDS 20 Smooth% "RuberoldS
20 Plus Smooth- 0, -RUSEROIDS HW 25 Smooth', mechanically fastened
or fully adhered with hot roofing asphalt.
Cap Sheet:- Type G3'GAFGLASS Mineral Surfaced Cap Sheer or'Trl-
plyS BUR Granule Cap Sheer or'GAFGLASS EnergyCap" Mineral -
Surfaced Cao Sheer.
21. Deck: NC Incline 2
Barrier Board (Optional)- - One or more layers minimum 1/4 -In. thick
Georgia-Pacific Gypsum LLC'DensDeckS Roofboard' or'DensOeckS Prime
Roomoard' or'DensOeckS DuraGuard'" RooPooard' or minimum 1/4 -In.
thick United States Gypsum Co. •SECUROCKS Roof Boaro' (Type FRX-G)
or'SECUROCKS Glace -Mat Roof Board' (Type SGMRX).
Insulation (Optional): - One or more layers perlite or wood fiber or
glass fiber or polyisocyanurate or urethane or Penke/polyhocyanurate
composite or perlite/urethane composite or wood fiber/polylsocyanurate
composite or phenolic, any thickness.
Base Sheet: - Two plies Type GI 'GAFGLASS Py 4' or "Tri-pye Ply 4"
or'GAFGLASS Flex Py 6' or one pry Type G2'GAFGLASS a75 Base
Sheet' or Tri-PlyS a75 Base Sheer or'GAFGLASS 080 Utkna- Base
Sheet' mechanically fastened or fully adhered with hot roofing asphalt or
one ply Type 62 "GAFGLASS StrataventS Nallable Venting Base Sheet' or
http://database.ul.com/cgi-... 3/23/2018
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