ROOF1407-0232-ApplicationCity of Parkland, Florida
BUILDING PERMIT APPLICATION
�4 � ,,Q www.cityofparkla�}d.or(�� (��/ � � j`� (101/1/learahaj
Contact Person:w' 'v1Phone #:"I �'7 u/0' E-mail: t ALL OF THE FOLLOWING MUST BE FILLED IN BY APPLICANT, ACCORDING TO FS 713.135:
.;
(loon:
`T I ncirl J r ,u / Cb 610I nCi \ r X41 : r ``/j/ Ol •(j �
cONTRAtrbR �1 / �'^ / 1 r" _ ' /// i
STREET E1 ppos .
PROPERLY.
OWNERS NAM
OWNER S
STRE
CITYY..:^
SITE
ADORE
LOT
WORK DE
q-sc0o
e t-6
Application is hereby made to obtain a permit to do the work and installation as indicated. I
certify that no work or installation has commenced prior to the issuance of permit and that all
work will be performed to meet the standards of all laws regulating construction in the City of
Parkland, Florida. I understand that a separate permit must be secured for ELECTRICAL
WORK, PLUMBING, SIGNS, WELLS, POOLS, BOILERS, TANKS, AIR CONDITIONERS,
ROOFING, SHUTTERS, ETC.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCMENT 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
;PLF E [ 11 .NAM O QUA •R3�WNI I
FLORID9
SIGNATUE
X
On this
NO ' BUC, STATE OF FLORIDA
day of
axle i--.
1//712,0 -
JOf!o Q[r,xLo
20 1 4, before me, the undersigned Notary Public of the State of Florida, personally appeared
and whose name is subscribed to and within the instrument, and he/she acknowledges that he/she executed it.
Witness my hand
and official seal.
NOTARY PUBUC
SEAL OF OFFICE:
PRINTED NAME OF NOTARY PUBLIC /
❑ Personally known to me, orA-.d,Produced identification ❑ Oath taken ❑ Oath not taken
on is
X r- /
, 20 before4e, the undersigned Notary Public of the State of Florida, personally appeared
and whose name is subscribed to and within the instrumeM, and he/she acknowledges that he/she executed it.
Witness my hand
and official seal. CHANTELVALLE
MY 001,11,88SION FF 088313
NOTARY PUBLIC
54, 4 * EXPIRES; Novimbet 7, 2017
OWNER'S AFFIDAVIT: I certify that all the foregoing informati
accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
On this
day of
:7 to mai(' _
v'V01 l u
Y � Q J L
OR a
PRINTED NAME OF NOTARY PUBLIC
❑ Personally known to me, or
Application Approved By
SEAL OF OFFICE: ,rte. gam Nil ddprtNary 8enka
�µtr
J 11.10 BUNKO
MY COMMISSION Il FF 094902
EXPIRES: February 23, 2018
Banded Thru Budpr Notary ixrica
Produced identification ❑ Oath taken ❑ Oath not taken
Permit Officer
Date
REV. 07/07
PERMIT NO
SUB -PERMIT
SUB -PERMIT
SUB -PERMIT
ROOF1407-0232
�Ple l f40d4.41-,
PERMIT TYPE
STATUS
FEES CHARGED
JOBVALUE
REROOF
APPROVED
$712.76
$45,000.00
DESCRIPTION
APPLIED ISSUED
FEES PAID BALANCE DUE
OWNER
REROOF TILE
07/30/2014
$90.00 $622.76
TRIPLE I HOLDINGS LLC
" I &e•KaeL0 1204*&rf
Printed• Mnnrlav 75 Aiianct 7(11d
1 of 1
1°
tL
0
prepared by and return to:
Richard G. Cherry, Esq.
Attorney at Law
Cherry, Edgar & Smith, P.A.
8408 N. Military Trail Sake 123
Paha Beach Gardens, FL 33410
561-471-7767
File Number: RGC11275.136
Will Call No.:
'Space Above This tine For Recording Data)
Special Warranty Deed
This Special Warranty Deed made this 15th day of July, 2014 between Iberiabank, a Louisiana state -chartered
bank whose post office address is 5310 East State Road 64, Bradenton, FL 34208, grantor, and Triple I Holdup, LLC, a
Florida limited liability company whose post office address is 5722 S. Flamingo Road, Suite 135, Cooper City, FL
33330, grantee:
(Whenever used haeia the tams grantor and grantee include all the parties to this inaoroment and the heirs. legal representatives. and assigns of individuals,
and the successors and assigns of corporations, vests and trustees)
Witnesseth, that said grantor, for and in consideration of the sum TEN AND NO/I00 DOLLARS (510.00) and other good
and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has
granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,
lying and being in Broward County, Florida, to -wit:
Lot 27, Block 3, Leas all that certain portion of the right of way of Riverside drive lying Westerly and
adjacent thereto, of PARKLAND LAKES P.U.D., according to the map or plat thereof as recorded in
Plat Book 102, Page 44, Public Records of Broward County, Florida.
Parcel Ideadfcadon Number: 474135.02.1150
Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
To Have and to Hold, the same in fee simple forever.
And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the
grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said
land and will defend the same against the lawful claims of all persons claiming by, through or under grantors.
In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written.
Signed, sealed and delivered in our presence:
State of Florida
County of Palm Beach
The foregoing instrumem was acknowledged before
corporation, on behalf of the corporation. He/she 1
identification.
[Notary Seal]
Special Warranty Deed - Page 2
this 1S01 day of July, 2014 by Dan Begley of IberiaBank, a Florida
is personally known to me or [X] has produced a driver's license as
Notary Public
Printed Name:
A n rr 1 (1 �i yvt c45
My Commission Expires: "7" r' -r
,, ANNABELL S]MOES
A'• %`1' = Notary Public - State of Florida
Commission #FF 111951
Ifocip. ' My Commission Expires
Apr1128,2018
DoubNTimM
7/24/2014. '8201 BLUE RIDGE LANE
BR WARD
COLN TY
8201 BLUE RIDGE LANE, PARKLAND
IBERIABANK
ATTN: REO DEPT
5310 E STATE ROAD 64 BRADENTON FL 34208
'PARKLAND LAKES P.U.D. 102-44 B LOT 27 BLK 3
Millage
Use
4741 35 02 1150
3012
01
The just values displayed below were set in compliance with Sec. 193.011, Ra. Stat., and include a
reduction for costs of sale and other adjustments required by Sec. 193.011(8).
Click here to see 2013 Exemptions and Taxable Values to be reflected on the Nov. 1, 2013 tax bill.
$247,130 ( $636,710 ) $883,840
$247,140 x$495,540—/ $742,680
$247,140 $484,590 $731,730
Assessed /
SOH Value
$883,840
$725,790
$713,660
Tax
$14,176.32
$13,887.95
$883,840 $883,840 $883,840 $883,840
Portability 0 0 0 0
Assessed/SOH $883,840 $883,840 $883,840 $883,840
Homestead 0 0 0 0
Add. Homestead 0 0 0 0
WidNet/Dis 0 0 0 0
Senior 0 0 0 0
Exempt Type 0 0 0 0
$883,840 $883,840 $883,840 $883,840
Type
9/17/2013 WD -D $746,600 111814899
12/13/2005 WD $932,000 41191 / 61
8/25/2003 WD $547,000 35957 / 60
10/1/1990 WD $327,273 18561 / 599
8/1/1989 WD $353,900
Special Assessments
30 G
R 1
http://www.bcpa.net/Reclnfo.asp?URL Folio=474135021150
$5.00
Type
49,425 SF
Adj. Bldg. S.F. (See Sketch)
6017
1/5/3
1/2
INSTR # 112429133, OR BK 50961 PG 1241, Page 1 of 1, Recorded 07/25/2014 at
09:52 AM, Broward County Commission, Deputy Clerk 3370
/aFTER RECOIr,PING - RETURN TO
PERMIT NUMBER:
NOTICE uF • + •'I rV1ENCEMENT
The undersigned hereby gives notice that improvement will In . , certain real property, and' in accordance with Chapter 713,
Florida Statutes, the following information is provided in th, t Commencement.
I DESCRIPTION OF Pp} �O (RTY egal description of dee proper..�[7 ..Iddress, if available) TAX FOLIOLIJNO.:
SUBDIVISION pGi 5..� iC&:_K✓ BLOCk .. .RACY LOT / BLDG UNIT
D 1 bk k1 C. LCA. RI . Ker i%1Ci r c-P-7-�( `7
Z. GENERAL DESCRIPTION OF IMPIi0 VEMENT:-y / y<` i• ('s Ji m
gty13J0211
J. OWNER INFORMATTtI..O�N OR LESSEE INFO' TIO IF TUE 1 t -/ N RACTED FOR TBE I FRO VEMENT:
a Name and address. 1 1 /�f��j�--(�Q/�(�� / //`jj�� i MO I`/,Y'O 1 KC V S�
b In:creel in property--___--'--_�- ta'—•� - , (ct 1 CtJ ca v kV id
c. Name and addrua of fee simple titleholder (if different from Onmer hoe.,,
4 a CONTRACTOR'S NAME: TORNADO ROOFING in4-+'0�.1-C
Conlrauoi,address: 1905 MEARS-PARKWAY, MAN! FL 33063 ' b.Phone umber
S. b • TY (if •pplieable, a copy of the payment bond is attached):
• Name and •rain
b Phone number
6. a LENDER'S NAMP\
Lender's address.
7 Persons within the State of Florida dcsigna Owner
Section 713.13 (I) (a) 7., Florida Stahttes;
+ Name and address:
b. Phone numbers ordcsigneted persons:
8 a. In addition to himself or herself, Owner d sees _
to receive a copy of the Lienor's Notic •rovided in Stchutt
b. Phone number apeman or soil .gnat ed by Owner:
9. Expirati • • • notice of commencement (the expirahln, a .
to the contractor, but will be 1 year from the date or , r.
WARNING TQ OWNER: ANY PA 1 t NTS.MLDE BY THEOwNI
ARE CONSIDERED IMPROPER 'AYMENTS UNDER CHAPTER
RECORDED AND POSTED Q)J THE TOB SITE BEFORE THE FIRS
WO /QUA LENDER OR AN AIIORNEYBEFORE COMhET+i'U
Under penalty of perjury, I declare that I have read the foreguu4.
the best of my Icnowledgyyfind belief
l
(SIgn•fure of Own&,f or Lessee r Owner's or Lessee's
Authorized Officer/Dire artn. (•/Manager)
State of /b rrC
County of /3�ULJJGt, rCX
7 1. 0 J: ' . N. t .d
la.l• : • I .ulVkl
The foregoing instrument was aokknow;edgedbeff re me this
/ `
by O 1?CL jf a )15a
(name of person)
for
(name of party on behalf of whom instrument was execur
Personally Known or Produced Identification 1•
4°N. CHANIELYMLE
. )1rcoI Sia 4 .( 3
*A • • * EXPIRE$: Novsi fiber �1, � ' 17
7%0$. • Sll son N 6
tAtyseek
Pm, :041.11 ( Recording)
,mount of bond. S
b. Phone n
(954) 968-8155
•1otices or other - . umcnts may be served as provided by
of
(b), Florida Statutes.
�tol bo before the completion of construction and final.,,
,,,tless a different date is specified): , 20
I
LR THE EXPIRATION O1THE1'1QflCE O - COMMF.NC man.
.1+. 1 1. SECTION 713.13. FLORIDA STATUTES. AND CAN C
cis. 'PER Y A NOTICE OF COMMENCEMENT MUST BE-
,'1 : "CION. IF YOU INTE D TQ OBTAIN FINANCING. CONSULT ,n
• : • c • 1. • J: . tl _ • • ulula •17utb1J
.1 commencement and that the facts stated therein•`are true to
-i-a mcLY ietAi
et
(Print Name and Provide Signatory's Title/Office)
4 tayof e L,I] ,20 It
,,ype of authority, .. e.g. officer, trustee, attorney in fact)
•J Produced
(S gY
nature of Notary Public)
trot, Type, or Stamp Commissioned Name of Notary Public)
DriYerS LiCW55
Date:
Statement of Intent
Section 553.844 Florida Statutes Rule 9B-3.0475
City of Parkland, Building Department
6600 University Dr
Parkland, Fl. 33067
Re: Hurricane Mitigation for: kod- LL&
Owner: T it t
Property Address:
Lot • 2-7
Permit Number:
1, (Name)
Block
Subdivision
07 O23Z Roofing Contractor
l4' ciS vr�
(license number)
Personally inspect the above property for compliance to Section 553.844, Florida
Statutes, and Rule 9B-3.0475 Hurricane Mitigation Retrofits for existing site -built single-
family residential structures. In the event that any work will be required, I understand
that I will be responsible for obtaining a permit to do the work.
I also acknowledge that this letter of intent is to be followed up by a Mitigation
compliance certification (Re -strapping Affidavit) prior to the final roof inspection.
Qualifier's Signature Date
Rev 1/29/2014
TRIPLE HOLDINGS 1407-0232
Michael Guerasio
intent letter must come from someone licensed in the structural
discipline under F.S.468 excluding standard roofing inspector.
PARKLAND
REROOF
SPECIFICATIONS
3,\\\'\c -DQ_
t+_ -
t3il41l�-�
0
811.111-t eri-21-e42_ a73'
f/5>/
ROOF ASSEMBLIES ANO ROOFTOP STRUCTURES
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION
Florida Building Cude Edition 2010
High -Velocity Hurricane Zone Unitorm Permit Application Form.
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Low Slope Application
Prescriptive BUR -RAS 150
IAS
Concrete or Clay Tile
Metal Roofs
Wood Shingles and Shakes
Other
IRequired Secrinns of the
Permit Application Form
I Attachments Required
See List Below
A i3 i. 1 1,2,3,4,5,6,7
A,R.0
AB,I�
A,14 E
A H (a 1,2,3,4,5,6,7
A.H,1 1,2,4,5,6,7
As Applicable 11,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16 or If Applicable, RAS 127 or RAS
4.
5.
6.
7.
Other Component of Product Apo row al
Municipal Permit Application
Owners Notification for Roofing Considerations (Reroofing Only)
Any Required Roof Testing/Calculation Documentation
2010 FLORIDA BUILDING CODE — BUILDING
15.33
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High -Velocity Hurricane Zone Unih,.n, Permit Application Form.
Section A (General informatioal
Master Permit No. 'j� t�%� % �i ( _�_ Process No.
Contractor's Name 102,1 IV1(1 �.J ` t ��FC ,O_A Cc' 4 CH
Job Address R 2 01 .R I ((Q 6e. p r i I CG r)CY L 3gdz 1
ROOF CATFUOuv
❑ Low Slope ❑ Mechanically Fastened Tile Mortar/Adhesive Set Tile
❑ Asphaltic Shingles 0 Metal Panel/Shingles 0 Wood Shingles/Shakes
0 Prescriptive BUP RAS 150
ROOF TYPF
0 New Roof °roofing 0 Recovering 0 Repair 0 Maintenance
ROOF SYSi E M
INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
Total (SF)
Section B (lsot P al n)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow.dralns.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
us
15.34 2010 FLORIDA BUiLDINQ•CODE— BUILDING
ROOF ASSEMBUES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High -Velocity Hurricane Zone uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: Ei'7lire
Notice of Acceptance Number: OS 1U OZ
Minimum Design Win Pressures, if Applicable (From RAS 127 or
Calculations): _ /
Pi tP P2: -(D P3: —1004
Rooj Slope:
5` :121 .
Ridge Va71), ion?
Steep Sicned Root System Description
Deck Type: I
Type Underlayment:
Insulation:
Fire Barrie
Mean Roof Height: N
'5.36
OA -
Fastener rye & Spacing:
k4ovd sig
ia
(i. t,4_ ro`v/)
Adhesive Type: 1 1 'l !e./. ,4- I -i t t
vile Cap Sheet:
Roof Covering:
Type & Size
Drip Edge:
a4o ib
c'o, wte -htei
2010 FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High -Velocity Hurricane Zone Unit .rm Permit Application Form.
Section C (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(If a component is of used, identify as "NA")
System Manufacturer:
Product Approval No.:
Design Wind Pressures, From AS 128 or Calculations
P1: P2: P3:
Max. Design Pressure, from the speci 'c Product
Approval system:
Deck:
Type:
Gauge/Thickness:
Slope:
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Bass_.Sheet_Fasfener/Bonding Material:,
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
2010 FLORIDA BUILDING CODE - BUILDING
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Field: _" oc @ Lap, # Rows @ " oc
Perimeter: " oc @ Lap, # Rows _ ®" oc
Corner: " oc @ Lap, # Rows @ oc
Number of Fasteners Per Insulation Board:
Field
Perimeter Corner
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counter- Flashing, Coping, Etc.
Indicate: Mean Roof Height, Parapet Height, Height of
Base Flashing, Component Material, Material Thickness,
Fastener Type, Fastener Spacing or Submit Manufactur-
ers Details that Comply with RAS 111 and Chapter 16
Parapet
Height
Mean
Roof
Height
15.35
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
HIgh-Velocity Hurricane Zone Unttot m Permit ApplICation Form.
3 1 _(Tile Calctilptions)
ForMomenl based tile systems. choose either Method 1 ort. Compare the vakw. 4... &I with the values from Mr. If the Mr values aro greater than or
equal to the Mr induct, far each area of the root then rite file attachment men" .+ .s .. cepubls.
Method t "Moment baud Tile C. a+wO w Per RAS 127"
) - Mgt : M, , _ _ Product Approval Mr
(P2; x a _ ) -1481-
Mg: Product Approval Mr
Product Approval Mf
(Pt: xk
(P3: x>L = )-Mg: =M,
Method 2' Si plil(ed Tile TableBel
Required Moment of Resistance (Mr) From Table 13etows k Produ • e pp .wal MA')
mr required Moment Resistance*
Moen Root Haight -,
Roof Slope 4, 16' 20' 26' 30' 40'
I2:12 34.4 36,5 38.2 30.7 42.2
I 3:12 32.2 34.4 36.0 37.4 39.8
I 4:12 30.4 33.8 35A 37.3
6:12 28.4 1 30.1 31.6 32.8 34.9
I 6:12 26.4 I 28.0 29.4 30.6 32.4
I 7:12 24.4 I 25.9 27.1 28.2 30.0
'Must be used in conjunction with a list of moment bated lite systems ondorvt t.v ..,r Brevard County board of Rules and Appeals.
For Uplift based the systems use Method 3. Compared the value* for F with the values tnr Pt. lrmar valuer are greater thin or equal to the Pr values,
for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based TileCalc'.L mos t'erRAS 127"
(P1: xL sexw:=: )-w: xcos 4
(Pl: x L x w• >< )- W x cos
(P3• xL = xw ir x cosh
Description
F,. Product Approval P`
_ } r Product Approval F'
Product Approval P
Where to Obtain Inforrnation
Symbol Where to find
Design Pressure P1 or P2. or P3 RAS127'feo+r t... oyInengineering analysis prepeecdbyPBbasedonASC67
Mean Roof Height L1 Job She
Roof Slope 0 Job Site
AerodyneruleMultiplier 2 Product ap,..••.ei
Restoring Moment due to °cavity Ma Product App .si
Attachment Resistance Mr Product App •vat
Required Moment Resistance iNt Calculated
Minimum Attachment Resistance P' Product App,. .'
Regnired Uplift Rrsslsumce Fr Calculated
Average TUe Weight W Product AR,' ''4,
Tile Dimensions
L = length
W = width
Product ANA, •vat
All calculations must be submitted to the building official at the time of permit apl•'•c'n'•on.
2010 FLORIDA BUILDING CODE -- BUILDING
15.37
CHAPTER 15 SECTION 1524
HIGH VELOCITY HURRICANE ZONES
REQUIRED OWNERS NOTIFHCATroN FOR ROOFING CONSIDERATIONS
1524.1 Scope. As It pertains to this section, it is the resp onsiblllty of the roofing contractor to provide the
.owner with the required roofing permit, and to exploit ' to the owner the content of this section. The
provisions of Chapter 15 of the Florida Building Code, %tiding govern the minimum requirements and
standards of the Industry for roofing system installations. Additionally, the following items should be
addressed as part of the agreement between the ov, i per and the contractor. The owner's Initials in the
designated space indicates that the Item has been m..piained.
1. Aesthetics -workmanship'. The workmanship , .�ovistons of Chapter 15 (High -Velocity Hurricane
Zone) are for the purpose of providing the ro. ping system meets the wind resistance and water
intrusion performance standards. Aesthetics 4 appearance) are not a consideration with respect
to workmanship provisions. Aesthetic Issues su :h as color or architectural appearance, that are
not part of a zoning code should be addressors as part of the agreement between the owner
and the contractor.
4 2, Renalling wood decks: When replacing rooting, the existing wood roof deck may have to be
renalled in accordance with current provisio' is of Chapter 16 (High -Velocity Hurricane Zones)
of the Florida Building Code, Building. (The rt. .t deck is usually concealed prior to Removing the
existing roof system.)
4 �v 3. Common roofs: Common roofs are those vvh). h hove no visible delineation between neighboring
units (fe„ townhouses, condominiums, etc j ip . r uildings with common roofs, the roofing contractor
and/or owner should notify the occupants or N tjacent units of roofing work to be performed.
')/' 4. Exposed ceilings: Exposer(, open beam ceilings are where the underside of the roof deckingcan
be viewed from below. The owner may wish t: 1 maintain the architectural appearance; therefore,
roofing nail penetrations of the underside of i! to decking may not be acceptable. The owner
provides the option of maintaining this appeHr•-ince.
vi/ 5. Ponding water: The current rodf system and/4deck of the building may not drain well and may
cause water to pond (accumulate} in low-tylriw 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 ,s removed. Ponding conditions should be
* X11 corrected.
6. Overflow scuppers (wall outlets); it is required peat rainwater flow off so that the roof is not
overloaded from.a buildup of water. Perimetrt, /edge wails or other roof extensions may block this
discharge if overflow scuppers wail outlets) ate 'tat provided. It may be necessary to install
overflow scuppers in accordance with the reuutrements of: Chapters 16 and 16 herein and the
Florida Building Code, Plumbing.
✓V 7. Ventilation: Most roof structures should hove s• ,mne ability to vent natural airflow through the
interior of the structural assembly (the building 9 eit). The existing amount of attic ventilation shall
not be reduced.
Exception: Attic spaces, designed by a Florlaa-ib f,nsed engineer or registered architect to eliminate
the attic venting, venting shall not be, squired.
7//t
Owner's/A'deeht's -1-6n re Date
Form AB -326 (Page 2 of 7) New 3/16/04
ntrac
Signature
MIAMFDADE
mad
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Entegra Roof Tile, Inc.
1289 NE 9th Ave.
Okeechobee, FL. 34972
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 jovlbu ildiugL
SCOPE:
This NOA is being issued under the applicable rules and regulations governingthe use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - 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 ()the' 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. BNC
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: Estate "S" Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and thele 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. M t suse 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 renews NOA # I0-0518.03 and consists of pages 1 through 6.
The submitted documentation was reviewed by Alex Tigers.
APV
NOA No. 11-0510.02
Expiration Date: 08t23/16
Approval Date: 06/30/11
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE
This approves a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured by
Entegra Roof Tile, Inc. in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance,
designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the
locations where the pressure requirements, as determined by applicable Building Code, does not
exceed the design pressure values obtain by calculations in compliance with RAS 127 using the
values listed in section 4 herein. The attachment calculations shall be done as a moment based
system.
2. PRODUCT DESCRIPTION
Manufactured by Teat Product
Applicant Dimensions Specifications Description
Entegra Estate 'S' 1= 16-1/2"
Roof Tile w = 13"
Trim Pieces
1= varies
w = varies
varying thickness
2.1 MANUFACTURING LOCATION
2.1.1. Okeechobee, FL.
2.2 EVIDENCE SUBMITTED:
Test Agencv
TAS 112
TAS 112
1,ow profile, interlocking, extruded concrete
roof tile equipped with two nail hole and
double roll ribs. For direct deck or battened
nail -on, mortar or adhesive set applications
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Teat Identifier Test Name/Renort Date
Redland Technologies 7161-03 PA 102 Dec. 1991
7161-03 PA 102(A) Dec. 1991
7161-03 PA 108 Dec. 1991
P0402 Withdrawal Resistance Testing of Sept. 1993
screw vs. smooth shank nails
P0631-01 PA 108 July 1994
Letter Dated Aug. 1, 1994 PA 108 Aug. 1994
Professional Service 224-47099 PA 112 Sept. 1994
Industries, Inc.
The Center for Applied 94-060B PA 101 March, 1994
NOA No. 11-0510.02
Expiration Date: 08/23/16
Approval Date: 06/30/11
Page 2 of 6
Test Aaencv Test Identifier fest Name/Report Date
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
IBA Consultants, inc.
94-084 PA 101 May 1994
25-7094-1 PA 102 Oct. 1994
25-7094-7 PA 102 Oct. 1994
25-7094-4 PA 102 Oct. 1994
Project No. 307025 PA 100 Oct. 1994
Test #MDC -76
25-7183-1 PA 102 Feb. 1995
25-7183-2 PA 102 Feb. 1995
25-7214-2 PA 102 March,1995
25-7214-6 PA 102 March, 1995
528454-2-1 PA 101 Sep. 1998
520109-2 Dec. 1998
Calculations Aerodynamic Multiplier March 1999
2381-264 TAS 112 01/08/08
3. LIMITATIONS:
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS
106 may required, refer to applicable building code
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to
the Building and Neighborhood Compliance Department —Product Control Section for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
NOA No. 11-0510.02
Expiration Date: 08/23/16
Approval Date: 06/30/11
Page 3 of 6
4. INSTALLATION
4.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict
compliance with Miami Dade County 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 Welght-W (Ibf) Length -I (ft)
Entegra Estate 'S' Roof Tile 10.0
Tile
Profile
Entegra Estate 'S' Roof Tile
1.375
Table 2: Aerodynamic Multipliers - (fe)
. (ft3)
Batten Application
0.267
Width -w (ft)
1.08
(ft3)
Direct Deck Application
0.289
Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)
Tile 3":12"
Profile
Entegra Estate Battens Direct
'S' Roof Tile . Deck
I 5.91 6.74
Tile
Profile
4":12" 5":12" 6":12"
Battens Direct Battens
Deck
5.82 8.64 5 70
Direct Battens
Deck
6.50 5.56
Greater than
7":12"
Direct Battens Direct
Deck Deck
6.33 5.40 6.14
Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Nail -On Systems
Fastener Type Direct Deck Direct Deck
(min 15/32" plywood) (min. 19/32" plywood)
Entegra 2-10d Ring Shank Nails 27.8 37.4
Estate 'S' 1-10d Smooth or Screw 8.8 11.8
Roof Tile Shank Wait
2-10d Smooth or Screw 16.4 21.9
Shank Nails
1 #8 Screw' i 25.8 25.8
2 #8 Screw 47.1 47.1
1-10d Smooth or Screw 24.3 24.3
Shank Nail (Field Ciip)2
1-10d Smooth or Screw 19.0 19.0
Shank Nail (Eave Clip)2
2-10d Smooth or Screw 35.5 35.5
Shank Nails (Field Clip)
2-10d Smooth or Screw 31.9 31.9 I
Shank Nails (Eave Clip)
I
12-10d Rin9 Shank Nails' I 43.0 I 67.5 I 50.9
1 Installation with a 4" tile headlap and fasteners are located a min. of 2W from head of tile.
2 When usinn only one fastener use the hole that is approximately 4-314" away from interlocking edge.
Battens
28.8
4.1
7.1
22.9
49.1
24.2
22.1
34.8
32.2
APPROVED
NOA No. 11-0510.02
Expiration Date: 08/23/16
Approval Date: 06/30/11
Page 4 of 6
Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile Tile Application Minimum Attachment Resistance
Profile
Entegra Estate 'V Roof Tile Adhesive 261'
3 See manufactures component approval for installation requirements.
4 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Polyfoam Product. Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - M1(ft-Ibf)
for Single Patty Adhesive Set Systems
The Tile Application Minimum Attachment
Profile Resistance
Entegra Estate 'S' Roof Tile Polyfoam PolyProTh 86.61*
Polyfoam PolyPros' 45.50
5 Large paddy placement of 54 grams of PoIyProTM.
6 Medium paddy placement of 24 grams of PolyProTM. _
Table 7: Attachment Resistance Expressed as a Moment - Mr(ft-Ibf)
for Mortar or Adhesive Set Systems
Tile Tile Application
Profile
Entegra Estate Mortar Set
'S' Roof Tile
Minimum Attachment
Resistance
20.60
5. LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See
Detail Below), or following statement: "Miami -Dade County Product Control Approved".
ENT
r—f
OR
ESTATE "S" TILE LABEL (LOCATED ON UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS:
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by Budding Official or Applicable building code in
order to properly evaluate the installation of this system.
NOA No. 11-0510.02
Expiration Date: 08/23/16
Approval Date: 06/30/11
Page 5 of 6
PROFILE DRAW INC
ENTEGRA ESTATE "S" CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No. 11-0510.02
Expiration Date: 08/23/16
Approval Date: 06/30/11
Page6of6
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCI ..' i K 1. it)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786)315-2590 F (786) 315-2599
3M Company
3M Center Building 0220-05-E-06
St. Paul, MN. 55144-1000
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 b,. k1, mi -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed b•. fh..kuthority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated Ix•I,.w. 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 produce ,++ material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the A 111 may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RI R + ,erves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that his 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 B u ld i i i g Code.
DESCRIPTION: 3MTM 2 -Component Foam Roof Tile Adhesi% a AH -160
LABELING: Each unit shall bear a permanent label with f he : nanufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved". unf, ,s 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 perfoi mark e 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. `t ',use 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 w i +r (i, Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If ariN portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of ill, Building Official.
This NOA revises NOA 12-0228.18 and consists of pages 1 thi+)++e:.h 11.
The submitted documentation was reviewed by Juan E. Colla, . K A
MIAMI.DADE COUNTY
APPROVED
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 1 of 11
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2 -Component Foam Roof Tile Adhesi. r 111-160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the lot. m k • ms where the design pressure requirements, as
determined by applicable building code, does not exceed the tiepressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for u,r \k ith approved flat, low, and high profile roof tiles
system using 2 -Component Foam Roof Tile Adhesive AH -1644 ti +sere the attachment calculations are done as a
moment based system for single patty placement, and as an up I t ti h ,sed system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product
3MTM 2 -Component Foam
Roof Tile Adhesive AH -
160
Foam Dispenser RTF1000
ProPack® 30 & 100
Dimensions Test Product Description
Specifications
N/A TAS 10 i Two component polyurethane foam adhesive
N/A Dispensing Equipment
N/A Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile A..embly having a current NOA which list moment
resistance values with the use of 2 -Component Foam Roof Tile A.itiesive 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
Results
(4 lbs./ft.3
I x PSI Parallel to rise
PSI Perpendicular to rise
'.� PSI Parallel to rise
ox Lbs./Ft2
1 I Perm / Inch
• , , 07% Volume Change @ -40° F., 2 weeks
• 4, t)% Volume Change @158°F., 100% Humidity, 2
ti(eks
xhn°
Note: The physical properties listed above are presented as IN pleat average values as determined by
accepted ASTM test methods and are subject to normal nianufacturing variation.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 2 of 11
EVIDENCE SUBMITTED:
Test Affencv Test Identifier Test Name/Renort Date
Center for Applied Engineering #94-060 TAS 101 04/08/94
257818-1PA TAS 101 12/16/96
25-7438-3 SSTD 11-93 10/25/95
25-7438-4
25-7438-7 SSTD 11-93 11/02/95
25-7492 SSTD 11-93 12/12/95
Miles Laboratories NB -589-631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93
Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94
01-6739-062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96-1 TAS 114 03/14/96
P36700.04.12 ASTM D 1623 04/18/12
P39740.02.12 TAS 101 02/21/12
TAS 123
Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98
528454-9-1
528454-10-1
520109-1 TAS 101 12/28/98
520109-2
520109-3
520109-6
520109-7
520191-1 TAS 101 03/02/99
520109-2-1
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the (Prepared Roof Tile Assembly for fire rating.
2. All approved products listed herein shall be labeled and ,t,al r hear the imprint or identifiable marking of the
manufacturer's name or logo and following statement: "1‘11.,11), - Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown bele \\,
3. 31‘'m 2 -Component Foam Roof Tile Adhesive AH -160 shall .ole1y be used with flat, low, & high tile profiles.
4. Minimum underlayment shall be in compliance with the R („, t ng Application Standard RAS 120.
5. Roof Tile manufactures acquiring acceptance for the use ot l!\1"" 2 -Component Foam Roof Tile Adhesive AH -
160 roof tile adhesive with their tile assemblies shall test in ordance with TAS 101.
6. All products listed herein shall have a quality assurance .1 wilt in accordance with the Florida Building Code and
Rule 9N-3 of the Florida Administrative Code.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 3 of 11
INSTALLATION:
I. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 II t, he used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3 ' " '-Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 41,111 be applied in compliance with the Component
Application section and the corresponding Placement Detail, noted herein. The roof tile assembly's adhesive
attachment with the use of 3MTM 2 -Component Foam Root 1 de Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, meet or exceed the uplift resistance determined in
compliance with Miami -Dade County Roofing Applicat �� r ' tandards RAS 127. The adhesive attachment data is
noted in the roof tile assembly NOA.
3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and 3M Comp.tn , 3MTM 2 -Component Foam Roof Tile Adhesive AH -
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applu .ttor' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the ,ttithority having jurisdiction.
5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive.
The mix ratio between the "A" component and the "B" . om ponent shall be maintained between 1.0-1.15 (A): 1.0
(B).
6. 3M m 2 -Component Foam Roof Tile Adhesive AH -160 tih,, 31 be applied with Foam Dispenser RTF 1000 or
ProPack'.;l 30 & 100 dispensing equipment only.
7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 ,0.t 11 not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile ntu.t he set within 1 to 2 minutes after 3MTM 2 -
Component Foam Roof Tile Adhesive AH -160 has been di,pensed.
9. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 pia, ement and minimum patty weight shall be in
accordance with the 'Placement Details' herein. Each genet it tile profile requires the specific placement noted
herein.
MIAMI•DADE COUNTY
APPROVED
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 4 of 11
Table 1: Adhesive Placement For F.ach Generic Tile Profile
Tile Profile
Eave Course - Flat, Low, High
Profiles
Flat, Low, High Profiles
Flat Profile
Low Profile
High Profile
Flat, Low, High Profiles
Two -Piece Barrel (Cap Tile)
Two Piece Barrel (Pan Tile)
Placement Detail
All Eave Course
#1
#2
#2
#2
#3
Two Piece
Two Piece
N1 i n imum Paddy Contact
Area
17-23 sq. inches
17-23 sq. inches
10-12 sq. inches
12-14 sq. inches
17-19 sq. inches
I Paddys: 8-9 sq. inches at
head of tile 9-11 sq. inches at
overlap
2 {tends (1 each longitudinal
epi v uu) 20-25 sq. inches each
bead
65-70 sq. inches
Minimum Paddy Gram
Weight
45-65
45-65
30
30
30
12 grams per paddy
17 grams per bead
1 34 grams under pan
LABELING:
All 3M'r 2 -Component Foam Roof Tile Adhesive AH -160 coni,u114. r. shall comply with the Standard Conditions listed
herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in , )rder to properly evaluate the installation of this
system.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 5 of 11
ADHESIVE PLACEM Cr:'v ' 1 DETAIL # 1
Nail through plastic cement Paddy (Beneath Tile)
(when required)
Underlayment
loin:
Battens optional
Eave Course
Eave Closure _.•.
Nail through plastic cement
(when required)
Underlayment
Fascia
Paddy (Beneath Tile)
10 in.x
2 in. wide
Battens optional
Eave Course
Nail through plastic c4
(when required)
Eave Closure
Fascia
Paddy (Beneath Tile)
Underlayment
10 in.x
2 in. wide
Battens
optional
Eave Course
10 in.
Fascia
Weephole
Eave closure
Drip edge
Flat/Low Profile Tile
Starting at the eave course, apply a minimum 2"
50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown,
under the strengthening rib closest to the overlock
If the tile being set.
' C'ontinue in same manner. Insure approximately 17
(109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
M edium Profile / Double Pan Tile
Starting at the eave course, apply a minimum 2"
50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
overlock of the tile being set.
( 'ontinue in same manner. Insure approximately 17
1109.7 cm2) — 23 (148.4 cm2) square inch adhesive
contact with the underside of the tile.
High Profile / Single Pan Tile
starting at the eave course, apply a minimum 2"
50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under the pan portion of the tile closest to the
Overlock of the tile being set.
('ontinue in same manner. Insure approximately 17
109.7 cm2) — 23 (148.4 cm2) square inch adhesive
L untact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 6 of 11
Nail through plastic cement
(when required)\
Underlayment
ADHESIVE PLACEM E N I DETAIL # 2
Paddy (Beneath Tile) Fl ail .ow Profile Tile
Battens optional
Eave Course
Eave Closure
Nail through plastic cement
(when required)
Fascia
Paddy (Beneath Tile)
Underlayment
Battens optional
Eave Course
MMMIOADE COUNTY
Eave Closure
Fascia
1 tit.trting at the eave course, apply a minimum 2" (50.8
mut ) x 10" (254 mm) x 1" (25.4 mm) foam paddy
lit) the underlayment positioned as shown under the
• engthening rib of the tile closest to the overlock of
tile tle being set. Insure approximately 17 (109.7 cm2)
(148.4 cm2) square inch adhesive contact with the
underside of the tile.
2 \ the second course, apply a minimum 2" (50.8mm)
• (177.8 mm) x 1" (25.4 mm) foam paddy onto the
underlayment positioned as shown under the
t i engthening rib closest to the overlock of the tile
I), . mg set.
3 t mtinue in same manner. Insure approximately 10"
(6-1 5 cm2) - 12 (77.4 cm2) square inch adhesive
contact with the underside of the tile.
Mrdium Profile / Double Pan Tile
1 ',Lit -ling at the eave course, apply a minimum 2" (50.8
n'rn) x 10" (254 mm) x 1" (25.4 mm) foam paddy
unto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
t r it: being set. Insure approximately 17 (109.7 cm2) —
2 (148.4 cm2) square inch adhesive contact with the
underside of the tile.
2 NI the second course, apply a minimum 2" (50.8mm)
• (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
hug set.
3 (oIttinue in same manner. Insure approximately 12"
4 cm2) - 14 (90.3 cm2) square inch adhesive
mtact with the underside of the tile.
(h„ rructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 7 of 11
Nail through plastic ce
(when required)
Underlayment
ADHESIVE PLACEMENT D F: T it IL # 2 (CONTINUED)
Paddy (Beneath Tile)
7 in
tin.
fattens optional
Loin.
MIAM -DADE COUNTY
APPROVED
Fascia
Weephole
Eave closure
Drip edge
High Profile / Single Pan Tile
starting at the eave course, apply a minimum 2" (50.8
mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy
onto the underlayment positioned as shown under the
pan portion of the tile closest to the overlock of the
e being set. Insure approximately 17 (109.7 cm2) —
(148.4 cm2) square inch adhesive contact with the
iderside of the tile.
t the second course, apply a minimum 2" (50.8mm)
a 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the
mderlayment positioned as shown under the pan
portion of the tile closest to the overlock of the tile
!wing set.
ontinue in same manner. Insure approximately 17"
09.7 cm2) - 19 (122.6 cm2) square inch adhesive
intact with the underside of the tile.
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 8 of 11
ADHESIVE PLACEMF 1' DETAIL # 3
Nail through plash ccement Paddy {between tiles)
when requiredi r' 1
•
``- pad iy {under tik)
ontingle °kky r,`�
batten optional
4x4in.
Single pad
under til .f
single paddy
ori underinyment - 2 x 4 in.
`5:,.` Vii' Fascia
2 ink
•EaveClosure
Flat/Low Profile Tile
Nal) through plastic cement
{when required)
l,�
Battens
optional
2 Single paddy
on top of tbk..
x4in.
Single paddy on
undedaymentj -
•
Single paddy under tiie
Paddy {between tiles?
Paddy tunder tile)
•
10 in:
Eave Course --
MANMADE
-
MIANMADE COUNTY
APPROVED
2 in.
Eave Come
-�'
Fascia
Medium Profile Tile
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
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.
( 1 n vtructions continued on next page)
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 9 of 11
•
ADHESIVE PLACEMENT DFTIL # 3 (CONTINUED)
Nail through plastic cement-. Single paddy under tile
(when required)
`• C
Battens
optional 1:-..7`,::;••
single paddy'-„
on undedaymenf
r�.
r�-
si:n.
on2xa�� /
."`w,
paddy
top of the
Paddy (between tiles)
�) ,, paddy ;under tile)
Eay.Course " ' fj`'-
Fascia
Weephole
rTf��
10 in. Z in. fi% Eave closure
.� ,/ r
•� � Drip edge
M IAMI-DADE COUNTY
APPROVED
High Profile Tile
Also apply a 2" (50.8 mm) x4"(101.6mm) x3/"
(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 (71 cm2) 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.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 10 of 11
1) Place enough adhesive to achieve 65 to 70 sq. in.
in contact with the pan tile.
2) Turn covers upside down. Place adhesive in
to 1 in. from outside edge of cover tile.
Then install the tile. Ensure 20 to
25 sq. in. contact area.
Underlayment
ADHESIVE PLACE MENT DETAIL
TWO PIECE BA 1tREL
Steep pitch applications
(when required)
Eave closure
(motar shown)
Weephole
Fascia Board
Sheathing
Optional
point -up Mortar
on longitudinal
edges Ode
Remove top portion of the eave course cover tile. Abut to second course of
pan tiles. Ensure eave end of pan and cover tiles are flush at eave line.
Two Piece Barrel - High Profile Tile
MIAM4DADE COUNTY
maga
1µo Piece Barrel (Cap and Pan) Tile
Starting at the eave course, apply a minimum 2"
(50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam
paddy onto the underlayment positioned as shown
under two adjacent pan tiles. Support eave tiles
from rocking until adhesive has a chance to cure.
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.
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 over after foam is applied and place
onto pan tile course. Insure a minimum of 20 (129
cm2) - 25 (161.3 cm2) square inch contact area on
each side of the cover tile to the pan tile. Continue
in same manner. Trim away any cured exposed
foam adhesive. Pointing of longitudinal edges of
the cover tiles are considered optional.
When additional nailing is required, 2" (50.8 mm)
x 4" (101.6 mm) nailers or the tie wire system
using galvanized, stainless steel, or copper wire and
compatible nails may be used.
END OF THIS A( (' EPTANCE
NOA No.: 13-0502.02
Expiration Date: 05/10/17
Approval Date: 12/12/13
Page 11 of 11
MtAMt`Li1ADE.
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCt s K I tt)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Ridged Systems, LLC
1455 SW 4th Avenue
Delray Beach, FL. 33444
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
SCOPE:
This NOA is being issued under the applicable rules and rep iait, “is governing the use of construction materials. The
documentation submitted has been reviewed and accepted by \11,111)1 -Dade County RER - Product Control Section to be
used in Miami Dade County and other areas where allowed b‘ rIli' kuthority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated beIov, Che Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than \1 ra to r Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If th is product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing df td the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdr. t, •n. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Sc. 11,'1, 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 de.,gned to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Bu, I d, n>; Code.
DESCRIPTION: "Top Notch" Ridge Tile System
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", unlr., otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal .tppi r; ation has been filed and there has been no change
in the applicable building code negatively affecting the perfoi I ILI e of this product.
TERMINATION of this NOA will occur after the expiratiot, da k or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. M r,u.e of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automaticall\ ler 31Irnate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of /sit r
ADVERTISEMENT: The NOA number preceded by the v. rdi, Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If ,u)\ portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided 3» rhe user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request or the Building Official.
This renews NOA #07-1105.07 and consists of pages 1 through 4
The submitted documentation was reviewed by Alex Tigera.
MIAMI-DADE COUNTY
APPROVED
NOA No.: 13-0207.03
Expiration Date: 07/24/18
Approval Date: 07/04/13
Page 1 of 4
ROOFING COMPONENT APPROVAL
Catesorv: Roofing
Sub-Categorv: Other
Materials Extruded Plastic
SCOPE
This approves the "Top Notch" Ridge Tile System as manufa. i uu t: d by Ridged Systems, LLC. described in this Notice
of Acceptance.
PRODUCT DESCRIPTION
Product Dimensions 1 est Specifications
"Top Notch" Ridge Tile Length = 10' TAS 101
System Width = 2-3/8"
Height = 4"
MANUFACTURING LOCATION
1. Delray Beach, FL.
Product Description
Ridge tile structural
support Roofing
Accesory.
EVIDENCE SUBMITTED
Test AQencv Test Identifier 1 est Name/Report Date
PRI Construction Materials TGRI-001-02-01 TAS 101 10/30/06
TGRI-001-02-02 TAS 101 10/30/06
TGRI-004-02-01 TAS 101 04/11/08
ETC Laboratories ETC -08-718-20993.0 \STM D 1929 05/12/08
ETC -08-718-20993.0 ASTM D 2843 05/12/08
LIMITATIONS
1. Fire classification is not part of this acceptance; refer Io ., , urrent Approved Roofing Materials Directory for
fire ratings of this product.
2. This product is to be used as an alternate to the wood nark r set in an approved adhesive specified in RAS -118
section 3.11 Detail #2, RAS -119 section 3.12 Detail. #: I n. i RAS -120 section 3.10 Detail #2.
3. All products listed herein shall have a quality assuran. c dkrtiit in accordance with the Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
MIAM4DADE COUNTY
APPROVED
NOA No.: 13-0207.03
Expiration Date: 07/24/18
Approval Date: 07/04/13
Page 2 of 4
INSTALLATION
1. This product is to be installed as specified in RAS -11x uon 3.11 Detail #2, RAS -119 section 3.12 Detail
#2, and RAS -120 section 3.10 Detail #2 with a minimum untinuous strip of 3MT"' 2 -Component Foam Roof
Tile Adhesive AH -160 adhesive at a rate of 32 grams ti . I eating a continuous 4" wide contact area against the
hip or ridge section of the prepared roof deck. See Detail A.
2. Concrete or clay ridge tile shall be installed as spec& ed RAS -118 section 3.11 Detail #2, RAS -119 section
3.12 Detail #2, and RAS -120 section 3.10 Detail #2 u lilt minimum continuous strip of 3MT"12-Component
Foam Roof Tile Adhesive AH -160 adhesive at a rate ot ' grams/ft. on top of the "Top Notch" Ridge Tile
member creating a continuous 4" wide contact area t( i h .. ap tile. See Detail A.
LABELING
1. "Top Notch" Ridge Tile System shall be labeled with th, Miami -Dade Product Control Approved Seal as seen
below or the wording "Miami -Dade County Product (ontrot Approved".
MIAMI-DADE COUNTY
APPROVED
BUILDING PERMIT REQUIREMENTS
Application for building permit shall be accompanied by copie•, t the following.
1. This Notice of Acceptance.
2. Any other documents required by the Building Official 0( the applicable code in order to properly evaluate the
installation of this component
MANMADE COUNTY
APPROVED
NOA No.: 13-0207.03
Expiration Date: 07/24/18
Approval Date: 07/04/13
Page 3 of 4
DETA11.A
Cap Tile installed
as per RAS -118,
RAS -119, RAS -120
Mortar installed
as per RAS -118,
RAS -119, RAS -120
—01
NOTCH" Rlnt. F 1 I LE SYSTEM
4"
Adhesivf•
Contact ,k11.!,
MIAM jimpfr COUNTY
4"
Adhes, ve
Contact Aien
3M 2 -Component Foam
Roof Tile Adhesive
AH 160 as per
section 5.2 of this NOA.
"Top Notch" Ridge
\ \ Member
3M 2 -Component Foam
Roof Tile Adhesive
AH160 as per
section 5.1 of this NOA.
END OF THIS ACCEPTANCE
NOA No.: 13-0207.03
Expiration Date: 07/24/18
Approval Date: 07/04/13
Page 4 of 4
CITY OF PARKLAND BUILDING DEPARTMENT 954-753-5447
Date Received: 7/31/14 Permit Number: ROOF1407-0232
Lot: 27 Block: 3 Subdivision: CYPRESSHEAD
Job Address: 8201 BLUE RIDGE LN
Work Description: REROOF TILE
Contractor: TORNADO ROOFING Phone: 9549688815
& CONTRACTING
DEPARTMENT Date Denied Date Approved Initials
ZONING
LANDSCAPING
ENGINEERING
FIRE
STRUCTURAL —( �" 1
ELECTRICAL
PLUMBING
MECHANICAL