RF-17-1142Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
ermit
Issue Date: 5/6/2017
Permit No. F-4-17-1142
Permit Type: Roof
Work Classification: Tile/Flat
Permit Status: APPROVED
Expiration: 11 /01 /2017
Parcel Number
Applicant
189 NW 100 Street
Miami Shores, FL 33150-
1131010230260
Block: Lot:
ROBERTO PEREZ TRS REVOCA
Owner Information
Address
Phone
Cell
ROBERTO PEREZ TRS REVOCABLE
189 NW 100 Street
MIAMI SHORES FL 33150-
189 NW 100 Street
MIAMI SHORES FL 33150-
Contractor(s)
ROCHE ROOFING INC
Phone
(305)220-7663
Cell Phone
Valuation:
$ 800.00
Total Sq Feet: 500
Type of Work: Repair
Additional Info: REPAIR SLOPE ROOF/FLAT
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$0.60
$3.75
$3.75
$0.20
$250.00
$9.00
$0.80
$268.10
Pay Date Pay Type
Invoice # RF-4-17-63810
04/25/2017 Check #: 1640 $ 50.00 $ 218.10
05/05/2017 Check #: 1641 $ 218.10 $ 0.00
Amt Paid Amt Due
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof in Progress
Renailing Affidavit
Review Roof
Cap Sheet
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the fr egoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construcj ary4 zoning. FuthermorI au e the above -named contractor to do the work stated.
Auth ized Signature Owner / Applic2r / Contractor I Agent
May 05, 2017
Date
Building Department Copy
May 05, 2017
1
Ocur‘,&ci
•
JOB ADDRESS: l 0 f ( (N 10 0 S 4—
City: Miami Shores County: IL Miami Dade Zip: 31"1 6 — l g-MS
Folio/Parcel#: It .co C -01.3 _ 0 -b 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Address:
okv-Xf' 1 errz
r$5 NV/ 10o ST
City: MiGVY11 S11o1e3 State: P-L
Phone#:
Zip:
3 315a
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:
Company Name: I RO(J tC
Address: '}l0I 94J 36-
City:
Qualifier Name:
51��, Miami Shores Village
� Building Department
A 'R 2 5.2017
kiN
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972144
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC20(`j11c'
BUILDING Master Permit No. [`sC" — (f
PERMIT APPLICATION Sub Permit No.
❑ BUILDING ❑ ELECTRIC f OFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
(CONTRACTOR) DRAWINGS
State:
�L—
Phone#: 3o5 - 220 "76%3
Phone#:
Zip: 33 l Z7
Certificate of Competency #:
DESIGNER: Architect/Engineer: a (.V Phone#:
Address: �� k� City: V 1 State: Zip:
//
Value of Work for this Permit: $ ' w _. . _ quare/Linear Footage of Work: O O+
Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition
Description of Work:
( CA WI
(AA) rno Roc -I -
State Certification or Registration #: ecC (3 303 Zg
tope r4 J fL1-.
Specify color of color thru tile:
Submittal Fee $ SO' Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
(Revised02/24/2014)
X-�
TOTAL FEE NOW DUE$ 2/9. ( 0
ti
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
__ ER or AGENT
The foregoing instrum n It_____.-:;—
a's'ac nowledged before me this
"1 day6,20 I9 ,by
Ro}r(iti. {filet. , who is personally known to
me or who has produced
as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:,,
Print: •
Seal:
a Notary Public - State of Florida
'44 Commission # FF 212478
.,, �° pos My Comm. Expires Mar 22, 2019
******0**T*iMF*fir***T* * *
APPROVED BY
(Revised02/24/2014)
Signature
CONTRACTOR
The foregoing instrument
was acknowledged before me this
day of A l 1 , 20 )7 , by
Fa UStk0 Pocite , who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
P
Seal.
**********
jY
1
........ B`-cf; Notary Public - State of Florida
•1
Commission # FF 197614
;,��F °$ My Comm. Expires Feb 9, 2019
Bonded through National Notary Assn.
Plans Examiner
Structural Review
***********
Zoning
Clerk
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
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name:
R7 berT'o
Date: (f f c _ / 7
P�2
Property Address: I'1 NA/ 004 4 sr
Roofing Permit Number:
Dear Building Official:
I q496,(41) 2 certify that I am not required to retrofit the roof to wall connections of my
buil ing because:
he 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 edition of the South Florida Building Code (1994 SFBC)
Print Name
State of Florida
County of Dade
The undersigned, being the first duly sworn, depostand says that he/ he is the owner for the above property mentioned.
9 Sworn to and subscribed before me this 1 11 �� day of i; ( 2-0 1
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation is equal
SFBC. Then you must provide a building application from a General Contractor for
Revised on 5/21/2009
""' ORLANDO PEREZ
rlis,AgwyarypIlleb�ll tateof Florida
C mm ss(of'#ri ns
-nd��- �y ��? hW6gtMar 22, 2019
Who 6%4 47
ed with FBC nor a 1994
4/20/2017 Property Search Application - Miami -Dade County
OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-3101-023-0260
Property Address:
189 NW 100 ST
Miami Shores, FL 33150-1205
Owner
ROBERTO 0 PEREZ TRS
ROBERTO 0 PEREZ REVOCABLE
TRUST
Mailing Address
189 NW 100 ST
MIAMI SHORES, FL 33150 USA
PA Primary Zone
0800 SGL FAMILY - 1701-1900 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
3/2/0
Floors
1
Living Units
1
Actual Area
2,569 Sq.Ft
Living Area
1,640 Sq.Ft
Adjusted Area
2,163 Sq.Ft
Lot Size
8,025 Sq.Ft
Year Built
1938
Assessment Information
Year
2016
2015
2014
Land Value
$176,539
$130,222
$108,071
Building Value
$150,545
$150,545
$146,651
XF Value
$0
$0
$0
Market Value
$327,084
$280,767
$254,722
Assessed Value
$225,781
$224,212
$222,433
Benefits Information
Benefit
Type
2016
2015
2014
Save Our Homes Cap
Assessment Reduction
$101,303
$56,555
$32,289
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
BONMAR PK ADD A RE -SUB PB 24-71
W75FT OF LOTS 5 6 7 & 8
BLK 4
LOT SIZE 75.000 X 107
OR 18243-4968 0798 4
Generated On : 4/20/2017
Taxable Value Information
2016
2015
2014
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$175,781
$174,212
$172,433
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$200,781
$199,212
$197,433
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$175,781
$174,212
$172,433
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$175,781
$174,212
$172,433
Sales Information
Previous
OR
Sale
Price
Book-
Qualification Description
Page
05/29/2015
$100
29682-
1344
Corrective, tax or QCD; min consideration
06/01/2005
$469,000
23601
Sales which are qualified
0466
08/01/2004
$298,000
22624
Sales which are qualified
0572
07/01/1998
$0
18243-
Sales which are disqualified as a result of
4968
examination of the deed
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:
Master Permit No.
Contractor's Name
Job Address
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code 5th Edition (2014)
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
134f) YYeF9
/2c A
Low Slope
0 Asphaltic Shingles
0 New roof
® Repair
Low Slope Roof Area (SF) (0 O
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
❑ Prescriptive BUR-RAS 150
ROOF TYPE
0 Maintenance 0 Reroofing
ROOF SYSTEM INFORMATION
Process No.
• •
• . •
I
1
1
1
1
1
1
1
1
',.t ( 331_4
• • • •
...•
MortariAeaive Set Tiles
❑ WoodS}lfifjies/ShOs •.
.... . ••
• •
.• ••
Steep Sloped Roof AREA (SSF) g C G Total (SF)
• ...
• . .
S. .
• :❑ Ricoverg
. •
6
.
... •
• •
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
sions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
l'i
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•
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Include dimen-
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FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37
Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License
Agreement. No further reproductions authorized.
INTERNATIONAL CODE COUNCIL.'
Measurements
Roberto Perez 189 NW 100th St, Miami Shores, FL, 33150
Ridge
44' 8"
Hip
45' 4"
Valley
97' 9"
Rake
Eave
197'
Flashing
52' 1"
0 Step Flashing
42' ---1>•
•
•
•
•.
• ...
• .
• •
.
• .
•.
.• . .
• •. ...
• ...... . •.. ..
... . . . •.. • .
9 -n
Ile
Note: all measurement are in feet
page 2 of 4
Section C
MIAMF=
COUNTY
Miami -Dade County HVHZ Electronic Roof Permit Form
Section C Page (Low Slope Roof Systems)
"Delivering Excellence Every Day"
Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box,
ROOF SYSTEM MANUFACTURER: Top Ply:
IGAF
Product Approval (NOA):114-1030.02 I System Type:
Wind Uplift Pressures, From RAS 128 or Sealed Calculations:
Al
(P1) Field: Firl psf
(P2) Perimeters: -71.7 psf
(P3) Corners:
-108.0
psf
Maximum Design Pressure From NOA:
1-52.5
Roof Slope: 0.50 " : 12 Roof Mean Height:
Parapet Walls: El No 0 Yes Parapet wall Height:
psf
14
Deck Type:
Support Spacing: ! N.
Alternate Deck Type:
Existing Roof.
I-5/8" Plywood —
"olc
ft.
NA
SAME
Fire Barrier:
�NA
Vapor Barrier:
[NA
Anchor Sheet:
IGAF GLASSBASE 75#
Anchor Sheet Fastener I Bonding Material:
I1-1/4" RS NAIL & TIN CAP 1-5/8"
Insulation Base Layer Size & Thickness:
[2.0" ISO INSULATION 4'X4X'
Insulation Base Layer Fastener / Bonding Material:
1 HOT MOP ASPHALT
Insulation Top Layer Size & Thickness:
INA
Insulation Top Layer Fastener / Bonding Material:
!NA
Base Sheet(s) & No. of Ply(s):
JGAF STRATAVENT PERFORATED (1) PLY
Base Sheet Fastener / Bonding Material:
!LOOSE LAID
Ply Sheet(s) & No. of Ply(s):
!GAF RUBEROID 20 (1)
Ply Sheet Fastener / Bonding Material:
[HOT MOP ASPHALT
ft.
I GAF MINERAL CAP SHEET
Top Ply Fastening / Bonding Material:
t HOT MOP ASPHALT
Surfacing:
'GRANULES
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
INA
• • • •
•
•-•
• • •
Single Ply Sheet Width: FA-1" 1/2 SheerWidiir:
No. of Single Ply 1/2 sheets:
NA
•
Single Ply Membrane Fastening / Bondie f liilfta4al:
•••
•
• • • •
� •
• •
•
•• • • •
• • •
• • • • •
0 FASTENER SPACING FOR BASEakErATTACHMMIIT
❑ SINGLE PLY MEMBRANE ATTACHMENT •
•
1. Field: ! - 1 " o/c @ Laps & n r4)Ns " o/c"
• • • •
•
2. Perimeter: E " o/c @ Laps & rows I " o/c • •
3. Corner: Ej" o/e @ Laps & r ' I rows n "o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: { 1 2. Perimeter. 3. Corner: i
Insulation Fastener Type :
INA
WOOD NAILER TYPE AND SIZE:
f 2"X6" PT WOOD
Wood Nailer Fastener Type and Spacing:
1#14 WOOD NAIL 16" OC
EDGE & COPING METAL SIZES:
Edge Metal Material:
Edge Size:
Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE— T-
Edge Metal Attachment:
—Galvanized Metal-
• •
•�
•
•
-3" face 26 ga.-
11-1/4" RS NAIL 4" OC
Coping Material:
,--SELECT PARAPET WALL COPING MATERIAL —
Coping Size: ELECT COPING METAL SIZE OR THICKNESS —
Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE —
Parapet Coping Metal Attachment
1NA
I Insulated Nailable Deck With Edge Nailer
"Delivering Excellence Every Day"
Miami -Dade County HVHZ Electronic Roof Permit Form
illustrate Components Noted and Details as Applicable:
Top Ply
Interplies
Base Sheet
Anchor Sheet
Drip Metal
Continuous
Cleat
Wood Nailer
Roof Deck
Base Layer
of Insulation
Top Layer
of Insulation
Roof Mean Heighi: j•'i
Drip Metal:
.. • .
ft.••��
...•
•
•...
....
•
....'
3"X3" GALV 26 G
....
Continuous Cleat: ' • • •
.. •
.. .
. ..
•
•..
•
.1
•....
•
NA
Surfacing:
! GRANULESZ
Top Ply:
•
.. .. .. •.
. . .
• •
. .
. . .
IGAF MINERAL CAP SHEET
Interplies:
1GAF RUBEROID 20
Base Sheet:
--41.•
1GAF STRATAVENT PERFORATED
Top Layer of Insulation:
INA
Base Layer of Insulation:
12.0" ISO INSULATION 4'X4'
Wood Nailer:
12"X6" PT WOOD
Wood Nailer Fastening:
#14 WOOD SCREW EVERY 16"OC
Anchor Sheet:
GAF GLASSBASE 75#
Deck Type:
[PLYWOOD 5/8"
•
•
•
•
{
1S, Neck: NC
Recline:1/2
Insulation (Optbm )t —My annul per1Ra or wood fiber or glass Rbaror potylsocyanurate medlanlally fastened or adhered with
Okla Ina "Olyeond gatmng System" crony uL dassfiled Insulation adhesive.
OAS esheet;--one ply Typo G2"GAFGIASO075base Shoe oriti-PiyM73Basssheettnediantallyfastened
Ply Skater-- one or two plies Type. Gs "CAreanS0Ply4"or'Ttl•Ply4'vr'G.R1/1$®FivePly6'dr paG2"G.FGIAS.t759asc
Short` or "Itt.ply #7S Bass Sheet" Idly adhered with hot roofing aspltali.
Cap Sheet: — Ono plyTyps G3'01i1 GtASm MI ral Surfaced Cap shoat' Rdly :Whored with hot sooting asphalt
Surtaengs — "TOPCOATOD EnerpyCots"' or "TOPCOAT. MB Hue- Whit!' or *MAW 322" applied at a rate of 2•4a1(1004t?
17. Desks C-1S/32 meaner 1/2
lnsuleuon(optional):—Mythklmesepetlt•orwoodItberarglassMberorpotyleacyanuratemeehsntallyfastenederadheredwith ••••
OMGIna"DlyNondAstlAMpSystem"orany OLQaninedInsulation adhasiw. • •
barderloSuet-- Minimum Yatn.lhieltGeorgia-nateGyypeurnMC'DensOedulbRoorboard"or"bonsOedcPriming 4Rpoim ••••
"DensDakOuraGuvdw Raolhaard" er neltImum W.Iu. thlckUnited States Gypsum Corp. %ECOR = Roof Board' (Pops . or • • • •
"SECUROCK® Gloss -Mat Roof Boats (type GGMnX) medtanlaily fastened oradbeied With OMG Inc, "DlyBond Fastening System or any •
M. Classified insulation adhesive with butt Jolete In fin barrier beard products staggered a minimum of tin. from plywpaddecialelnts. • • • •
Base Sheet: —One ply Type G2 "GAFG1PSm i75 BON Sh ee" er`IRFWy,f75 Bane Sheet' mechanically fastened •
Ply Sheets— One or two pges Type 61 •GAFGIA5® Ply 4" or "nl-Ply 4' or GAFGLAB® Flea Ply 6" erType G2 "OAFOLASOINI ABase •
Shear er`rd qy 075 Base Shear gully e6�ltred Wllh Rot tooling asphalt
Cap lhaet:— no plyTypo 63't' 'VAMPS* Mineral Surfaced Cap Shaer roily adhered with hot rooting aspham • • • • • • •
SutfOdingi — "'TOPCOATID Darer -ate" or 'TOPCOAT. MB plus -White' cr .:eat:fa 322' applied at a rate of Zia
'ROPt�i.• • ••••
10. Decka NC incliner 3
_ • • • •
InsolaOHGtna(optional):•-Anyihldaseaparite or wood fberorgLtuneerorpotylsocyanu,atemshenkaiipfa endVoblirodWith •
•••• ••
•lase Sheets — One ptyy "ct FGL*s� St ataverjrteliminator/WooliSatinsulation . Sheet" or TypeG2rustybu,od with phot mootMluior• •
Flysheet —One or bersud o• 0 HT'
Mop tiered with
hr'RuOar... r.bp srnmuh sS arrRuboroWm Mop Smooth Pluseor •
"Rubarold® 20" or"1(utxrold® 20IfT` fully adhered with tint Molloy sgrhalt • • • •
Membranes --One pit 'GAT -CRASS Mineral Surface! Cap Sheet' fatly adhered With hot MaMg asphalt
surfssings—"KIPCOATOEneOyCate"'"or"TOPCOAT,MBPlus -White r:Plead:r32t applied atarate of2-pa140044
19. Deck: G15/32 Mellon: 1 • • •
Inauhtlon (optional)t—Any %%Om npirateorwoodfiberorgleefiberorpolylsasyanuratemechaniallyfastenedoradhaedwith
OHG In& •OlyBond Fastening System` or any UL Classified insulation adhesive.
Iarrier board:—I4einium Pr -In. tlildt aeorgla•Pacifc Gypsum aC-DenaDeds® floorboard" or Densbetk Prime® Roplboard' or
"DeffDack OuraGuard'" Reofboard" or minimum Yaks, thick Untied Slates Gypsum Corp. "SECUROCKS Roof Board' (Type f'X G) or
"SECU1OCKOG1asa4atRotfBoard°MoeSOMRX)MediantWlylastenedoradheredwIh0HGlaw "0lreendFastening System' or any
ULCiassiged nsulation adhesive with butt joints in the Molar board products staggered a minimum of 64n, from plywand dedklonts.
Dane Sheets —Gnu ply'GAFGLASt9 Stratavent Elndttatoy Yenthrg Base Shale fully adhered with hot roan asphalt
Ply Sheets ono or two phi "Roberafd®NapSmooth" er"RuberoIdmMop Smooth Hue rirhyWham dwith hot roofing asphalt
Membranes — One ply "GAFGLAS® Mineral SuHated Cap Shenk" fully Idhorad with hot roofing asphalt
Sufficing: —"TOPCOAT® ErtergyCote""" of'lOPCOATel MB Plus - White" or "Matf1322" applied at a rate or2.ga1/lao.ttt.
20. Omen 615J32 Incilnet 1
Base Sheets -• One ply Type 02 YaAFGIAS® 0751to n Sheet' or Trt•Ply®:T75Base Sheet meehenlaty rastined.
lnsutetlop (Optlonal)t-. My thickness or comblautlonu peante orwood fiber or glass Ober or polytsatyanurate, mechanically fastened
erhot mopped aradhered with ONGMC. 'Otyeand PistenngSy1tem"arany an.aas:MRed insulation adhesive.
bale Sheer —Ono ormom plied 11uberold®20'or'Ruberoid,20Mt"or'Ruberofd®HodlfedSue Sheer', hot mopped er
medgnkally attached.
CaCap Sheet,— One P. pllYTmevalpe •GdAGtifp ernlSurlicadCap Sheat"or'9H-pty®Mineral SerfaadCap Sneer or''GAfi LASS
Clive&
L Dea l C-I5/32 Inclines3.3/2
Insulation (Op tlenal)r ••• Ono or more Mere petite or Wood fiberse glare fiber orpalyieocyanurote or urethane er
parlt polyisocyanurate composite or palhe/urethane composite or wood liberfpetyisasyanuale composite Or phenolic, anythldiness.
Ply Shoats —Two or more plies Type G1 "GAOGULS4, Ply 4" or "11141y® Ply 4' or "GAFGULSGI Ply 6" Mechanically fastened
Cep Sheet: —Type 63 MAPGLIISS Moral Surfaced am Mae," or Mineral Surfaced Cap Sheet' or G4fGLAS®mnerpytap'"
BUR Mineral Surfaced Cap Sheet, fuly adhered wkh hot nulling asphalt,
2. Dadra G15/32 toothier 3.3/2
Insulation (Optional), — one or more layers permits or weed fiber orglass Motor potytlocyanamte or urethane or
pedlta/pelylsocyanunte composite or Fertile/urthane eomFpodte or wood tlbtypdylsacyanurate camping% or phuwRc, any thldlnoss.
Base Sheet: —TWO or mom Min'lype G1 otType 02 or Type 03.
Membranes -- One or more plea'Ruberoldelbrch Smooth' or'Aebsrold® Torch Granule' or "huberolde Torch Granule Plus" or
9tubsr•laf9 Hop Smoads' or "tube/MOO Hop smooth LB' er "Ruboreld® Hap Smooth Plus' or'Ruberold® Hop Granule` or'Rubarofd®
Map Plus Gamut!" or 'hlOOPstetch'" 555 Hoeihed Granular" or'Trt-PIyib st5S Meddled Sherman Membrane" or'ROOPMatth'" APP
Modlitad Granular` er'rr1•Pty® 1P4el' ar'Td-piyta TT-4' or'ituberold® Dual Smooth."
Cap Sheets... "GAPGuse Hlneral Surfaced Cap Shear, or "1T1-Ply® Mural Surfaced Cap Sheet" or"GAFGL'S® Energyapr" BUR
knead Surrieed Cap Sheet" hilly adhered with het roofing asphalt.
•
3. Deeks C 15/32 inane: 2-1/2
•
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• •
••
hall://databasauLcaln/cgi-bin/XYV/templetc/,ISBXT/1FRAME/showpage.biml?namc=T... 6/27/2013
'MIAM I-DADE
COUNTY
"Delivering Excellence Every Day"
----- MIAMI-DADE COUNTY
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
It is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to
explain to the owner the content of this form. The owner's initials in the designated space indicates that the item
has been explained.
1. Aesthetics -workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) are not a consideration with respect to vtiorkmarrj i , prov; .on..
Aesthetic issues such as color or architectural appearance, that are not part of a zonirigeock, shouidbe addressed
•
as part of the agreement between the owner and the contractor. •
•
• .
2. Renailing wood decks: When replacing roofing, the existing wood roof. j .may iaweeto be'
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurrioan? Zones)r.�£the F.losi4a
•
Building Code. (The roof deck is usually concealed prior to removing the existing rb&f'stem)' • • •
. .•
•
3. Common roofs: Common roofs are those which have no visible delineation 13etwan neighbori1tg • •
•units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofiarig contractor and/or •
owner should notify the occupants of adjacent units of roofing •work to be performed. • • •
4. Exposed ceilings: 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
penetrations of the underside of the decking may not be acceptable. The owner provides the option of
maintaining this appearance.
/`- P 5. Ponding water: The current roof system and/or deck of the building may not drain well and may
cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original
roofing system is removed. Ponding conditions should be corrected.
k A [ 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not
overloaded from a build up of water. Perimeter/edge walls or other roof extensions 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: Chapter 15 and 16 herein and the Florida Building Code, Plumbing.
4 V , 17. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced.
Owner's/Agent's Signature:
Contractor's Signature:
Property Address:
Date:
Permit Number:
I / )1(iM) lo0 5/. MtawtT Stwres Ft . 331So
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF
I Campus Drive
Parsippany, NJ 07054
SCOPE:
MIAM1-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T(786)315-2590 F (786) 315-2599
imy.minmidadc.covIcenno ntv
This NOA is being issued under the applicable rules and regulations governingthe use•
• .
•
materials. The documentation submitted has been reviewed and acceted byMiami-Da hciatay tct E :.
Product Control Section to be used in Miami Dade County and other areas where allow i
Authority Having Jurisdiction (AHJ). ���� •
•.•.
.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counsy.Froduct • • �..
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dadeilounty) . ...
reserve the right to have this product or material tested for quality assurance purposes. Ilf4his product or.. •
material fails to perform in the accepted manner, the manufacturer will incur the expenre.ofsuoh testing .
and the AHJ may immediately revoke, modify, or suspend the use of such product or m terial within . .
their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined iry Miami -Dade.
County Product Control Section that this product or material fails to meet the requirem&uta of tZie •.. .
applicable building code. . .
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: GAF Ruberold®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 I through 30.
The submitted documentation was reviewed by Jorge L. Acebo.
MIAMIOADE COUNTY
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 1 of 30
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APPROVED ASSEMBLIES
Membrane Type: SBS
Deck Type II: Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plank
System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with
approved asphalt.
All General and System Limitations shall apply.
Fire Barrier: FireOut1 Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection
(optional) or Securocke Gypsum -Fiber Roof Board.
Anchor sheet: GAFGLAS" #80 Ultima' Base Sheet, GAFGLASn Stratavent" Eliminator'
Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid" SBS Heat -Weld' Smooth
or Ruberoid" SBS Heat -Weld'" 25 base sheet mechanically fastened to deck as
described below.
Fastening GAFGLAS" Ply 4, GAFGLAS" FlexPly'" 6, GAFGLAS" #75 Base Sheet or any
Options: of above anchor sheets attached to deck with approved annular ring shank nails
and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows
12" o.c. in the field.
(Maximum Design Pressure —45 psi. See General Limitation #7) . ' • • • • •
•
GAFGLAS" Ply 4, GAFGLAS" FlexPly"' 6, GAFGLAS" #75 Best Sheet or any ; • • •
of above anchor sheets attached to deck with Drill -Tea'" #12 MUM?: Drill -Ted" •
#14 Fastener or Drill -Tee XHD Fastener and Drill -Tea'" 3" Sthewplet%, Drill- •
Tea'" AccuTrac" Flat Plate or Drill -Tee AccuTrac" Recessedj'lrtte 'installed Z2. •.
o.c. in 3 rows. One row is in the 2" side lap. The other rows arettitillly spaced • •
approximately 12" o.c. in the field of the sheet.• • •• •
•
(Maximum Design Pressure —45 psi. See General Limitation #?) • • • • •
MIAMI-DADE COUNTY
APPROVED
GAFGLAS" FlexPly' 6, GAFGLAS" #75 Base Sheet or any of abcfve:tnchor • • •
sheets attached to deck with approved annular ring shank nails #nd tin caps at g
fastener spacing of 9" c.c. at the 4" lap staggered and in two rag r o,�. in thg • • •
field. . •
(Maximum Design Pressure —52.5 psf. See General Limitation #7)
GAFGLAS" #80 Ultima" Base Sheet, Ruberoid"20, Ruberoid" Mop Smooth base
sheet attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the
field.
(Maximum Design Pressure —60 psi: See General Limitation #7)
GAFGLAS" #75 Base Sheet or any of above anchor sheets attached to deck with
Drill-Tec"' #12 Fastener, Drill -Tea'" #14 Fastener or Drill -Tee'" XHD Fastener
and Drill-Tec' 3" Steel Plate, DrillTec'" AccuTrac" Flat Plate or Drill -Ted"
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/O5/15
Page 8 of 30
Fastening Any of above anchor sheets attached to deck approved annular ring shank nails
Options: and 3" inverted Drill -Tee"' insulation plates at a fastener spacing of 9" o.c. at the
(Continued) 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psi See General Limitation #7)
GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with
Drill -Tee'" #12 Fastener, Drill Tec'" #14 Fastener or Drill -Tee'" XHD Fastener
and Drill -Tee"' 3" Steel Plate, Drill -Tee"' AccuTrac® Flat Plate or Drill -Tee`"
AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side
lap. The other rows are equally spaced approximately 9" o.c. in the field of the
sheet.
(Maximum Design Pressure —75 psf. See General Limitation #7)
One or more layers of any of the following insulations.
Insulation Layer Insulation Fasteners Fastener
(Table 3) Density/ft2
EnergyGuard'" Polyiso Insulation, EnergyGuard" Polyiso RA Insulation,
EnergyGuard"' Polyiso RN Insulation, EnergyGuard"' RA. Composite Polyiso Insulation
Minimum 1" thick N/A N/A
Structodelt® High Density Fiber Board, EnergyGuard" Perlite Recover Board
Minimum'Y2" thick N/A N/A
EnergyGuard" Perlite Roof Insulation • • • •
Minimum 3/4" thick N/A • • N/A• • • • • `
• •• • •
Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt. • • • • •
within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application • •
Standard RAS 117 for insulation attachment. Insulation listed as base layer only shi&1 o used
•
only as base layers with a second layer of approved top layer insulation installed•as t{le •Onal • S. • • • •
membrane substrate. Composite insulation panels may be used as a top layer placelwith the • • • • •
polyisocyanurate side facing down. GAF requires either a ply of GAFGLASe Sera • • • • •
Eliminator" Perforated Venting Base Sheet laid dry or a layer of EnergyGuard'" 1'erlito Roof • • • •
Insulation or wood fiber overlay board on all polyisocyanurate applications. • • • •
•
Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GA1GL4.5; #80 •
Ultima" Base Sheet, GAFGLAS® Ply 4, GAFGLAS FlexPlyTM 6; e1AFCLASe• • • •
Stratavente Eliminator Perforated Venting Base Sheet (laid dry), Ruberoid® Mop • •
Smooth, Ruberoid® 20, Ruberold® SBS Heat -Weld' Smooth or Ruberoid® SBS
Heat -Weld"' 25 directly over the top layer of insulation. Adhere with any
approved mopping asphalt applied within the EVT range and at a rate of 20-40
lbs./sq. (See General Limitation #4).
Ply Sheet: (Optional)One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly' 6 ,
GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20
adhered in a full mopping of approved asphalt applied within the EVT range and
at a rate of 20-401bs./sq.
Membrane: One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoid®EnergyCap 30 FR
SBS Membrane, Ruberoid' 30 FR, Ruberoid® Mop Smooth, Ruberoid® Mop 170
FR, Ruberoid®Mop Granule, RoofMatch" SBS Modified Granular, Ruberoid®
Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved
asphalt at an application rate of 25 lb./sq. ± 15%.
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/15
Page 9 of 30
• •
• •
Surfacing: Optional on granular surfaced membranes; required for smooth membranes.
Chosen components must be applied according to manufacturer's application
instructions. All coatings must be listed within a current NOA.
1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat
of Approved asphalt at 60 lbs./sq.
2. GAFGLAS° Mineral Surfaced Cap Sheet, Tri-Ply° Mineral Surfaced Cap Sheet
or GAFGLAS° EnergyCap'" BUR Mineral Surfaced Cap Sheet adhered in a MI
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
3. Topcoat°Membrane, Topcoat° MB Plus (to be used as a primer with Topcoat°
Membrane) or Topcoat° Surface Seal SB applied at 1 to 1.5 gal./sq.
Maximum Design
Pressure: See Fastening Options
MIAMI DAOE COUNTY
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NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/1S
Page 10 of30
WOOD DECK SYSTEM LIMITATIONS:
I A slip sheet is required with GAFGLAS's Ply 4 and GAFGLASe FlexPIyTm 6 when used as a
mechanically fastened base or anchor sheet.
2. Minimum'/," DensDecka Roof Board or %2" Type X gypsum board is acceptable to be installed
directly over the wood deck.
GENERAL ,LIMITATIONS:
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
beat 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 P • • •
•
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If er vale of.. • . •
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable w0 • • • •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane atta t is bas • ••
on a minimum fastener resistance value in conjunction with the maximum design ley lifted within• • • • • •
a specific system. Should the fastener resistance be less than that required, as detygyqqd•by the • • • • • •
Building Official, a revised fastener spacing, prepared, signed and sealed by a Flo&iila r istered• • • •
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revisgcMttUer spacing ,> •
shall utilize the withdrawal resistance value taken from Testing Application Stand rds'f/jS 105 •Ind • • •
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure require,nepis c these • • • • • • •
areas. Fastener densities shall be increased for both insulation and base sheet as carculated 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 III 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 61G20-3 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
MIAMI•DADECOUNTY
APPROVED
NOA No.: 14-1030.02
Expiration Date: 11/06/18
Approval Date: 11/05/1S
Page 30 of 30
e..
Tile Roof System
"Delivering Excellence Every Day'
Roof System Manufacturer:
Notice of Acceptance Number (NOA):
Minimum Design Wind Pressures, if Applicable (from RAS 127 or Calculations):
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
P 2:
Maximum Design Wind Pressures, (From the NOA Specific system): -26.1 . psf
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box.
Roof Slope:
Roof Mean Height:
Method of Tile Attachment:
Alternate Method of Tile Attachment per NOA:
NA
Drip Edge Size & Gauge:_
Drip Edge Material Type:
Drip Edge Fastener Type:
—Galvinized Metal --
Hook Strip/Cleat gauge or weight
P3:
Optional Insulation:
•.••
Optional Nailable Substraieaaohment: •
Basesheet Type: ..
ASTM FELT D226 30C • ,
1-1/4" RS NAIL & TIN CAP 1-5/8"..`•
Tile Underlayment (Cap Sheet) Type:
G-Ora' 4le,sew
Tile Underlayment Attachment Method:
•
•
•
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•
• •
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•.
•
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•
A
Section E
I
MIAMI-DADE*
r
COUNTY
'Delivering Excellence Every Day'
Miami -Dade County HVHZ Electronic Roof Permit Form
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 Mt 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.�,
P2:J-68.1 �x�
P3:-100.7x�
10.289 I
0.289
11.30
Mg: 7.51 = Mr1:
.119.68 I . Mg:
-Mg: =Mr3:
29.10
MN
= Mr2:
121.59 I
NOA Mf
5 NOA Mf
26.1 NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
each area of the root then the tile attachment method is acceptable.
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
P1:
P2:
P3:
x I:
xl:
=LJ
X W:
w:
x- l' =LKw:
Description
Mean Roof Height
Roof Slope
Attachment Resistance
Minimum Attachment Resistance
Required Uplift Resistance
Tile Dimensions
�■ _ ( J x cos 0: L J = Fri: z 5 J• ' NV I"
• • • •
W: xcos 8:=Fr2:j •••�
r r NORP.
= x cos 0: J = Fr3: • . [' Nod h`'•.;
S . ••••
• •
• • •
Where to Obtain Information to complete tile calculations
Symbol
P1 or P2 or P3
Where to Find
•
•
• •
• •
• •••••
•••••.
•..
.•• • ..
• •
Table 1 RAS 127, or.by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Job Site •
• Calculated : •
Calculated
Product Approval (NOA)
• .
•
•
••
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
MiAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strew, Room 208
Miami, Florida 33175.2474
T (786) 315-2590 F (786) 315-2599
www.minmidade. nv/ccononiv
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida23uildtng Code • • • •
including the High Velocity Hurricane Zone of the Florida Building Code. • •. • • • • •
•...
DESCRIPTION: Villa 900 Concrete Roof Tile
.
•...• ..•
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cit•y, Sttttrand 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 therblhas 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 revisi • • • • • •
P cijt orFAgrige in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsemtflt oftny protttiet •
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 No.12-0308:20 and consists of pages 1 through 7:.
The submitted documentation was reviewed by Gaspar J Rodriguez.
NOA No.: 16-0711.04
Expiration Date: 09/21/21.
Approval Date: 09/01116
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material: • ..
Roofing
Roofing Tiles
Concrete
1. SCOPE
This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Rooting, LLC in Lake Wales,
FL. and described in Section 2 of 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 section 4 herein, The attachment calculationsshall be done
as a moment based system.
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Monier Lifetile LLC
Villa 900
Trim Pieces.
Dimensions
Length = 17"
Width =13"
'A" thick
1= varies
w = varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Lake Wales, FL
2.2 EVIDENCE SUBMITTED
Test Agency Test Identifier
Nutting Engineers 13343.1
Redland Technologies 7161-03
Appendix III
Redland Technologies 7161-03
Appendix
Redland Technologies P0402
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
MIAMI•DADE COUNTY
APPROVED
94-060B
94-084
P0631-01
Product
Description
Low profile, Interlocking, high pressure extruded
concrete roof tile equipped with one nail hole and
double roll ribs. For direct deck or battege hitdfh
on, mortar or adhesive seCappliegtions. • • • •
Accessory trim, concrete root Fieces for use a?
hips, rakes, ridges and vaitey termination's.• • •
Test Name/Renort
TAS 112
Static Uplift Testing
TAS 102 & TAS 102(A)
Wind Tunnel Testing
TAS 108 (Nail -On)
Test
Specifications
TAS 112
TAS 112
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DAtc
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Apr. 200b.:
Dec. 1991
Dec. 1991
Withdrawal Resistance Testing of screw. Sept. 1993
vs. smooth shank nails
Static Uplift Testing March, 1994
TAS 101 (Adhesive Set)
Static Uplift Testing May 1994
TAS 101 (Mortar Set)
Wind Tunnel Testing July 1994
TAS 108 (Mortar Set)
NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 2 of 7
Test Identifier
Letter Dated Aug. 1, 1994
Project No. 307025
Test #MDC-76
25-7183-1
25-7183-2
25-7214-2
25-7214-6
528454-2-1
520109-2
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
RT0617.02-16
2.2 EVIDENCE SUBMITTED
Test Agency
Redland Technologies'.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Tasting Services
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc. . .
American Test Lab of South
Forida
Test Name/Report Date
Wind Tunnel Testing Aug. 1994
TAS 108 (Nail -On)
Wind Driven Rain Oct. 1994
TAS 100
Static Uplift Testing Feb. 1995
TAS 102
(2 Quik-Drive Screws, Direct Deck)
Static Uplift Testing
TAS 102
(2 Quik Drive Screws, Battens)
Static Uplift Testing . .
TAS 102
(l Quik-Drive Screw, Direct Deck)
(1 Quik-Drive Screw, Battens)
Static Uplift Testing
TAS 101
25-7183
25-7094
25-7496
Feb. 1995
March, 1995
Sep. 1998�
Decr 1998 •
••••:
• • • . March 1995 •
• Pebru11996
• April 19/6
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25-7584 •.... •Decent ee L9.915
25-7804b-8
25-7804-4&5 ,.••••
25-7848-6
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•• •
•
Aerodynamic Multipliers : : Ma3•2006.
••••••
Two Patty Adhesive Set Systejn . •. April 1999
•
Restoring Moment Due to Gravity April 1do6
TAS 112 06/29/16 ' •
NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 3 of 7
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS
106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in
accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance
Office for review.
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 coda.
4. INSTALLATION
4.1 Villa 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing
Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations ,, •
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile Weight-W (lbf)
Villa 900 Concrete Tile
Tile
Profile
Villa 900 Concrete Tile
Length -I (ft)
10.94
Table 2: Aerodynamic Multipliers X. (ff)
1.425
(ft3)
Batten Application
0.289
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• • • •Width-w (ft) •
•... .•
..,•.� 1.08• •••_
S. ••
• b(43)
Direc :Deck Applica
Tile
Profile
Table 3: Restoring Moments due to Gravity - Ms (ft-ibf)
Villa 900
Concrete Tile.
3":12"
BattensI
Direct
Deck
6.79 7.70
Battens I DirectI
Battens
Deck
8.73 7.62 6.63
4":12" 6":12"
Direct
Deck
7.51
I
6":12" .. I7":12" or greater
• • • •
BattensI
Direct Battens Direct
Deck Deck
8.50 7.37 6.36
7:21
NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 4 of 7
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Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-lbf)
for Nall -On Systems
Tile
Profile
Fastener Type
Direct Deck
(min 15/32" plywood)
Direct Deck
(min. 19/32" plywood)
Battens
Villa 900
Concrete Tile
2-10d Ring Shank Nails
27.8
37.4
28.8
1-10d Smooth or Screw
Shank Nail
8.8
11.8
4.1
2-10d Smooth or Screw
Shank Nails
16.4
21.9
7.1
1 #8 Screw
25.8
25.8
22.9
2 #8 Screw
47.1
47.1
49.1
1-10d Smooth or Screw
Shank Nall (Field Clip)
24.3
24.3
24.2
1-'t0d.Smooth or Screw
Shank Nail (Eave Clip)
• _' 19.0 .
19.0
22.1
2-10d Smooth or Screw
Shank Nails (Field Clip)
35.5.
35.5
34.8
2-10d Smooth or Screw
Shank Nails (Eave Clip)
31.9
31.9
32.2
Table 5:. Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems .
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Villa 900 Concrete Tile
Adhesive'
1 See manufactures component approval for installation requirements.
2 The Dow Chemical Company TlleBond Average weight per patty 11.4 grams.
ICP Adhesives Polyset® AH-160. Average weight per patty 8 grams:
• 26.12
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••--
•...
Table 6: Attachment Resistance Expressed as a Moment - Mr VOW... )... : •.. •
for Single Patty Adhesive Set Systems• • • •
Tile :
Profile
Tile Application
Mirfimtfill Attachment •
• •Rgsi;ltance •
Villa 900 Concrete Tile
ICP Adhesives Polyset® AH-160
• • . 881.613 •
•
ICP Adhesives Polyset® AH-160
: • 45.54 •
3 Large paddy placement of 54grams of Polyset®. • '.; �-s •
••
•
4 Medium paddy placement of 24grams of Polyset®. - . ,
•'
Table 8: Attachment Resistance Expressed as a Moment Mr(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment:
Resistance
Villa 900 Concrete Tile
Mortar Sets
20.60 . .
5 See specific mortar manufacturer's Notice of Acceptance
MIAMPDADE COUNTY
APPROVED
NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 5 of 7
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5. LABELING
S.1 All tiles shall bear the Imprint or identifiable marking of the manufacturers name or logo as detailed
below, or following statement: "Miami -Dade County Product Control Approved".
LABEL FOR VILLA 900 CONCRETE TILE
(LOCATED ON THE UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
&I 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.
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NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Page 6 of 7
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PROFILE DRAWING
VILLA 900 CONCRETE Roon TILE
END OF THIS ACCEPTANCE
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NOA No.: 16-0711.04
Expiration Date: 09/21/21
Approval Date: 09/01/16
Pnge7of7
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
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 - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: BORAL TileSeal
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economv
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein
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LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, eity, state and fdltdwing
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RENEWAL of this NOA shall be considered after a renewal application has been filed and there thas e •beenvoehange
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in the applicable building code negatively affecting the performance of this product.
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TERMINATION of this NOA will occur after the expiration date or if there has been a reuiriamer change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of aiyarpiluct,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cQtttply with any section
of this NOA shall be cause for termination and removal of NOA. • • • • • •
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ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA#12-1219.01 and consists of pages 1 through 4.
The submitted documentation was reviewed by Juan E. Collao, R.A.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 1 of 4
•
ROOFING COMPONENT APPROVAL
Category:
Sub -Category:
Material:
Roofing
Underlayment
SBS
PRODUCTS DESCRIPTION:
Product
BORAL TileSeal
Dimensions
36" x 36' rolls
36" x 72' rolls
MANUFACTURING LOCATION:
1. Brentwood, NH
EVIDENCE SUBMITTED:
Test Agency
Underwriters Laboratories, Inc.
IRT-Arcon, Inc.
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
PRI Construction Materials
Technologies, LLC.
MIAMI•DADE COUNTY
APPROVED
Test
Specification
TAS 103
ASTM D 1970
Test Identifier
R14610
02-012
NEI-006-02-01
NEI-008-02-01
NEI-045-02-01
NEI-053-02-01
NEI-076-02-01
NEI-034-02-02
Product
Description
SBS self -adhering asphalt sheet material with a
white glass re -enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
Test Name/Report
Follow up Service
TAS 103
TAS 103
TAS 114 (H) •
• •'•
ASTM D 4798 & ASTM G n5 •
ASTM D 4798 & ASTM q j��• •
TAS 103 / ASTM D479$, ...
ASTM D 1970 • •...'
Date
03/28/02
02/28/02
• 04/01 /02
• • •0 /10/02
• •8/08/07
Q5/01/08
.. 02114/11
%1 9/13
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NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1:
Deck Description:
System E(1):
Base Sheet:
Membrane:
Surfacing:
MIAMI•DADE COUNTY
APPROVED
• • ••
• • •
• •
• •
• • L,
•• •
Wood, non -insulated
"S/32" or greater plywood or wood plank
Anchor sheet mechanically fastened deck, membrane adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c. the field of the roll.
One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum
6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to
obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical
strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic.
Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to
deck with approved annular ring shank nails and tin caps at a maximum 6" o.c. at the side laps.
No nails or tin caps shall be exposed.
Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile,
Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies.
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IS-.
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NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 3 of 4
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami -Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep
the deck thoroughly to remove any dust and debris prior to application.
11. When applying the membrane in the valley, start at the low point and work to the high point, rolling t,�aembrane
from the center outward in both directions. For ridge applications, center the membrane agd roll Itggi,uft centeL..•.
outward in both directions. • • •• • •
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface •t girtitg special attention d • • •• •
overlap areas.
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembyiiiment Ptoctlic�t•ContrQl.•.•
Notice of Acceptance and applicable Building Code. • •.. • •
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This targsipiece shal{be•presseh • • • •
in place and formed around the protrusion to ensure a tight fit. A second layer of BO i 4 1 leSeal underlayment •,
shall be applied over the underlayment, and sealed using an SBS modified mastic. •
15. All products listed herein shall have a quality assurance audit in accordance with the4lg ridg Buil g Cycle are • • • •
•
Rule 61G20-3 of the Florida Administrative Code. •. •
•
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below
MIAMI•DADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 4 of 4
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Boral Roofing LLC.
7575 Irvine Center Drive, Suite 100
Irvine, CA 92618
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.Eov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code. • • •
DESCRIPTION: BORAL TileSeal
• •
• • ••••
• • •
•• •
• • • •
•
.•.•
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo .oity slate anefollowing
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 andthefe has been() 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 rev14ipli cO change in tlae •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any p; uct,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This revises NOA#12-1219.01 and consists of pages 1 through 4.
The submitted documentation was reviewed by Juan E. Collao, R.A.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 1 of 4
ROOFING COMPONENT APPROVAL
Category: Roofing
Sub -Category: Underlayment
Material: SBS
PRODUCTS DESCRIPTION:
Product
BORAL TileSeal
Dimensions
36" x 36' rolls
36" x 72' rolls
MANUFACTURING LOCATION:
1. Brentwood, NH
EVIDENCE SUBMITTED:
Test Agency
Underwriters Laboratories, Inc.
IRT-Arcon, Inc.
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
PRI Construction Materials
Technologies, LLC.
MIAMI•DADE COUNTY
APPROVED
Test
Specification
TAS 103
ASTM D 1970
Test Identifier
R14610
02-012
NEI-006-02-01
NEI-008-02-01
NEI-045-02-01
NEI-053-02-01
NEI-076-02-01
NEI-034-02-02
Product
Description
SBS self -adhering asphalt sheet material with a
white glass re -enforced polyester surfacing fabric;
for use as an underlayment in sloped roof
assemblies.
Test Name/Report
Follow up Service
TAS 103
TAS 103
TAS 114 (H)
ASTM D 4798 & ASTM
ASTM D 4798 & ASTM G���•
TAS 103 / ASTM D479$ • ..•
ASTM D 1970
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• •
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. . .
•. .
Date
03/28/02
....
•..Q2/28/02
:04/b 1 /02 •
• ••
Q7/30/02. .
•.o8/d8/07 •
• QN1 /08
• • •02//4/11
Q1/29/13
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NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 2 of 4
APPROVED ASSEMBLIES:
Deck Type 1:
Deck Description:
System E(l):
Base Sheet:
Membrane:
Surfacing:
MIAMI•DADE COUNTY
APPROVED
Wood, non -insulated
1562' or greater plywood or wood plank
Anchor sheet mechanically fastened deck, membrane adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" head lap and a
6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and
two staggered rows 12" o.c. the field of the roll.
One or more plies of BORAL TileSeal Underlayment with a minimum 3" head lap and minimum
6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to
obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical
strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end laps and laps
without black selvage area shall be sealed under lap using an SBS modified mastic.
Note: When used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to
deck with approved annular ring shank"nails and tin caps at a maximum 6" o.c. at the side laps.
No nails or tin caps shall be exposed.
Approved for Approved Adhesive Set Roof Tile Systems, Mechanically Fastened Roof Tile,
....
Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. • •• ••
•
• • •
•• •
....
. .
... •
....
.
•
.•
.. • • •
• •
. .
• •
..
. •. ••
. . . .
.•• .. .. .
. . .
• .
• . .
.. .
r
.
. •
. .•
.
NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 3 of 4
LIMITATIONS:
I. Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with
applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable
Building Code.
3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities.
4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover, but may be
applied over a roofing Base/Anchor sheet underlayment.
5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of
application.
6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly
to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12".
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with
specific prepared roofing products.
8. Tiles shall be stored on battens on roof pitches greater than 6:12".
9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing
BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL
TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the
Miami -Dade County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
10. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels.. Sweep
the deck thoroughly to remove any dust and debris prior to application. • • • •
••.•
11. When applying the membrane in the valley, start at the low point and work to the high points rolling. he membrane • •
from the center outward in both directions. For ridge applications, center the membralrie• 4gc roll from•the center
outward in both directions. • • • • • • • •
12. Roll or broom the entire membrane surface so as to have 100% contact with the surface,•giving special attention to.; • • •
overlap areas.
•
•
• •••
•
•
13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assemf iy current Product Control
Notice of Acceptance and applicable Building Code. • • :
14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece slali be pressed
in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TtleSeal•nnclertaymeitt
shall be applied over the underlayment, and sealed using an SBS modified mastic. • •
15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city
and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved"
or the Miami -Dade County Product Control Seal as shown below
MIAMI•DADE COUNTY
APPROVED
END OF THIS ACCEPTANCE
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-1113.05
Expiration Date: 07/31/17
Approval Date: 03/13/14
Page 4 of 4
.'•
.
.
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
ICP Adhesives and Sealants, Inc.
12505 NW 44a'Street
Coral Springs, FL. 33065
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
eww.mia mitladc.eov/eco nnmv
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: ICP Adhesives Polyset® AH-160
• •
•
. •
S. •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logy, rtty,
statement: "Miami -Dade County Product Control Approved", unless otherwise noted hereitl.
.•..
•
•
RENEWAL of this NOA shall be considered after a renewal application has been filed and'1ltere
in the applicable building code negatively affecting the performance of this product. • •
••• .
•
. • ..
•
•
• • • • •
• •
state`alttl followiltg'
••
• • •
•
.• •
•• • •
has been no change•
• • • •
• • •
S. •
• • •
•
TERMINATION of this NOA will occur after the expiration date or if there has been: a re4ion or chapge in the.•
.: •
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an encorsei lent of !Adduct, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure td gpihply 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 14-0805.01 and consists of pages 1 through 11.
The submitted documentation was reviewed by Alex Tigera.
MIAMN]ADE COUNTY
APPROVED
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
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 foam adhesive
Polyset®AH-160
ICP Adhesives Foam N/A Dispensing Equipment
Dispenser RTF1000
ICP Adhesives ProPack® N/A Dispensing Equipment
30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
. . • .
.. . .... •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NO4 which list attachment
resistance values with the use of 1CP Adhesives Polyset® AH-160 roof tile adhesive. ••
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
....
. .
....
..•
• . .
• •
..
• • •
. . . . •
..• •. •. .
• . .
• .
•
.
•
Resells •
1.6 lbs./ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
.
• • • •
..
Note: The physical properties listed above are presented as typical average values as determined by
accepted ASTM test methods and are subject to normal manufacturing variation.
MIAMI.OADE COUNTY
APPROVED
• .
•
.•
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 2 of 11
EVIDENCE SUBMITTED:
Test Aeencv
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
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/Renort
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
11/16/94
01/16/95
03/14/96
04/18/12
02/21/12
10/23/98
•..•
....
12 8198
...•
.
.. .
• . .
• ..
9i/.02/i9
• .
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire ratntg.;
2. 1CP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof tile adhesive
with their tile assemblies shall test in accordance with TAS 101.
5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and
Rule 61 G20-3 of the Florida Administrative Code.
.
.
•
MIAMI•DADE COUNTY
APPROVED
.
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 3 of 11
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. 1CP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having
jurisdiction.
5. Calibration of the ICP Adhesives Foam Dispenser RTF1000 dispensing equipment is required before application
of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between
1.0-1.15 (A): 1.0 (B).
6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF 1000 or ICP
Adhesives ProPack® 30 & 100 dispensing equipment only.
7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives
Polyset® AH-160 has been dispensed.
9. ICP Adhesives Polyset® AH-160 placement and minimum patty weight shall be in ac; ordqpce with •
'Placement Details' herein. Each generic tile profile requires the specific placement nbbtd herein. • •• • " •
•
....
MANMADE COUNTY
APPROVED
.
. • .
.... . •• .
.• ••
.
.... . ..
. ...
. . . . .
..• •• •• .
• . .
• . • .
•
•
•
.
• ..
.. . ... • • •
..
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 4 of 11
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Minimum Paddy Contact
Area
Minimum Paddy Gram
Weight
Eave Course Pr Flat,Low, High
All Eave Course
17-23 sq. inches
45-65
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
head of tile 9-11 sq. inches at
overlap
12 grams per paddy
Two -Piece Barrel (Cap Tile)
Two Piece
2 Beads (1 each longitudinal
edge) 20-25 sq. inches each
bead
17 grams per bead
Two Piece Barrel (Pan Tile)
Two Piece
65-70 sq. inches
34 grams under pan
LABELING:
All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the• • •
manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" orthelvfiami•
Dade County Product Control Seal as shown below. •
BUILDING PERMIT REQUIREMENTS:
MIAMI'DADE COUNTY
APPROVED
•• • •.••
•
....
•
.••• •• •
• • • • •
....• . • S.
• •..
• • •• • •
As required by the Building Official or applicable building code in order to properly evaluaff'thhinstallatibn olhis •
• •
• •
system.
• • •
• • • •
MIAMI DADE COUNTY
APPROVED
• •
• • •
•. . • • • • • •
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 5 of 11
rr�
19 1940*.,
2tx.wld• • .
taw Course ---
ADHESIVE PLACEMENT DETAIL # 1
NA Thump h plastic cement Paddyla•n•ashTJ•)
;when ,.quIr•d►s .--,
Undirla m•ne r �'/ `N \
Bitten, op1ionhl
NMI through plastic cement
When required)
1
Softens optional r
'kiddy Ilion••th Tlrl
-'`•10In&
y�1�1
d'e gave Closure
Fascia
MIAMI•DADE COUNTY
APPROVED
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 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 apAroorimately 1•',7.
(109.7 cm2) — 23 (148.4 cmi) square ins b adhesive •
•
contact with the underside of the filet • • •
•
• • • •
• •
• • • •
•• •
• • •
• ••
• ••••
• • •• • •
•• •• •• •
High Profile / Single Pan t•?1`ife: •
•
• •
•
•
•
•
• •
•
1. Starting at the eave coutra•a,ly a Fjliiiimujn 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 nflpxfoam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlook 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.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 6 of 11
•
r
ADHESIVE PLACEMENT DETAIL # 2
Battens optional
6ay.0o111114_
Nail ihroaph plastic cement
iwhen required'
MIAMFDADE COUNTY
APPROVED
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 of the tile closest to the overlook 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 overlook of the tile
being set.
3. Continue in same manner. Insure approximately 10"
(64.5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Medium Profile / Double Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1':c25 Kim) foam addy
onto the underlayment positionec as shgrp.under the
pan portion of the tile close t (mlle overlocic of the •
tile being set. Insure approxipqpjely 17 (1.09.'j cm2)
23 (148.4 cm2) square inch oillgfive cojltali 44ith the.....
underside of the tile. . •... • • •
• • • .
••• ••• •• •
2. At the second course, appi�•atltinimum 2" (50.8mm) •
x 7" (177.8 mm) x 1" (25.4 mm)•foam 1§44}, Tito tilt. • • • •
underlayment positioned a;s shj n under the pan •
portion of the tile closest tcfThe dverloclt'tff.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.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 7 of 11
•
•
•
MIAMI•DADE COUNTY
APPROVED
ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED)
High Profile / Single Pan Tile
1. Starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
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 17"
(109.7 cm2) - 19 (122.6 cm2) square inch adhesive
contact with the underside of the tile. .. .......
. • ..
. .
. ....
. . . .
.. . .... .
....
.
.
. • •
.... .. . • .
• .•
.... ...
. ...
. . . . .
..• .. .. •
•
. .
• . •. .
• .
•• . . •.
.. . ... .
.
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 8 of 11
ADHESIVE PLACEMENT DETAIL # 3
Rat/Low Profile Tile
Nail through plasdcarnent
*hen required)
Eave Course
MIAMI.DADE COUNTY
APPROVED
Single paddy under Me
Paddyibetween ales)
Medium Profile Tile
Pa dy Dander Ulm
Eave OosUre
Pride
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 in2 (109.7-148.4 cm2) 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, or under the
pan portion of the tile, closest to the underlock for
the second course tile to be installed. Insure
approximately 8-9 in2 (51.6-58.1 cm2) of adhesive
contact with the underside of the tile.
••••
(Instructions continued on.pext page) •
• • •
•• • • • • •
•
•
• •
••••
•
• • •
• • • • •• • • •
• • • • •
• • • • • ••
• • • •
• • • • •
•• •• •• •
• •
•
• •
• • • •
• • • •
• • •
• • • ▪ •
• • I • • • • . •
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 9 of 11
• s
ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED)
Hail through plastic Single paddy under tile
lwhen required)
Battens
optional
mgleoaddr
ironunderlaymen
#x aim
Single 2x4in
paddy on
topef die
loin.
Paddylbetween tiles)
Paddy !under tilei
Fascia
Weephole
Eave dosure
Drip edge
MIAMI DADE COUNTY
APPROVED
High ProtiloTile
3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/"
(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.
• •
• • ••••
• • • •
•• • ♦••• •
• •
••••
•
• • •
•••• •• • • •
• • • • •
•••• • ••
• •••
• • • • •
•• •• •• •
• •
•
• •
• • • •
• • • •
• • • • •
• • •
•• • ••• • • •
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 10 of 11
ADHESIVE PLACEMENT DETAIL
TWO PIECE BARREL
1) Place enough adhesive to achieve 63 to 70 sq.In.
in contact with the pan tile.
2) Turn covers upside down. Place adhesive In
to 1 In.from outsldeedge of cover tile.
Then Install the tile. Ensure 20 to
25 sq.in. contact area.
Underlayment
Fare closure
(meter shown)
Weephok Fasda Board
Steep pitch appliadons
when required)
Sheathing
Remove top portion of the save course cover tIle.Abut to second course of
pan tiles. Ensure ears end of pan and cover tiles are flush at Gave line.
Two Piece Barrel - High Profile Tile
MIAMI-DADE COUNTY
APPROVED
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 the underside
of the tile. Apply a minimum 1" (25.4 mm) x 10"
(254 mm) bead of adhesive directly on the inner
edge of each side of the cover tile. Leave
approximately 3/4" (19 mm) to 1" (25.4 mm)
from the outside edge of the tile, inward, free of
foam to allow for expansion.
.••
• •
4. Turn cover tile ovefaller tbam is applied
and •'
place onto pan tile sek•Insure nimum cafe••:.
20 (129 cm2) - 25 (1.61 4crn2) square•inch •
•
contact area on eacll sitie• the crgr file to the •
pan tile. Continue in smile manna. Ttitn away •; • •
any cured exposed fd'ar lidhesivg.•P4ifl ing of• • • • •
longitudinal edges dithnover tilt 'are'
considered optional • • '•
•
• • •
5. When additional nailing is requirgQa2" j50.8
mm) x 4" (101.6 mm) nailers or the tfq Vire
system using galvanized, stainless steel, or
copper wire and compatible nails may be used.
END OF THIS ACCEPTANCE
•
NOA No.: 16-0315.01
Expiration Date: 05/10/17
Approval Date: 04/07/16
Page 11 of 11
•
Testing Agency Name:
Address:
Telephone:
Fax:
Email:
Representative Name:
Title:
SITE SPECIFIC. INF
Roofing Contracto
Job Address:
Contact. Name:
Owners Name:
Type of Tile:
Roof Height:
Job Access:
TAS 106
TEST RESULTS REPORT
GENERAL INFORMATION
A+ Engineering Testing Lab, LLC.
7066 SW 44 St Miami F133155
305-668-5792
786-513-3754
aplusetlnu,vahoo.com
Eng. ABDIAS H. SAENZ
P.E # 69687
ATION2
ROCHE ROOFING INC.
189 NW 100 ST, MIAMI SHO'
ROGER
OBERTO 0. PEREZ
VA
ROLL
S, FL 33150
12 feet
LADDER
Approximate Square Footage of Roof:
Required Testing Force: 35 LBS
��. SA.... .,'
ows
�\5 NSE • ##,
gyp:. G 6g'I-�
6•
N°
Roof Pitch:
4/12
Gate:
Certification No. 16-0413.03
Permit #:
PH: 305-220-
Date Installed:
NO
2.00 SQ. Date Tested: 12/06/17
Testing Equipment: M2-100, S-3741465
TEST LOCATION
PASS
FAIL
CORNER
03
-
PERIMETER
08
-
RIDGE
00
-
FIELD
05
-
TOTAL:
16
-
_-,
SSIONP%%•
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS
THIS REPORT IS NOT GUARANTEED IN CASE OF NATURAL DISASTERS.
A+ Engineering Testing Lab
ROOF DIAGRAM
189 NW 100 ST, MIAMI SHORES, FL 33150
(PERMIT #RF-4-17-1142)
7066 SW 44 St Miami FL 33155 PH: 305-668-5792 Fax: 786-513-3754. aplusetl@yahoo.com
A+ Engineering Testing Lab. LLC
7066 SW 44 St Miami, FL 33155
PH: 305-668-5792
FAX: 786-513-3754
INSPECTION REPORT
May 25, 2017
CONTRACTOR: Roche Roofing Inc
JOB SITE: 189 NW 100 ST., Miami Shores, FL.
Dear Building Official:
I hereby attest that to the best of my knowledge and professional judgment, the above -mentioned roof system satisfies
the requirements of the Florida Code in effect in 2014 and with the plans summited.
My statement is based on the following details:
visual observation and a Zircon MultiScanner HD900 to locate the tin caps, a plug was performed to verify the
roofing systems used and also was verified with pictures provided by roofing contractor. These tests were done to
examine the construction method employed.
Slope= 1/8" / 12 pitch/ 8 ft mean ht.
Base Sheet= Wood Deck
1 Base #75 1-1/4 RS nails 5/8 tin cap
FIELD 9 OC @ LAP 2 ROWS @ 9 OC
PERIMETER 6 OC @ LAP 4 ROWS @ 6 OC
CONER 6 OC @ LAP 4 ROWS @ 6 OC
2 Ply IV Hot Mop
1 Ply Mineral Surfaced Cap Sheet Hop mop
Please do not hesitate to contact my office if you have questions regarding this inspection.
Sincerely,
//Y.2 -
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713. Florida Statutes, the following information
is provided in this Notice of Commencement.
CFN: 20170230804 BOOK 30507 PAGE 4473
DATE:04/25/2017 09:28:12 AM
HARVEY RUVIN, CLERK OF COURT, MIA-DADE CTY
p y f above reserved for use of recording office
1. Legal descnptiOn of property and street/address: . I141 N+n/ _101 4 Si tav ,..V , FL r 33(a,
2. Description of improvement: {piti� LQ 1'- Sr Tt,)1
3. Owner(s) name and address: fau �l��C2 fi3 sr Mitth5? SDre , Pt, 35(50
interest in property' Fee Sto4ple
Name and address of tee simple titleholder: �
4 Contractor's name, address and phone number: PLiA6 Rm4h 4(O( 5 7)�
.J corm he, 5_3455
U6)226-7643
5. Surety: (Payment bond required by owner horn contractor. A any)
Name. address and phone number:
Amount of bond S
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)7., Florida Statutes.
Name, address and phone number.
6. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section
713.13(1xb), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement:
;tile eaprat on sate .s 1 year eom the sate of reeorOrka Wf.ess a ,afferent sated spec,Leel
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713. PART I. SECTION 713.13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signatures) of , ; s)' Authorized Officer/Director/Partner/Manager
Prepared By Prepared By
Print Name JIL / r i _42— Pnnt Name
TRIe/Oftice
STATE OF FLORIDA
Title/Office
COUNTY OF MIAMI-DADE
The yygqree9gpping iEstrum.ent wo acknowledged before me Ih.s
By Kob¢rTD IZ ere2
J Individually, or 7 as
'/ for
J Personally known, or .ah oduced the following type of identif
Signature of Notary Public:
Pnnt Name:
(SEAL)
VERIFICATION PURSUANTIQSECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts Stated iY are true, to the best of my knowledge and belief.
Signature(s) of
By
OJ(A,soe'ey
DI Sur- 3_Ave
miawe y FL 23155
2.017
ORLANDO PEREZ
Notary PIIOIIa - SMO of Flprlea
Owner(s)'s Authorized Officer/Ovector/PartnedMana - •- " �us� Ion P FP 21247E I
*.y _Azores_ Mu 22, 2011(
By