RF-19-549Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
131 NE 97TH ST, Miami Shores, FL 33138
r'nntartc
l
Issue Date:43/21/2019
Parcel Number
1132060132470
Permit No.: RF-03-19-549
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: Approved
Expiration: 09/09/ 2019
CHARLES VENTURI 1R. Owner INNOVATIVE ROOFING INC Contractor
131 NE 97 ST, MIAMI SHORES, FL 33138 ANTHONY KUCHLER
Other: 3105059530 3260 NW 23 AVE 300E, POMPANO BEACH, FL 33069
Business:9544298845 ANTHONY@INNOVATIVEROOFING.CO
Mobile: 9543698691 M
Inspection Requests:
Description: RE -ROOF FLAT AND TILE Valuation: $ 17,555.00 Inspec i n Re
49
Total Sq Feet: 2,200.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$10.80
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$3.60
Roofing Fee
$250.00
Scanning Fee
$9.00
Technology Fee
$7.50
Total:
$338.40
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$338.40
Check # 8461
03/21/2019 $288.40
Check # 8407
03/13/2019 $50.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction an oning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
March 21, 2019 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC Q ROOFING
RECEIVED
MAR 13 1010
0
FBC 2011
Master Permit No. �,b J- IQ - S _ l,� 1q
Sub Permit No
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING [:]MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1 ` N t% q-
City: Miami Shores County: Miami Dade Zip: 331 3 $
Folio/Parcel#: k 1- 3a0(.V- ok'3 - "?)LI1 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): "Q.6LS �2XNtt :\ d (2- Phone#:
Address: kZ 1 t) V-- CV-1 rs�-
City: \`ylaxy\ \ -Cn OrC- S State: 1_� Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: \ in 0INQ �6 y1t- Q00H ng 10 L - Phone#: (RSq Lj ag, 9 5
Address:3'a lQo 0W 3t3 ayic 5k-?- JuD'e- v
City.Q ( Ct_h.0 13f-0 r v-, State: Zip: �D l09
Qualifier Name: A In-t yi-o Y1u- Y-such ke-p- Phone#: -I Cq ^ 31fq' g L0 Q f
g V G 133y1y o Certificate of Competency #:
State Certification or Registration #: (o,C
DESIGNER: Architect/Engineer: Phone#:
Address: City: State:: Zip:
Value of Work for this Permit: $ l qi!�S52O Square/Linear Footage of Work: gao 0
Type of Work: ❑ Addition ❑ Alteration ❑ New j Repair/Replace ❑ Demolition
f
Description of Work: (Zoo ( J"-�l 1-�
Specify color of color thru tile: Conte-Dc.-& 90J\Cd m a q o0
Submittal Fee $
Scanning Fee $
Permit Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 2,&R—
(Revised02/24/2014)
�(93,y0
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature +'ONTRACTOR
OWNER or AGENT
The foregoing instrument was acknowledged before me this
�L dda�y/ of
n 6-"-C),---� ,20 -15 by
wfio is p �seally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
Seal:
***************
APPROVED BY
(Revised02/24/2014)
f tiotary Public State Of FiOfIda
1• Marilyn Ann Foemter
,} myCommissionn 9�19/2 22 251398
p
P/IG/
The foregoing instrument was acknowledged before me this
/�%,, day off'" a2'C'�_y�� , 20 t 9 by
Pt / ITt6N`7 !`mac—W—,W'io is personally known to
me or who has produced as
id
N
yN
G N
B10 0
t
ZXX
. r.._
cation and who did take an oath.
PUBLIC:
Notary Public State of Florida
Marilyn Ann Foerster
c My Commission GG 251398
ur nI'dil
Expires 09/19/2022
**************************************************
Plans Examiner
Structural Review
Zoning
Clerk
1/25/2019 Property Search Application - Miami -Dade County
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3206-013-2470
Property Address:
131 NE 97 ST
Miami Shores, FL 33138-2332
Owner
CHARLES VENTURI JR
TINA VENTURI
Mailing Address
131 NE 97 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1100 SGL FAMILY - 2301-2500 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
1,777 Sq.Ft
Living Area
1,062 Sq.Ft
Adjusted Area
1,501 Sq.Ft
Lot Size
8,625 Sq.Ft
Year Built
1937
Assessment Information
Year
2018
2017
2016
Land Value
$215,711
$215,711
$215,711
Building Value
$174,116
$107,952
$108,822
XF Value
1,241
$1,255
$1,269
Market Value
1 $391,068
$324,918
$325,802
Assessed Value
1 $391,068
$233,629
$228,824
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes Cap
Assessment Reduction
$91,289
$96,978
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).
IShort Legal Description I
MIAMI SHORES SEC 1 AMD PB 10-70
LOT 21 & E1/2 LOT 20 BLK 18
LOT SIZE 75.000 X 115
OR 13293-3904 0487 1
COC 21320-4564 06 2003 6
Generated On : 1/25/2019
Taxable Value Information
2018
2017
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $341,068
$183,629
$178,824
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
1 $366,068
$208,629
$203,824
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$341,068
$183,629
$178,824
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$341,0678
$183,629
$178,824
Sales Information
Previous
Price
OR Book -
Qualification Description
Sale
Page
12/07/2017
$499,100
30790-3224
Qual by exam of deed
01/13/2011
$369,000
27571-1199
Qual by exam of deed
04/27/2010
$200,000
27272-0797
Financial inst or "in Lieu of Forclosure"
stated
10/18/2009
$0
27163-0624
Financial inst or "In Lieu of Forclosure"
stated
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
Version
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department Date:
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name: CAA -PA G W�:�94-
Property Address:_ 131 N
Roofing Permit Number:
Dear Building Official:
IE�-- yE4\)-P) certify that I am not required to retrofit the roof to wall connections of my
building because:
,ofihe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
C�h �� c mp-u E v EN" �
Signature Print Name
?Z9.7)]
119
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,
7 -n »l
Sworn to and subscribed before me this day of fi1a`ct- 20 t q
�,
�J#v *I& Notary Pub
m
r.�
5 f F o
Notary Public, Sate of Florida at Large My CMariomm ssior . .t 148
Expires 09/19/2
ap
• When the just vafoabor. of the structure for purpose of ad 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 from a General Contractor for the Roof to Wall connection Hurricane Mitgation.
Revised on 5!2112009
I�I INNOVATIVE
LV 1100FING".com
u
Attention: Venturi Residence
Re: Roof replacement proposal
131 NE 971h Street,
Miami Shores, FL 33138
(RE -ROOF PROPOSAL)
Total Proposal: $17,SSS.00
PAYMENT TERMS: CASH, CHECK OR CREDIT CARD
(Credit Card & PACE program transactions can be subject to service charge).
Date: December 12, 2018
fIOB SLOP SLOPED ROOF REPLACEMENTI�
I ie
j 1. Innovative will setup and stage job site accordingly (cover and protect driveways, pool,
air conditioning units etc.).
2. Innovative will remove the existing roof system, down to the wood substrate, and a
smooth workable surface.
3. Innovative will re -nail wood deck, as per Building Code.
4. Innovative will replace up to TWO HUNDRED (200) sq.ft. rotted/deteriorated plywood
decking and up to EIGHTY (80) linear ft. wood fascia, at no additional cost to owner. Any
wood replaced beyond the allotted amount, will be billed additionally, as per 'Notes'
section of contract.
5. Innovative will furnish, nail and tin -cap one (1) layer of new #30 felt membrane, over
existing plywood deck, which will meet or exceed Local Building Code.
6. Innovative will then furnish and install new 26ga. ALUMINUM 3"x3" eave drip, along
perimeter edge, as per Local Building Code.
7. Innovative will also furnish and install new 16" valley metal, where applicable, as per
Local Building Code.
8. Innovative will furnish and install new all-purpose roof vents, where old existed, as per
Building Code.
ADDRESS TOLL FREE EMAIL
Innovative Roof:ng Toll Free: (895) 455-7663 wfoalnnovativeRbofl
3260 NW 23rd Avenue, Suite 30GE Local: (954) 429.8645 www.lnnovativekoofi
Pompano Beach, FL 33069
� I INNOVATIVE
LV 1100FING-Com
9. Innovative will then furnish and install one (1) layer of TU PLUS Tile Underlayment, as
per Local Building Code(option to hot mop #90Ib underlavment in lieu of TU Plus at no
additional cost. if Owner elects to do so -THIS OPTION RECOMMENDED) .
10. Innovative will furnish and install new lead flashing for all existing plumbing
stacks, as per Local Building Code.
11. Innovative will then furnish and install, with IPC foam adhesive, a STANDARD CONCRETE
TILE, over entire sloped roof area, as per Local Building Code.**
Install TremLoc hip and ridge metal anchoring system for hip/ridge cap tiles, as per FBC.
* ALWAYS ALLOW A 10% VARIANCE IN TILE COLOR - PER MANUFACTURER*
12. Premises are to be left in a clean condition, at the end of every working day.
(JOB SCOPE - FLAT ROOF REPLACEMENT)
1. Innovative will remove the existing roof system down to the wood deck' and smooth
workable surface."` E ' -
2. Innovative will re -nail existing wood sheathing, as per current building code.
3. Innovative will replace up to 2 sheets of deteriorated decking, at no additional cost to the
owner.
4. Innovative will then fasten GAF #75 lb. base sheet with 1 Y4" Ring Shank nails and
Tin Caps as per current South Florida Building Code.
5. Innovative will over entire roof area mop down solid with hot asphalt (1) one
layer of GAF Rubberoid 20 as per current South Florida Building Code.
6. Innovative will install new 26 gauge ALUMINUM T X3" color TBD eave drip at
roof perimeter as per current code.
7. Innovative will mop down solid with hot asphalt one layer of GAF Mineral
Surfaced Cap Sheet as per current South Florida Building Code.
8. Innovative will install new lead flashing around all existing plumbing pipe
penetrations as per current South Florida Building Code.
9. Premises are to be left in a clean condition, free from all roofing debris.
ADDRESS TOLL FREE EMAIL
Innovative Roofing Toll Free: (BE) 45S-7663 inb pinnovabveRodi
3260 Nw23rd Avenue, Suite 340E Local: (954) 429.4645 wwwAnnovativekoof!
Pompano Beach, FL 33069
INNOVATIVE
L'V ROOFING.Com
1. CONTRACT PRICE INCLUDES ALL MATERIAL AND LABOR FOR ALL JOB SCOPE ITEMS LISTED ABOVE.
2. ANY WOOD CHANGED BEYOND THE ALLOTTED AMOUNT WILL BE BILLED ACCORDINGLY: Plywood
@ $2.0 5 /sq.ft (installed) - Fascia Wood @ $5.75/Ln.Ft.(installed & primed) - 1" Thick T&G Wood
Decking@ $6.75/Ft.(installed).
3. REPLACEMENT OF ANY WOOD SIDING, SOFFITS AND STRUCTURAL MEMBERS, IF
REQUIRED/APPLICABLE, IS NOT INCLUDED CONTRACT PRICE.
4. PERMIT FEES FOR ROOFING SCOPE ARE INCLUDED IN CONTRACT PRICE.
5. ALL ENGINEERING, CALCULATIONS AND PRODUCT CONTROL TESTING FOR ROOFING IS INCLUDED
UNDER CONTRACT PRICE.
6. REPLACEMENT OF GUTTERS, IF REQUIRED, IS NOT INCLUDED IN THE CONTRACT PRICE.
7. NO WORK WILL BE PERFORMED�IN INCLEMENT WEATHER,CONDITIONS. I -'_
8. PRICE CONTINGENT UPON,SITE VERIFICATIOWTHAT THERYIS NOT INSULATIONIUNDER_TILE
ROOF. ��� { I 1 t r
j 1,
I , *GUARANTEES*
ALL WORKMANSHIP AND MATERIAL WILL BE GUARANTEED FOR (10) TEN YEARS FROM DATE
OF COMPLETION BY INNOVATIVE ROOFING INC. CONTRACTOR WILL REPLACE FAULTY
MATERIAL OR FAULTY WORKMANSHIP WITH -IN THE PERIOD FREE OF CHARGE.
* TOTAL CONTRACT PRICE FOR ABOVE SCOPE OF WORK *
$17,555.00
Innovative Roofing, Inc.
Anthony M.Kuchler
Date:
Owner/Authori ed Agent:
Date:
ADDRESS TOLL FREE EMAIL
Innovative Rcoftng Toll Free: (B%) 45S-3663 indo-vint ovattveRocfi
3260 NW 23rd .Avenue, Suite 300E Local: (954) 429-864S mvw.lnr»uativeRoofi
Pompano Beach, FL 33069
Section A/B
M IAM I•DIADE
"Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
Section A (General Information)
Master Permit No: Process No:
Contractor's Name: Innovative Roofing, Inc.
Job Address: 131 NE 97 Street
Roof Category
❑✓ Low Slope
❑ Mechanically Fastened Tile
R E C ED V E D
MAR 13 1019
U1 "-�- (
❑✓ Mortar/Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
❑ Sprayed Polyurethane Foam ❑ Other: 0000
.... 0
......
Roof Type • •.' • •
.. .. ......
❑ New Roof ✓❑ Re -Roofing ❑ Recovering ❑ Repair ❑ Maintenance:.. 41
Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type?,L.I,Naturj••9-LPGX'
Roof System Information • • • • • • • •
00
Low slope roof area (ft.2) 400 Steep Sloped area (ft.Z) 1800 Total (ft.2) 2f0D:'; •
......
Section R (Roof Planl . :"'••
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drain;,, include' '
dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'): Corner Size (a' x a'):
S,aL k4g-acl-
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........
............
•• ��•
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�A.OL �=, 5���' e•J , �3� 3 C� fi `i
.... ......
0 PA�
Tile Roof System
MIAMI•DADE
'® Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer: Boral
Notice of Acceptance Number (NOA): 1 18-0509.15
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: -39.1 P 2: -68.1 P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): psf
Fill in the specific roof assembly components. It a component is not required, insert not applicable (n/a) in the text box.
Roof Slope: '712''
Roof Mean Height: 12 ft.
Method of Tile Attachment:
--Adhesive, Medium Paddy Polyfoam
o--
Alternate
Alternate Method of Tile Attachment per NOA:
n/a
Drip Edge Size & Gauge: 1 --3" face 24 ga.--
Drip Edge Material Type: 1-Galvinized Metal-- I
Deck Type:
--5/8" Plywood--
.1
•-
•• •
Optional Insulation:
• •
•
••
.
......
n/a ••••••
•
..
......
....
.
.....
Optional Nailable Substrata:....
p
• •
. .
•••••
n/a
o .
•
Optional Nailable Substrate AMhment:
n/a
a••
•
•
Basesheet Type
1 30# felt �p
yII oL LI'\� �2.+1oc-
.f 'tG
Fastener Type for Basesheet Attachment:
.............
1-1/4" ring shank nails w/ tin caps
Tile Underlayment (Cap Sheet ) Type:
#90
Tile Underlayment Attachment Method:
Hot asphalt
Drip Edge Fastener Type: 1 1-1/4" ring shank nails Tile Profile:
Barcelona 900
Hook Strip/Cleat gauge or weight: I --n/a-
Florida Building Code 6th Edition (2017)
Uniform Permit Application Form
Section C (Low Slope Application)
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as"NA")
System Manufacturer. G-
I
Product Approval No.:
Design Wind Pressures, From RAS 128 or Calculations:
PI: r1-�a. � P2: - 1 1 P3. —I OR, O
Max. Design Pressure, from Ule specific product
approval system: 5 a- S
Deck: Woo
` O O APType: W
Gauge/Thickness:
74-
,1
Slope:
Anchor/Base Sheet & No. of Ply(s): for
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base insulation Size and Thickness:
Base Insulation Fastener/Bonding Material: N I it
Top Insulation Layer: Fv�
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No, of Ply(s): QQ
Top Ply Fastener/Bonding Material:
Surfacing:
Fasteners Spacing for Anchor/Base Sheet Attachment:
Field. u "oc ® Lap, # Rows �k ® " oc
Perimeter: Qo " oc ® Lap, # Rows A-- oc
//
Comer: (P" oc ® Lap, # Rows ® " oc
....
.
Number of Fasteners Per Insulation Board:' • • •
.. . •
• •....
.
Field Perimeter •' •: Mmer • • • •
....:.
Illustrate Components Noted and Detajl&'A' 04pplicable:
; "• •;
•
Woodblocking, Gutter, Edge Terminatidrr,'Stripping oFlashing.
.....
•
Continuous Cleat, Cant Strip, Base Flashing,• ountedlashing,
. ,;,,
Coping, Etc. •. ..'+.'.:
Indicate: Mean Roof Height, ParapehFle"�, Height of, Base
•
Flashing, Component Material, Material Th4kness, Faslener
0
Type, Fastener Spacing or Submit Mpnufat urers IM11S that
. •
Comply with RAS 111 and Chapter 16r • . ..
; • • • • :
....
Ba a beet Fastener/Bonding Material:
i14-,(e'l06 SDK loA(Ls w -n%J crws
Ply Sheet(s) & No. of Ply(s): RU 6&AO 10 aO
Ply Sheet Fastener/Bonding w
al:pJ /�
'� _ t of
Top Ply: 1 0) F-AA-C- S U -E- Le
M toe"'t-
9086e12o fp ao
ISM C-a s
f Parapet
j Height
E
10'
Mean
Roof
Height
Section E
MIAMI-DADE Miami -Dade County HVHZ Electronic Roof Permit Form
"Delivering Excellence Every Day"
Section E (Tile Calculations)
Method 1 "Moment Based Tile Calculations Per RAS 127"
For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: -39.1 X X0.301 : = 1 L77
- Mg; 6.90
= Mr1: 4.87
< 38.7
NOA Mf
P 2: -68.1 : X X0.301 = 20.49
- Mg; 6.90
= Mr2: 13.59
< 38.7
NOA Mf • •
P 3: -100.7 X X0.301 ! = 30,31
- Mg; 6.90
= Mr3: 23.41
< 38.7
NQ4A;- •.
Method 3 "Uplift Based Tile Calculations
Per RAS 127"
• • • • ; • • • •;
•
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater vwtor equal jo the.Fr values♦ or •
each area of the roof, then the the attachment method is acceptable.
000000 • • 0 • •
P1:®X1: = Xw: = -W:XCos 0:F7,=Fr1: :.... $ _.. '� WA F' :•••i.
P2: X 1: = X w: = - W: = X cos 0: = Fr2: 5 TbA F' • •
P3:X1:= Xw:=-W:= XCos 0:=Fr3:<_NOA F'
Where to Obtain Information to complete tile calculations
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
X
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I =length
Sri =width
Product Approval (NOA)
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, the
following items should be addressed as part of the agreement between the owner ant the contractor. The pVner's
initial in the designated space indicates that the item has been explained. .. • • * 0 0 0 •
. .
•••••• •• •• ••••••
2. Renailing wood decks: When replacing roofing, the existing wood fflfdeck may nave to ; • �;
be renailed in accordance with the current provisions of Section R4403. (The reofdeok is uswally.% •
concealed prior to removing the existing roof system). • • • • •
• .....
4. zxposed Ceiling: Exposed, open beam ceilings are where the underside of tharoofdecking....;.
can be viewed from below. The owner may wish to maintain the architectural e r nce; tfWfUre,
roofing nail penetration of the underside of the decking may not be acceptable. This provide: toe, option of+
maintaining the appearance. 0900
6. 0) Overflow scuppers wall outlets): It is
pP ( ) required that rainwater flows off so that the roof is
not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this
discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow
scuppers in accordance with the requirements of Sections R4402, R4403 and R4413.
C")OL�Qi��� 3 I-Cq 3-11-1
Owner/Agent's Signature Date Contract i ture Date
13/ NC �'q s-
Property Address
Revised on 7/9/2009 LD;07/01/2015;
Permit Number
FLORIX3A
DATE: 3/05/19
CLIENT: Innovative Roofmg, Inc.
ENGINEERING & TESTING, INC.
Phone: (866) 781-6889 *Fax: (866) 784-8550
ww`v.floiidaengineeringandtesting.com
250 S.W.13`h Avenue
Pompano Beach, FL 33069
JOB ORDER #: 19-1141
ADDRESS: 3260 NW 23rd Avenue #300E Pompano Beach, FL 33069
PROJECT: Charlie Venturi Residence Flat Wood Non -Insulated Roof Deck
ADDRESS: 131 NE 97th Street Miami Shores, FL 33138
....
2017 FBC/ASCE-7 DESIGN PRESSURE CALCULA' 101N. S '""'
• • • • • •
Project Information:
Height = 10'
Exposure: C
.... ......
Basic/Ultimate Wind.$ppp : Vuit=175 mph• • • • •
Length= 25'
Category: H
Nominal Wind Speed:'V9d=Vuitg4f6:
......
......
.
Width = 18'
Slope: < 7'
(asd = allowable strength desigN
'.
Parapet Wall: < 3'
Residential
......
KZ = 0.85, Kzt = 1.0:t ae �;0.85
......
; •
• •
• • •;
Design Calculations:
Velocity Pressure: q = 0.00256*KZK�tKdV2
Velocity Pressure (uit): q=0.00256(0.85)(1.0)(0.85)(175)2 = 56.64 psf
Velocity Pressure (.d): q=0.00256(0.85)(1.0)(0.85)(175*�0.6)2 = 33.99 psf
Width of Pressure Coefficient: 0.l (18') = 1.8'
0.4(10') = 4.0' } use: 3'0"
Effective Wind Area: <1 W
For parapet height three feet (3') or larger, zone three (3) shall be treated as zone two (2).
External Pressure Coefficient:
1) GCP1 = -1.0
2) GCP2 = -1.8
3) GCP3 = -2.8
Internal Pressure Coefficient:
1) GCPi = 0.18
'' Q `v
Qtiatitiy A1 ./lssrcrance
.to
Page 2, 3/05/19, Job Order #19-1141
Innovative Roofing, Inc.
Charlie Venturi Residence
Flat Wood Non -Insulated Roof Deck
131 NE 97th Street; Miami Shores, FL 33138:
Design Pressures Based on Vasd:
1) Field
P1 = 33.99*[(-1.0)
— (0.18)] =
-40.1 psf
2) Perimeter
P2 = 33.99*[(-1.8)
— (0.18)] =
-67.3 psf
3) Corners
P3 = 33.99*[(-2.8)
— (0.18)] =
-101.3 psf
Attachment Requirements Per RAS-117:
L
Based on the requirements of N.O.A. #18-0919.12, pg 59-60 of 67, System Type
Fastening Option # 1, with a maximum design pressure of-45psf; the 040vilig are,our •
recommended fastening patterns to attach the proposed anchor sheet to the:rf in. 13A3,210
thick plywood or wood plank deck (attached to structural supports per•mon utilizirrg
Miami -Dade County Approved 12 ga. annular ring shank nails and min.•1-4/�S"' diajiute;-
tin caps: ••••••
Field: 8" o.c. @ 4" laps and 2 staggered rows 8" o.c. •
Perimeter: 8" o.c. @ 4" laps and 4 staggered rows 8" o.c. •
Corners: 6" o.c. @ 4" laps and 5 staggered rows 6" o.c. ••"
*Note: If any portion of the anchor/base sheet falls within the perimeter or corner
zones, then the entire sheet has to be fastened to the requirements of that zone.
Notes: Corners and perimeter area dimension shall not be less than a = 3'0"
Contractor to verify that the fastening patterns meet manufacturer's
requirements for issuance of a warranty (as applicable).
All work shall be in compliance with the local building code product
control notice of acceptance and manufacturer specifications and Florida
Building Code 2017 Edition.
Wind load calculations based on ASCE-7, 2017 FBC, and information
provided by client. Client is responsible for verifying existing/proposed
conditions/decks as it pertains to the above provided product approval.
All work shall be inspected by our field engineer (or authorized
representative) or a building department inspector to verify compliance
with specifications.
Smcerel
48202
Mark A. Mesiano, EpF r ; * -
Florida Engineering-jl�vstingI)M OF
Florida Reg. No. 48V(0'1, 02
Certificate of Authoriyt
ONA 1����
till ll
M2
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 DMSION T (786)315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/econom1
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 allowed by the ....
Authority Having Jurisdiction (AHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade., u my Product
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami, j�j>p• Coun ty) ••• reserve the right to have this product or material tested for quality assurance purposes.4fthis product or
material fails to perform in the accepted manner, the manufacturer will incur the expense.of suc4 tL46
and the AHJ may immediately revoke, modify, or suspend the use of such product d reTaterial within
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determidell IV Miami-Doada
County Product Control Section that this product or material fails to meet the requipements of the •
applicable building code. •
This product is approved as described herein, and has been designed to comply with the FloridECB� iKng
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. 15-1020.01 and consists of pages 1 through 67.
The submitted documentation was reviewed by Jorge L. Acebo.
APPROVED
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 1 of 67
ROOFING SYSTEM APPROVAL
Cateaory:
Roofing
Sub-Cateaorv:
Modified Bitumen
Material:
APP/SBS
Deck Type:
Wood
Maximum Desian Pressure:
-105 psf.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test
Product
Product
Dimensions
Specification
Description
GAFGLAS' Ply 4
39.37"
ASTM D2178
Smooth surfaced asphaltic plysj. et •
(1 meter) Wide
reinforced with fibeoglais mat.. •
Tri-Ply' Ply 4 Ply Sheet
39.37"
ASTM D2178
Smooth surfaced asphaltic ply sheet: .. •;
(1 meter) Wide
reinforced with fibttglass mat. .
GAFGLAS'
39.37"
ASTM D2178
Smooth surfaced46AAkic p1}:51aea(.
FlexPly— 6
(1 meter) Wide
reinforced with fil;ergfass mat Goes*
... •
GAFGLAS' 475 Base Sheet
39.37"
ASTM D4601
..0 so
Smooth asphaltic'5;gee r base`/pi; AM ......
(1 meter) Wide
reinforced with f:lierillss mat. . • s
Tri-Ply' #75 Base Sheet
39.37"
ASTM D4601
Smooth asphaltic, bass or basf /piy'sbeet • • 000 •
(1 meter) Wide
reinforced with f1bgfgloss mat. :....:
GAFGLAS' #80 Ultima' Base
39.37"
ASTM D4601
..
Smooth asphaltic base or bas2(ljly.9heet '
Sheet
(1 meter) Wide
reinforced with fiberglass mat.
GAFGLAS' Stratavent'
39.37"
ASTM D4897
Smooth surfaced asphaltic perforated
Perforated Venting Base Sheet
(1 meter) Wide
venting base sheet reinforced with
fiberglass mat.
GAFGLAS' Stratavent'
39.37"
ASTM D4897
Smooth surfaced asphaltic nailable venting
Nailable Venting Base Sheet
(1 meter) Wide
base sheet reinforced with fiberglass mat.
Bottom side surfaced with granules.
Ruberoid' HW 25 Smooth
39.37"
ASTM D6163
Smooth surfaced torch applied SBS base
(1 meter) Wide
or ply sheet reinforced with a fiberglass
mat.
Ruberoid' HW Smooth
39.37"
ASTM D6164
Smooth surfaced torch applied SBS base
(1 meter) Wide
or ply sheet reinforced with a polyester
mat.
Ruberoid' HW Granule
39.37"
ASTM D6164
Granule surfaced torch applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid' HW Granule FR
39.37"
ASTM D6164
Fire retardant granule surfaced heat-
(1 meter) Wide
welded SBS cap sheet reinforced with a
polyester mat.
Ruberoid' HW Plus Granule
39.37"
ASTM D6164
Granule surfaced torch applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid' HW Plus Granule
39.37"
ASTM D6164
Fire retardant granule surfaced torch
FR
(1 meter) Wide
applied SBS cap sheet reinforced with a
polyester mat.
NOA No.: 18-0919.12
CMIAMH�MECOut�rY Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 2 of 67
Test
Product
Product
Dimensions
Specification
Description
Ruberoid® EnergyCap' HW
1 meter
ASTM D6164
Fire retardant granule surfaced heat -
Plus Granule FR
(39.37") Wide
welded SBS cap sheet reinforced with a
polyester mat. Cap sheet is factory coated
with TOPCOAT EnergyCote''
Elastomeric Coating.
Ruberoid® Torch Smooth
39.37"
ASTM D6222
Smooth surfaced torch. applied APP base
(1 meter) Wide
or ply sheet reinforced with a polyester
mat.
Tri-Ply® APP Smooth
39.37"
ASTM D6222
Smooth surfaced torch applied APP cap,
Membrane
(1 meter) Wide
base or ply sheet reinforced with a
polyester mat. 0000
Ruberoid® Torch Granule
39.37"
ASTM D6222
Granule surfaced borchapplied!M.P. Cap .... •
(1 meter) Wide
•
sheet reinforced with a polyester mat. •
Tri-Ply® APP Granule Cap
39.37"
ASTM D6222
Granule surfaced MWIpplieJ 4A 6p ....:.
Sheet
(1 meter) Wide
sheet reinforced 411fi a 1olyester mat.
Ruberoid® Torch Plus Granule
39.37"
ASTM D6222
Fire retardant granbleSurfaced torch ... ••
FR
(1 meter) Wide
applied APP cap §U"inforped�v th a ..:..'
polyester mat. • • • • • •
Ruberoid® EnergyCap'
39.37"
ASTM D6222
Fire retardant granule surfaced torch •
Torch Plus Granule FR
(1 meter) Wide
applied APP capzheetreinfoedwtth a
polyester mat. Cap.slAt is factory coated • • • •
with TOPCOAT® EnergyCote:':..' •
Elastomeric Coating.
Ruberoid® EnergyCap'
39.37"
ASTM D6222
Fire retardant granule surfaced torch
Torch Granule FR
(1 meter) Wide
applied APP cap sheet reinforced with a
polyester mat. Cap sheet is factory coated
with TOPCOAT® EnergyCote'
Elastomeric Coating.
Ruberoid® 20 Smooth
39.37"
ASTM D6163
SBS polymer -modified asphalt base or ply
(1 meter) Wide
sheet reinforced with a fiberglass mat.
Ruberoid® 30 Granule
39.37"
ASTM D6163
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a fiberglass mat.
Ruberoid® 30 Granule FR
39.37"
ASTM D6163
Fire retardant granule surfaced mop
(1 meter) Wide
applied SBS cap sheet reinforced with
fiberglass mat.
Ruberoid® 30 Plus Granule FR
39.37"
ASTM D6163
Fire retardant granule surfaced mop
(1 meter) Wide
applied SBS cap sheet reinforced with
fiberglass mat.
Ruberoid® Mop Granule
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Tri-Ply® SBS Granule Cap
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
Sheet
(1 meter) Wide
sheet reinforced with a polyester mat.
Intec Flex PRF
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid® Mop Smooth
39.37"
ASTM D6164
Smooth surfaced mop applied SBS base
(1 meter) Wide
sheet reinforced with a polyester mat.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 3 of 67
Test
Product
Product
Dimensions
Specification
Description
Ruberoid® Mop Smooth 1.5
39.37"
ASTM D6164
Smooth surfaced mop applied SBS base
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid® Mop Plus Smooth
39.37"
ASTM D6164
Smooth surfaced mop applied SBS base or
(1 meter) Wide
ply sheet reinforced with a polyester mat.
Ruberoid® Mop Plus Granule
39.37"
ASTM D6164
Granule surfaced mop applied SBS cap
(1 meter) Wide
sheet reinforced with a polyester mat.
Ruberoid® Mop Plus Granule
39.37"
ASTM D6164
Fire retardant granule surfaced mop
FR
(1 meter) Wide
applied SBS cap sheet reinforced with a
polyester mat.
Ruberoid® EnergyCap'' Mop
39.37"
ASTM D6164
Fire retardant granule surfaced mop
Plus Granule FR
(1 meter) Wide
applied SBS cap sheet reinforce0aith a
polyester mat. Cap sheet is fadtp:X Abated
with TOPCOAT® EriergyCote.. • , •
Elastomeric CoatRO: q 0 • • • • ......
Ruberoid® Mop Granule FR
39.37"
ASTM D6164
Fire retardant graAVr * surfaced mdp
(1 meter) Wide
• • •
applied SBS cap 9heZeinforeed4th a •
.....
polyester mat. ......
Ruberoid® EnergyCap' 30
39.37"
ASTM D6163
Fire retardant granuia surfaces rpbp;
Granule FR
(1 meter) Wide
applied SBS cap ;he"inforced with a • •
•
fiberglass mat. Cap sheet is factory coated...:.
with TOPCOATf Erre'rgyCote'Loom:
Elastomeric Coating. 0 .". -
GAFGLAS® Mineral -Surfaced
39.37"
ASTM D3909
Granule surfaced asphaltic cap sheet
Cap Sheet
(1 meter) Wide
reinforced with fiberglass mat.
Tri-Ply® BUR Granule Cap
39.37"
ASTM D3909
Granule surfaced asphaltic cap sheet
Sheet
(1 meter) wide
reinforced with a fiberglass mat.
GAFGLAS®EnergyCap"'
39.37"
ASTM D3909
Granule surfaced asphaltic cap sheet
Mineral -Surfaced Cap Sheet
(1 meter) Wide
reinforced with fiberglass mat. Cap sheet
is factory coated with TOPCOAT®
EnergyCote' Elastomeric Coating.
TOPCOAT® Membrane
1, 5 or 55 gallons
ASTM D6083
Water based elastomeric coating.
United Coatings' Roof Mate
1, 5 or 55
ASTM D6083
Water -based elastomeric coating
TCM Coating
Gallons
TOPCOAT®
5 or 55 gallons
ASTM D6083
Solvent based thermoplastic rubber sealant
Surface Seal SB
designed to protect and restore aged roof
surfaces and to increase roof reflectivity.
United Coatings' Surface Seal
5 or 55 Gallons
ASTM D6083
Solvent -based thermoplastic rubber
SB Roof Coating
sealant designed to protect and restore
aged roof surfaces and to increase roof
reflectivity.
TOPCOAT® MB Plus
5 or 55 gallons
Proprietary
Water based, low VOC primer used to
block asphalt bleed -through.
United Coatings'' Roof Mate
5 or 55 Gallons
Proprietary
Water based, low VOC primer designed to
MB Plus Coating
block asphalt bleed -through.
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 4 of 67
Test
Product
Product
Dimensions
Specification
Description
FireOut' Fire Barrier Coating
5 or 55 gallons
Proprietary
Low VOC, water -based fire barrier
coating.
Flex Seal'
1, 5 gallons
TAS 139
Solvent -based elastomeric sealant.
or 1 qt. tube
VersaShield® Fire -Resistant
12" x 100' rolls
ASTM D226
Non -asphaltic fiberglass -based
Roof Deck Protection
underlayment and /or fire barrier.
VersaShield® Solo'' Fire-
42" roll wide,
ASTM D146,
Non -asphaltic, fire resistant fiberglass
Resistant Slip Sheet
100 ft.
D828, D4869,
underlayment
D6757
Matrix` 102 SBS Membrane
3, 5 or 55 gallons
ASTM D3019
Fiber reinforced rubberized cold -applied
Adhesive
adhesive for modified bitumenittf • •
.•.•
systems. •,.• ;
...... •
•..• . .
APPROVED INSULATIONS:
• • • • • •
Product Name
EnergyGuard'
Polyiso Insulation
EnergyGuard'*'
Tapered Polyiso Insulation
EnergyGuard"
RA Polyiso Insulation
EnergyGuard'
RH Polyiso Insulation
EnergyGuard'
RH Tapered Polyiso
Insulation
EnergyGuard'' RN Polyiso Insulation
EnergyGuard' Perlite Recover Board
Table 2 " • • • • • •
Product Description Wufacturer
`With turre ioNVA)
Polyisocyanurate foam insulation • • : GAF.
Polyisocyanurate foam insulation GAF
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Perlite recover board
EnergyGuard' Perlite Roof Insulation Perlite insulation board
EnergyGuard' RA Composite Polyiso Polyisocyanurate foam insulation
Insulation with high density fiberboard or
permalite
Structodek® High Density Fiberboard Roof High density fiberboard
Insulation
GAF
GAF
GAF
GAF
GAF
GAF
GAF
Blue Ridge Fiberboard, Inc.
SECUROCK® Gypsum -Fiber Roof Board Gypsum board United States Gypsum Corp.
SECUROCKI Glass -Mat Roof Board Gypsum board United States Gypsum Corp.
DensDeck® Roof Board Gypsum board Georgia-Pacific
DensDeck® Prime Roof Board Gypsum board Georgia-Pacific
NOA No.: 18-0919.12
MLAMW:X ►De COUNTY= Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 5 of 67
APPROVED FASTENERS:
TABLE 3
Fastener
Product
Product
Manufacturer
Number
Name
Description
Dimensions
(With Current NOA)
1.
Drill-Tec' #12 Fastener
Phillips head, modified
#12 x 8"
GAF
buttress thread, pinch
Max. Length
point, carbon steel fastener
#3 Phillips
for use in steel or wood
head.
decks. With CR-10
coating. Available with a
pinch point or drill point.
2.
Drill-Tec' # 14 Fastener
Truss head, self -drilling,
# 14 x 16"
GAF
pinch point, high thread
Max. Length
909000
fastener for use in steel,
#3 Phillips
: .' . ""
" 0 0
wood or concrete decks.
head.
...... •• ••
•
.0000
3.
Drill-Tec"' XHD Fastener
Truss head, self -drilling,
# 15 x 16"
• ; • • GAF
•
pinch point, high thread
Max. Length
....
fastener for use in wood or
#3 Phillips
' ....' : • •'
.. • • •
steel decks. Carbon steel
head.
• • • • • •
• • • • •
extra heavy duty fastener
• • " oboes
"""
used in steel decks.
• • • • •
•
4.
Drill-Tec' 3" Steel Plate
Round Galvalume® steel
3" Round
GAV...:.
• • • • •
stress plate with
"""
reinforcing ribs and
•
recessed for use with Drill-
Tec'°' fasteners.
5.
Drill-Tec' 3" Standard
Galvalume® coated steel
3" Round
GAF
Steel Plate
stress plate for use with
approved Drill-Tec'
fasteners.
6.
Drill-Tec'*' ASAP 3S
Drill-Tec' #12 fastener
#12 x 8"
GAF
with Drill-Tec' 3"
Max. Length
Standard Steel Plate.
#3 Phillips
head with 3"
Round plate
7.
Drill-Tec' AccuTrac®Flat
A2-SS aluminized steel
3" square;
GAF
Plate
plate for use with Drill-
.017" thick
Tec'°' fasteners.
8.
Drill-Tec' AccuTrac®
Galvalume® steel plate
3" square;
GAF
Recessed Plate
with recess for use with
.017" thick.
Drill-Tecn' fasteners.
9.
Drill-Tec' 3 in. Ribbed
Round Galvalume®plated
3" Round
GAF
Galvalume Plate (Flat)
steel stress plate with
reinforcing ribs for use
with Drill-Tec' fasteners.
NOA No.: 18-0919.12
MIAMMADECOUNW Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 6 of 67
Membrane Type:
SBS
Deck Type 1I:
Wood, Non -Insulated
Deck Description:
Min. 15/32" thick plywood or wood plank secured 6 in. o.c. with 8d ring shank
nails to supports spaced 24 in. o.c. max.
System Type E(5):
Anchor sheet is mechanically attached to roof deck. (Non -insulated systems)
All General and System Limitations shall apply.
Fire Barrier:
FireOut' Fire Barrier Coating, VersaShield® Fire -Resistant Slip Sheet or
(optional)
VersaShield® Solo' Fire -Resistant Slip Sheet.
Anchor sheet:
ri-Ply® #75 Base Sheet, Ruberoid® 20 Smooth or
GAFGL �taventel
GAFGle Venting Base Sheet is s gcure4 as destrw
below. 9.9 •
Fastening
Miami -Dade County Approved min. 12 ga. annular ring she*� 0""ls and 0 0 1-
Option #1:
5/8 in. diameter tin caps are spaced 8 in. o.c. in the min. 4 ir6 yYide and or sheet
side laps and 8 in. o.c. in the field of the sheet in two stagg8rAtdws. : • • • • •
(Maximum Design Pressure —45 psf, See General Limitatiom 44 • . • 0
astening
00090 .. ..
Miami -Dade County Approved min. 12 ga. annular ring sharl� pals and min. 1-
Option #2:
5/8 in. diameter tin caps are spaced 6 in. o.c. in the min 4 id. wide anchor sheet
side laps and 6 in. o.c. in the field of the sheet in two staggered rows. •
(Maximum Design Pressure —52.5 psf, See General Limitaribn #7) . •' .
Fastening
....
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #3:
AccuTrae Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are
spaced 16 in. o.c. in the min. 4 in. wide anchor sheet side laps and 16 in. o.c. in
the field of the sheet in two staggered rows.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec'*" 3 in. Standard Steel Plates, Drill-Tec'
Option #4:
AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are
spaced 12 in. o.c. in the min 4 in. wide anchor sheet side laps and 12 in. o.c. in
the field of the sheet in two staggered rows.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Fastening
Drill-Tec' #14 Fasteners and Drill-Tec' 3 in. Standard Steel Plates, Drill-Tec'
Option #5:
AccuTrac® Flat Plates or Drill-Tec' 3 in. Ribbed Galvalume Plate (Flat) are
spaced 8 in. o.c. in the min. 4 in. wide anchor sheet side laps and 8 in. o.c. in the
field of the sheet in three staggered rows.
(Maximum Design Pressure —97.5 psf, See General Limitation #7)
Base Sheet:
Install one or more plies o eroid®� ooth adhered with any approved
mopping asphalt applied withr e VT range and at a rate of 20-401bs./sq.
(See General Limitation #4).
MAMMDiADE COUNWM NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 59 of 67
Membrane:
Ruberoid® 30 Granule FR, Ruberoid® 30 Plus Granule FR, Ruberoid® Mop
Granule, Tri-Ply® SBS Granule Cap Sheet, Intec Flex PRF, Ruberoid' Mop
Granule FR, Ruberoid' Mop Plus Granule FR, Ruberoid' EnergyCap' Mop
Plus Granule FR or Ruberoid' EnergyCap'U' 30 Granule FR fully adhered with
any approved mopping asphalt applied within the EVT range and at a rate of 20-
40 lbs./sq.
Or
G GLAS' Mineral -Surfaced Cap Shed Tri-Ply' BUR Granule Cap Sheet
or G Energy�Nlftre - aced Cap Sheet adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
401bs./sq.
Surfacing:
Optional on granular surfaced membranes; required for smooth
membranes. Chosen components must be applied according to ."".
manufacturers application instructions. All coatings mustSedisted Win
•
a current NOA.
•
1.
...... .. ..
Gravel or slag applied at 4001bs./sq. and 300 lbs./sq. respeddle'l in a flood coat
..... .
: • • • •:
of approved asphalt at 60 lbs./sq. ."' . :...:.
'
2.
TOPCOAT' Surface Seal SB or United Coatings' Surface ���j SJ3 Roof. �
, , ; , , •
Coating applied in one or more coats at a minimum rate of Wgal'Jsq. p8r. c3at:
OR
......
'
TOPCOAT' MB Plus or United Coatings' Roof Mate MB ;'lus Coating . • . ; •
• • • • • •
applied at a minimum rate of 1.0 gal./sq.(to be used as a priaier) followed by
:....:
TOPCOAT' Membrane or United Coatings' Roof Mate TCM Coating : •
....
applied in one or more coats at a minimum rate of 1.0 gal./sq. per coat.
3.
Fiber Aluminum Roof Coating.
Maximum Design
Pressure:
See Fastening Options
NOA No.: 18-0919.12
Expiration Date: 11/06/23
Approval Date: 11/01/18
Page 60 of 67
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly'' 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum'/a" DensDeck® Roof Board or 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 mopping of
approved asphalt applied within the EVT range and at a rate of 20-401bs./sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved•... •
asphalt, panel size shall be 4' x 4' maximum. • • • •
4. An overlay and/or recovery board insulation panel is required on all applications ever elosed cell -
foam insulations when the base sheet is fully mopped. If no recovery board is usltrWbase sl"t•'
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 2%' o c.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center of t.W..9heet ahow-w*19
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6". b;"shall by •
placed every 12' in each ribbon to allow cross ventilation. Asphalt application oUtbcr systdoi.s' I
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 F4fe (F') dalue of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. IfI ie iastenei:arch,
as field-tested, are below 275 IV. 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 tennination designs
shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 61 G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No.: 18-0919.12
M/14FDADE COUNTY Expiration Date: 11/06/23
• ' Approval Date: 11/01/18
Page 67 of 67
MIAMFDADE
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.miamidade.gov/economy
Boral Roofing, LLC
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
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 - Pfodue�Contrdl'R&tion td No:
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdidtton tAHJ).' '
...... .. .. ......
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count *Pi'btitzct Control Sectiox • • • •
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to lrve•tiiis •
product or material tested for quality assurance purposes. If this product or material fails to Ailirin in thg accepted ..
manner, the manufacturer will incur the expense of such testing and the AHJ may immediatrjy re47oke, rhodiIV9 or ......
suspend the use of such product or material within their jurisdiction. RER reserves the righttorevoke this acceptance, •,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to Ugt :4e • • • • • •
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Go�c & • • • • • •
including the High Velocity Hurricane Zone of the Florida Building Code. ""
DESCRIPTION: Barcelona 900 Concrete Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.16-0711.01 and consists of pages 1 through 7.
The submitted documentation was reviewed by Freddy Semino 0
MLA Mwane couN rr� NOA No.: 18-0509.15
F_1192&ffig Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 1 of 8
ROOFING ASSEMBLY APPROVAL
Cateeory
Roofing
Sub-Cateaorv:
Roofing Tiles
Material:
Concrete
1. SCOPE
This approves a roofing system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC
in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as
determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in
compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations
shall be done as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Barcelona 900 Length = 17"
Width = 13"
%" thick
Test
Specifications
TAS 112
Type — la
Trim Pieces Length: varies TAS-112
Width: varies
varying thickness
2.1 PRODUCTS MANUFACTURED BY OTHERS
Product Name
ICP Adhesives Polyset® AH-160
TILE BOND' Roof Tile Adhesive
DAP Foam Touch N Seal
StormBond® 2 Roof Tile Adhesive
Product Description
Two component polyurethane
foam adhesive.
Single component polyurethane
foam roof tile adhesive.
Two component polyurethane
foam adhesive.
2.2 MANUFACTURING LOCATION
2.2.1. Lake Wales, FL
. . .... ......
??Cudct •• •• ••••••
....... . . .
Deb * riPtion •
High profile, interlooic+Mg, one-piece, 'S' shapes • • •
high-pressure extruded eeperete jto f tZe 00666
equipped with threertait Boles. Fbr direct deck• •: •
or battened nail -on, MeWlically fastened, • • •, •
mortar set or adhesive set applic*68fiS' •
. 90
......
Accessory trim, boosted Barcelona,: eenerete
roof pieces for use at hips, rakes, ridges and
valley terminations manufactured for each tile
profile.
Manufacturer
(With Current NOA)
ICP Adhesives and Sealants, Inc.
The Dow Chemical Company
The Dow Chemical Company
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 2 of 8
2.3 SUBMITTED EVIDENCE:
Test Agency
Test Identifier
Test Name/Report
Date
Redland Technologies
7161-03
Static Uplift Testing
Dec. 1991
Appendix III
TAS 102 & TAS 102(A)
Redland Technologies
7161-03
Wind Tunnel Testing
Dec. 1991
Appendix II
TAS 108(Nail-On)
Redland Technologies
P0402
Withdrawal Resistance
Sept. 1993
Testing of screw vs. smooth
....
Redland Technologies
Letter Dated Aug. 1
g
shank nails
Wind Tunnel '%stingy
.....5
�.•.•• ••••.•
199 • •
..Aug 4.....
1994
TAS 108 (Nqil��
� � •
Redland Technologies
P0631-01
Wind Tunnel jtStfflg
• • • • •'
:.j"Jy 199,f
TAS 108 (Mort'df Sit)
' ".'•.
Professional Service Industries, Inc.
IC-1320-94
Physical Properties
• •i"ab. 1995 • • • •
TAS 119•••••
•�
The Center for Applied Engineering, Inc.
25-7688-3
TAS 101 (Adhesive $et)
; • •J4m 1996 • .
25-7688-10
TAS 101 (Mortar.Sep
Jam, 199(; * •
The Center for Applied Engineering, Inc.
25-7688-5
Static Uplift Testing
•' lune 1996
TAS 102
(3" Headlap, Nails, Direct
Deck, New Construction)
The Center for Applied Engineering, Inc.
25-7688-4
Static Uplift Testing
June 1996
TAS 102
(4" Headlap, Nails, Clips)
Celotex Corporation
Testing Services
520111-3
Static Uplift Testing
Dec. 1998
520191-2-1
TAS 101
March 1999
Walker Engineering, Inc.
Calculations
Aerodynamic Multiplier
09/01/16
Walker Engineering, Inc.
Evaluation
Restoring Moments Due to
09/01/16
Calculations
Gravity
American Test Lab of South Florida
RT0617.03-16
TAS 112
06/29/16
PRI Construction Materials Technologies
COPO-002-02-10
Static Uplift Testing
10/12/2016
PRI Construction Materials Technologies
COPO-002-02-02
TAS 101 (Adhesive Set)
Static Uplift Testing
10/12/2016
PRI Construction Materials Technologies
COPO-002-02-01
TAS 101 (Adhesive Set)
Static Uplift Testing
10/12/2016
TAS 101 (Adhesive Set)
MIAMMADECOUNTY NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 3 of 8
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 in accordance with TAS 106 may
require, refer to applicable building code.
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 Department of Regulatory
and Economic Development — Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope 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 compjj,we with
applicable building code.
. . •••• ......
•
4. INSTALLATION •' • • •
4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strM.*C iflplianc8 with Roofin0 0 •
Application Standard RAS 118, RAS 119, and RAS 120. • • • • • • • • • • •; •
4.2 Data For Attachment Calculations • • • • • • '
. . . . ......
. . 0 ••••••
•• . . ..
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile Weight-W (lbf) Length-1(ft) Width-w (ft)
Barcelona 900 11.5 1.4174 1.08
Table 2: Aerodynamic Multipliers - A (ft3)
Tile Profile A (ft3) A (ft3)
Batten Application Direct Deck Application
Barcelona 900 0.286 0.301
Table 3: Restoring Moments due to Gravity - Mg
(ft-lbf)
Tile 2":12" 3":12"
4":12"
5":12"
6":12" 7":12" or
Profile
greater
Barcelona Battens Direct Battens Direct
Battens Direct
Battens Direct
Battens Direct Battens Direct
900 Deck Deck
Deck
Deck
Deck Deck
6.19 7.07 6.19 7.00
6.19 6.90
6.06 6.76
5.92 6.60 5.76 6.42
MIAMMADE COUNTY
NOA No.: 18-0509.15
' ' ' '' '
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 4 of 8
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mechanically Attached Systems
Tile
Fastener Type
Direct Deck
Direct Deck
Battens
Profile
(min 15/32"
(min. 19132"
plywood)
plywood)
Barcelona 900
2-10d RingShank Nails
28.6
41.2
."' 49.4
1-10d Smooth or Screw Shank
5.1
.g g
Nail
.2.8
00 . .
2-10d Smooth or Screw Shank
6.9
,9,a•.
, 7.3
Nails
�••,
.
1 #8 Screw
20.7
18.1 • •;
2 #8 Screw
43.22•:
.' . a9.8
1-10d Smooth or Screw Shank
23.1
2.3
19.0
Nail Field Clip).
•.
.
1-10d Smooth or Screw Shank
29.3
29.3.
:"' 74.0 . •
Nail Eave Clip)•
• • • •
2-10d Smooth or Screw Shank
27.6
27.6
• • • S8 6
Nails Field Clip)
2-10d Smooth or Screw Shank
38.1
38.1
41.8
Nails Eave Clip)
Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mechanically Attached Systems
Tile
Profile
Fastener Type
Direct Deck
(min 16/32"
plywood)
Direct Deck
(m in. 19/32
plywood)
Battens
Barcelona 900
2-10d Ring Shank Nails'
33.1
48.1
45.2
1 Installation with a 4" the
headlap and fasteners are located a min. of 2'/" from head
of tile.
APPROVED
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 5 of 8
Table 6: Attachment Resistance Expressed as a Moment Mr (ft-lbf)
for Two Paddy Adhesive' Set Systems
Tile
Tile Application
Minimum Attachment
Profile
Resistance
Barcelona 900
Tile BondTmOne Component Roof Tile Adhesive
29.32
ICP Adhesives Polyset® AH-160 two -component foam
29.33
DAP Foam Touch N Seal Storm Bond® 2 Roof Tile Adhesive
664
1 See manufactures component approval for installation requirements.
2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ....
3 ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight perpaddy 8 grams! • • •
4 DAP Foam Touch N Seal StormBond® Roof Tile Adhesive Two -Component; Average wei • er padctr8 grams.
•••••• •• ••
•••••• •
•••• • •
.00*0
••••••
Table 7: Attachment Resistance Expressed as a Moment - Mt1o,01
for Single Paddy Adhesive Set Systems ....
) 0 0 ••;
•
.... ...
Tile
Profile
Tile Application
:11M `Idlum Attachment -
• *Res!,tailCe •
Barcelona 900
ICP Adhesives Polyset®AH-160two-component foam
••
6Q5•-rl0• •
ICP Adhesives Polyset® AH-160 two -component foam
387e
DAP Foam Touch N Seal StormBond® 2
637
DAP Foam Touch N Seal StormBond®2
8211
5 Large paddy placement
of 63 grams
6 Medium addy
placement of 24 grams
7 Medium paddy
placement of 30 grams
8 Large paddy placement
of 60 grams
Table 8: Attachment Resistance Expressed as a Moment - M,(ft-lbf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Barcelona 900
Mortar Set9
24.5
9 Seespecific mortar manufacturers Notice of Acceptance
NOA No.: 18-0509.15
Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 6 of 8
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".
LABEL FOR BARCELONA 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
6. BUILDING PERMIT REQUIREMENTS
....
6.1 Application for building permit shall be accompanied by copies of the following: •' • • • • • • ... •;'
6.1.1 This Notice of Acceptance. • • •
6.1.2 Any other documents required by the Building Official or applicable b W��t * •g• • • order to • • • • •
F ode in
properly evaluate the installation of this system. • • • • • •
. .
.... :**see .....
...... . . .....
.. .. .. .. ......
go
. . . . ..... .
. . ......
.. . . ..
MIAMFDADECOUNTY NOA No.: 18-0509.15
• ' Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 7 of 8
PROFILE DRAWING
NAIL HOLES
OVERLOCK
_ 3 5/8 "
17
....
•••••• •• ••
13 , ...:..
UNDERLOCK
• . . •
•••••• •
• •
.•••••
.. 0 • •.
0000
BARCELONA 900 CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
MIAMWeADECOUNTY NOA No.: 18-0509.15
"' • ' Expiration Date: 04/26/22
Approval Date: 06/28/18
Page 8 of 8
MIAMI-DADE COUNTY
MIAMt GADlE! 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.gov/economy
ICP Adhesives and Sealants, Inc.
12505 NW 44`e Street
Coral Springs, FL. 33065
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade _County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke• modify, orsp�pgnd the jVp..
of such product or material within their jurisdiction. RER reserves the right to revoU this acceptance, if it is.'
determined by Miami -Dade County Product Control Section that this product or material fails 40 meet t1w regitiremeau.:.
of the applicable building code. • • • • • • •
This product is approved as described herein, and has been designed to comply with- tkeyrlorida;BiAlding Cpop..
including the High Velocity Hurricane Zone of the Florida Building Code. ...... . .
.. .. .. .. ......
DESCRIPTION: ICP Adhesives Polyset® AH-160 ....;.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logos city, state and followin060 g
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall.be cause for -termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA 16-0315.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves ICP Adhesives Polyset® AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as 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 ICP
Adhesives Polyset® AH-160.
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
ICP Adhesives N/A TAS 101 Two component polyurethane fean? gdhesive
Polyset®AH-160 • "' "" • •
ICP Adhesives Foam N/A Dispensing Equipmept •
Dispenser RTF1000
ICP Adhesives ProPacV N/A Dispensing Equipmeal :...:.
.... . .....
30 & 100 •••••• '••••
.. .. .. .. ......
PRODUCTS MANUFACTURED BY OTHERS: ;...;.
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current nOA ,4hich Gst attachmeif
resistance values with the use of ICP Adhesives Polyset® AH-160 roof tile adhesive. 0 • : • •
MANUFACTURING LOCATION:
Tomball, TX.
PHYSICAL PROPERTIES:
Property
Test
Results
Density
ASTM D 1622
1.61bs./ft.3
Compressive Strength
ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength
ASTM D 1623
28 PSI Parallel to rise
Water Absorption
ASTM D 2127
0.08 Lbs./Ft2
Moisture Vapor Transmission
ASTM E 96
3.1 Perm / Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ -40' F
+6.0% Volume Change @158'F.,
weeks
Closed Cell Content
ASTM D 2856
86%
., 2 weeks
100% Humidity, 2
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
MIAMIZADE COUNTY Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 2 of 11
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94-060
257818-1 PA
25-7438-3
25-7438-4
25-7438-7
25-7492
NB-589-631
9637-92
01-6743-011
01-6739-062b[ 1 ]
7050.02.96-1
P36700.04.12
P39740.02.12
528454-2-1
528454-9-1
528454-10-1
520109-1
520109-2
520109-3
520109-6
520109-7
520191-1
520109-2-1
Test Name/Report
TAS 101
TAS 101
SSTD 11-93
-SSTD 11-93
SSTD 11-93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
ASTM D 1623 • • • • •
TAS 101 ••••••
TAS 123
....
TAS 101 ":":
TAS 101
TAS 101
Date
04/08/94
12/ 16/96
10/25/95
11 /02/95
12/12/95
02/01/94
04/30/93
1-1 /16/94
01/16/95
Otto
....'
Q3/14J96
'(I4 412
02/M1/12
......
. TOQ3?98
T2f43798
03/02/99
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating.
2. .ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset' AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61G20-3 of the Florida Administrative Code.
NOA No.: 17-0322.03
MIAMMADE COUNTY Expiration Date: 05/10/22
Ij l Approval Date: 04/27/17
Page-3 of-1-I
INSTALLATION:
1. ICP Adhesives Polyset® AH-160 may be used with any roof tile assembly having a current NOA that lists
attachment resistance values with the use of ICP Adhesives Polyset® AH-160.
2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP
Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value
determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive
attachment data is noted in the roof tile assembly NOA.
3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application
Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and
Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5.
6.
Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before apelication
of any adhesive. The mix ratio between the "A" component and the "B" component s411 be, maintaiNo* between
1.0-1.15 (A): 1.0 (B). ..
ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser 0 0 * 0 9 or 1�P' • • • • • • •
Adhesives ProPacko 30 & 100 dispensing equipment only.
....
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 000000 : 0 0 * 0
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minute *der ICP 0 dhes `ves
Polyset® AH-160 has been dispensed. ......
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in accordan;e witl i4e. %
'Placement Details' herein. Each generic tile profile requires the specific placement n4ed0orein.
.. . • ••
. .
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
-Page 4 of -11
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
17 gramspe bead
edge) 20-25 sq. inches each
•
bead
'
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
.. grams under pan
....
.
.....
LABELING:
.. ..
.. ..
......
All approved products listed herein shall be labeled and shall bear the imprint or identifiable mark4xl of the
.'
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved"
of 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.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 5 of 11
ADHESIVE PLACEMENT DETAIL # 1
NA WW9hpiastk4461ent Paddylamoathrdt)
(stern requhodl
und•r4ym•nt It
1
101n
Batttn3 optional �
iw•Couru �•
s
loin, asde
2 in
E•n Ci•wr•
Nall through piastk cement
When nnulred)
lolm \
21n.wido
ramXt"Mopifloinal
P•4dyt6•n4eth
Eaw closure
Fasda
er.a1 though p1•urc
(when roquirscl) P•ddr IRoe•athTii•i
tkWhd•ytstnnt o
4 foie.■
2 in. w$do
Battens
optlanat * ��
►" Eare[avrsa- Fa3da
Weephote
101ru M. ["eclo3ule,, .,�, Orlpttdge
Flat/Low Profile Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the Overlock
of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
• • •••• ••••••
Medium Profile / Double P#prl'#e •
•••••• •• •• ••••••
1. Starting at the eave couns¢r3pply a minimum 2"
(50.8 mm) x 10" (254 n ri) x•1" (25.4•mm)0 foam:"'.
paddy -onto the underlayaleiirpositioned as shown • e • •
under the pan portion of 4h'e't112� closest to ire • • • • •
Overlock of the the being.. seq.. 00000 ••••••
. . . . ......
2. Continue in same manner. Insure app meimtely 17
(109.7 cm2) — 23 (148.4'amt) Square incb.adhesi):e • • •;
contact with the underside of the tile..: • •'
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
2. Continue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 6 of 11
ADHESIVE PLACEMENT DETAIL # 2
OtaNtlgwretaaiecement ` _Paddytl3.nerthTAa)
hewmroquire !wd)
Undatuymtm
71n� 2tn.
�
��
9att«ss eotlena�
'
�
EavoCourm
G�
°
Fascia
2
Eyre closure
Nall thro"h Plastic cemem
When requiredl
Paddy leentath Tile!
Uredarlaymwnt
r
,.,�.
4
7 in.
In.
Brttem optional
14 k►
2
faw►Chotwn
fcaveCourt*
Facia
Flat/Low Profile Tile
Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
strengthening rib of the tile closest to the overlock of
the tile being set. Insure approximately 17 (109.7 cm2)
— 23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1 " (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
strengthening rib closest to the overlock of the tile
being set. ....
. . aaaa aaaaaa
3. Continue in same manner. hrsure apprQximat� ly 10" o
(64.5 cm2) - 12 (77.4 cm'71 inch atltieS?ve • • • • • •
contact with the underside of fe tile.
aaaa a
a
.aaa.a
...... .. ..........a
Medium Profile / Double Pas.Ue'
0 0 0 0
1. Starting at the eave course, appl* a minimum 2" (504 o : e
•••.••
mm) x 10" (254 mm) x 1 ; (2�.11•mm) foam paddy % •
onto the underlayment posilPone'd as s:oWllnder the •
pan portion of the tile closest to the overrock of the
tile being set. Insure approximately 17 (109.7 cm2) —
23 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2. At the second course, apply a minimum 2" (50.8mm)
x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
being set.
3. Continue in same manner. Insure approximately 12"
(77.4 cm2) - 14 (90.3 cm2) square inch adhesive
contact with the underside of the tile.
(Instructions continued on next page)
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 7 of 11
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
NaV thwu9h pLu* ee
;when required)
Paddy Is* hrile)
eMdnrfa�•n!
7
1n.
oaten%Optimal
r~1
EaveC°une
}
iaxia
,,e,
� 111r•phal•
t0�
��2in.
Odfarsd•sase
p�
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
tile being set. Insure approximately 17 (109.7 cmZ) —
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 l " (25.4 mm) foam paddy onto the
underlayment positioned as shown under the pan
portion of the tile closest to the overlock pf jhe tile
being set. .... ......
3. Continue in same manner! 1'" approximately 176 • • : •
(109.7 cm') - 19 (122.6 cfi'T Sadare inch adhesive ; • • • •
contact with the underside otlla tile.:...: •
.... . .....
•••••• • • •••••
•• •• •• •• •••e••
•
• • • • ••••••
••••••
•• • • •• • •
• • •
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 8 of 1.1
ADHESIVE PLACEMENT DETAIL # 3
nait through plastic cement Paddy (between tiles)
equlredl
eattensoptional •
• Paddy (under die)
4 , single paddy
on top of tale
x e
le
single
2xain.
10fn,` 1
2 Fascia
Eave Closure
RatAow Profile Tile
Nag though plastic cement Single paddy under the
(when required)
Pa ddy (between tiles)
Battens Paddy (under tile)
optionaI
sh padsan top of
Sa►olepaddyon
unnddedaymerrt �
lotin.
Eave Closure
Eave Course Fascia
Medium Profile Tile
MIAMIFDADE COUNTY
1. On the eave course only, 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 for flat tile or under the pan
-portion of the tile for low or high profile tile closest
to the overlock of the tile being set. Leave
approximately 4" (101.6 mm) up from the eave
edge free of foam to prevent the expanded adhesive
from blocking the weep holes. Insure
approximately 17-23 in (109.7-148.4 cm) of
adhesive contact with the underside of the tile
2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4
mm) foam paddy onto the underlayment just below
the second course line positioned foam paddy
under the strengthening rib for flat tile.pl: under the
pan portion of the tile, clese st•to the undarlock for. .....
the second course tile to bt'ins;alled. Insur® .'
•
approximately 8-9 in2 (51.16--58!1 cm2) bf Aesive, • • • • •
contact with the underside Mile tile. •
•••• ••••••
•••• • •••••
•••••• • • • •
• • •
(Instructions continued on naz poAe) • • • • • • • • • •
• • • • ••••••
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 9 of-11
ADHESIVE PLACEMENT DETAIL ## 3 (CONTINUED)
Nail through plastic Single paddy under the
(when required)
Daddy lbetreen tiles)
Battens optional Paddylundertile)
� ,
a
on '
Single 2=4 ,
paddyon
top of tie
Eave Course
weephole
loin 2111. Eavedesure
trip edge
High PwilleTile
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 1/4"
(19 mm) paddy on top of the eave course tile
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.
Install second course of tile. Insure approximately
9 (58.1 cm2) - 11 (71cm2) square inch adhesive
contact with the underside of the tile at the overlap
and 7 (45.2 cm2) - 9 (58.1 cm2) square inch
adhesive contact with the underside of the tile at
the head of the tile. Continue in same manner.
. .
....
......
......
.• ••
......
.
......
....
.
.....
.
. .
.. ..
•. ..
......
. •
•....•
0:0*.
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
.Page 10 of 11
1) Place enough adhesive to achieve 65 to 70 !
in contact with the pan tile.
2) Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
2S sq. in. contact area.
Underlayment
Eave closure
(motar shown)
Fascia
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
Steep pitch applications
(when required)
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
Two Piece Barrel (Cap and 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 two adjacent pan tiles. Support eave
tiles from rocking until adhesive has a chance to
cure.
2. Continue in same manner bringing two pan
courses up toward the ridge. Insure
approximately 65 (419.4 cm2) — 70 (451.6 cm2)
square inch adhesive contact with the underside
of the pan tile.
3. Turn covers upside down exposing 4w underside
of the tile. Apply a rrinimap 1" (U94 trim) x 10:.
(254 mm) bead of adh2Sive direct y on tpe inner •
edge of each side of ih'e Sdder tile. Vled" • • • • ••
•
approximately 3/4" (WN) to 1" (25.4 mm);,,,,;
from the outside edgt•A,f tic tile, rw& 4, free of.. •'
foam to allow for expzpyipp. • • • • •
4. Turn cover tile overrfle:feam is applied and
place onto pan tile course.Insure,I}r id.imumof•.%
20 (129 cm2) - 25 (l 1. , tu12) square inch ;
contact area on each srne Athe &vcT1Je to the •
pan tile. Continue in same manner Yflim away
any cured exposed foam adhesive. Pointing of
longitudinal edges of the cover tiles are
considered optional.
5. When additional nailing is required, 2" (50.8
mm) x 4" (101.6 mm) nailers or the tie wire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
NOA No.: 17-0322.03
Expiration Date: 05/10/22
Approval Date: 04/27/17
Page 11 of 41