RF-13-1688Inspection Worksheet
j Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 201691 Permit Number: RF -7 -13 -1688
Scheduled Inspection Date: November 07, 2013 Permit Type: Roof
Inspector: Rodriguez, Jorge
Inspection Type: Final Roof
Owner: , B&L REALTY HOLDINGS LLC Work Classification: Tile /Flat
Job Address: 973 NE 96 Street
Miami Shores, FL 33138-
Project: <NONE>
Phone Number
Parcel Number 1132060143230
Contractor: AG STAR CONSTRUCTION INC Phone: (305)457 -9970
comments
RE ROOF FLAT AND TILE ROOF COLOR THRU
CALL PEDRO 305 - 803 -5090
INSPECTOR COMMENTS False
Inspector Comments
Passed h, CREATED AS REINSPECTION FOR INSP- 201522. CREATED AS
REINSPECTION FOR INSP - 201445. No record of Tile I.P inspection
Provide photos of conduit removal
Failed
Correction ❑
Needed
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
November 06, 2013 For Inspections please call: (305)762.4949 Page 20 of 40
' AFFIDAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY
WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT
SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami -Dade County Building Department
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name L
Property Address 1 G�
Roofing Permit Number T--
Dear Building Official:
I &tl , 6alWalw-02-1certify that the roof decking attachment and fasteners have been
strengthened and corrected and a secondary water barrier has been provided as required by the "Manual
of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the
Florida Building Commission by Rule 9B -3.047 F.A.C.
ignature of Q Agent
A C-1-
Print Dame T
STATE OF FLORIDA COUNTY OF NUAMI -DADE
Sworn to and subscribed before me this
day of .20
(SEAL) PEDRO A GODOY
:•� •'" MY COMMISSION 9 EEt9M
EXPIRES May % 2DIS
4 s may o=
Perso wn
or Produced Identification
C:NDocom a aW Seth W%u1Wy Docmte=%WtWwC *ZaooftA®davit Comphan 92607FID8bWW
r
-1 '=MW80e)U,, M A -1 CONSULTING ENGINEERS, INC
ROOF STRUCTURES CONSULTING
ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE
TWO 0 : IN ACCORDANCE WITH METRO -DA DE BUILDING CODE COMPLIANCE
UPLIFT TEST EXPERTS
TAS No. 106
SITE SPECIFIC INFORMATION
Owner's Name:
Job Address: 4t=' 7j6, S.7
Roofing Contra;�;r-
Approximate r:
Type of Tile: � Roof Height: 12 % feet Roof Pitc
Type of Access to Roof: Scaffolds _
Approximate Square Footage of Roof: 3 V 0-0 ft 2
Required Testing Force: 35 lbs. Testing Equipment:
Date Tested: 4?1z.'/ 1:W1'3
Permit #:
Date installed:
Ladder
F.G.E. 100
ST LOCATION
UPLIFT PULL TEST
rEST LOCATION
UPLIFT PULL TEST
rEST LOCATIO1
UPLIFT PULL TEST
FEST LOCATIO
UPLIFT PULL TEST
rEST LOCATIO
UPLIFT PULL TEST
rEST LOCATIO
UPLIFT PULL TEST
1
26
51
1
76
101
126
2
1
27
52
1
77
1152
127
3
28
53
78
103
128
4
29
54
79
104
129
5
30
55
80
105
130
6
31
56
81
106
131
7
32
57
82
107
132
8
33
58
83
108
133
9
34
59
1
84
109
134
10
35
1
60
1 85
110
135
11
36
61
1 86
111
136
12
87
1 62
87
112
137
13
38
1 63
88
C•
113
138
14
39
1 64
89
114
139
15
40
65
90
115
140
16
41
66
91
1 -
116
141
17
42
67
92
�,
�.
1 b 7
142
18
43
68
93
143
19
44
69
94
119
144
20
11
1
45
70
95 k,
-61
MA5.
dna
M`
21
11
46
1
71
v
9
121
146
22
11
47
72
97
147
23
48
73
98
1`'c
3
148
24
49
74
99
124 1
149
25
_S 1
50
75
100
125
150
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CON-
TROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO
DEVIATIONS.
THIS REPORT SUBMITTED BY:
Jose A. Martinez
P.E. # 031509
A -1 CONSULTING ENGINEER
Lab. Certification # 07 -0 3 Renews 01- 1224.05
438 S.W. 70th Ct, Miami, Florida 33155 - Telephone (305)740 -9550 - Fax (305) 740 -9550
ENGLISH: Cell (305) 609 -6388 - SPANISH: Cell (305) 498 -9804
AA CONSULTING 04GIN
ROOF STLJCTLRES CONSULTING LT= TEST DCPERTS
LAB. CERTIFICATION No.01-1224-5
4393 SW 70 CT. AlIAA4I FL. 33153
TE-1-305-740-95-50, F-AX305-74-0-9550
job actdxess.- 973 NE 96 ST MIAMI FL
Roofing contractor: A-Q STAR CONSTRUC-01 ON
Tvpe of tile. FLAT TILE 1317 Date instaffed:
kpl imate roof height 12 feet
irox roof pitdj.- 3,112
of access toroof: Scaffold-
kp * 30
. proximate. square footage of ro4.
Required testing force: 35. lbs
Date tested:
—laidder: Other:
ftz
Number of tests: 67
SKETCHOFROOF
'Rev,lce,&- J M Il
Date: 9/2412013
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 198132
Scheduled Inspection Date: August 29, 2013
Inspector: Rodriguez, Jorge
Owner: , B &L REALTY HOLDINGS LLC
Job Address: 973 NE 96 Street
Miami Shores, FL 33138-
Project: <NONE>
Permit Number: RF -7 -13 -1688
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Tile /Flat
Phone Number
Parcel Number 1132060143230
Contractor: AG STAR CONSTRUCTION INC Phone: (305)457 -9970
sunning Department comments
RE ROOF FLAT AND TILE ROOF COLOR THRU
CALL PEDRO 305 - 803 -5090
INSPECTOR COMMENTS False
Inspector Comments
Passed ❑ CREATED AS REINSPECTION FOR INSP - 196024. cancelledd by pedro
Failed
Co
Nei OFFICE COPY
Permit Holder -� aaw'C r- Permit # — 126 - ✓ ��
Re - _
F.B.0 Violation
Nol
re-ir
Address �7
Date 0'– `& By
Building UNcial r:5&0,0
F I t• 1 II. 305 762 -4949
August 29, 2013 or nspec ions p ease ca . ( ) Page 21 of 28
BUILDING
Miami Shores Village L
Building Department J I J L ° 2W
10050 N.E.2nd Avenue, Miami Shores, Florida 33138`!
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20
Permit No.
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: q q 3 N F at 6+6
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): Z -Y L R S-VtVT% LL C
CW Z 141- 34 %12)
Address: 3<A-0b NW _ �'� � phone#:
City: iA1"% state: r—L Zip: 33 LZrl
Tenant/Lessee Name: 1 J A- Phone#:
Email:
CONTRACTOR: Company Name: C-O- - smuc>`m o Phone #:
Address:
City: ill AMla State:' t bft Zip: 33195-
Qualifier Name:
State Certification or Registration #: I� �0c;L1 Certificate of Competency #:
Contact Phone#: Email Address: q
DESIGNER: Architect/Engineer: I / A- Phone #:
Value of Work for this Permit: $ ®� 00oa �� Square/Linear Footage of Work: k
Type of Work: ❑Addition DAlteration ONew i Repair/Replace ODemolition
Description of Work: °1�� �L•/'i" �°I 9 �1 �"� �®
Submittal Fee $ Permit Fee $_M_) • I A-.) CCF $ CO /CC $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond
Technology Fee $
TOTAL FEE NOW DUE $ ' •�
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss In the absence of such posted notice, the
inspection will not approved and a reinspection fee will be charged. -� ��
I tVner or Agent
The foregoing instrument was acknowledged before me this
day of I UA 20 13 , by �i Lm ut- 3R � \�M ,
who is sons y known e or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My C
Contractor
The foregoing instrument was acknowledged before me this 'D(O
day of V , 20 �I , by P -t-EL- ( 3&bA A4E Z ,
who is ersonally known t re or who has produced
as ideatiFi . —Qu and ..x.,, A•a —1— .�
NOTARY
Sign: �tZU
Print: jbit
My Commission Expires:
PEDRO A GODOY
W COMMISSION # EE19Wn
1 1 E*PRE$ May 16, 2010
APPROVED BY �� ` Plans Examiner Zoning
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
Prepared by:
Richard A. Golden, Esq.
1175 NE 125 St.,Suite 512, N. Miami, F1 33161
Return to:
Eric P. Stein, P.A.
1820 NE 1.63 St.,Ste 100,N.Miami Beach,FL 33162
Parcel ID Number: 11-3206-014-3230
Warranty Deed
1111111 111[1 1111111111 11111 11111 11111 11111111
OR Bk 28741 Fss 1039 - 10401 (2pss)
RECORDED 07/25/2013 13:18:49
DEED DOC TAX 3 t } 60.00
HARVEY RUVINY CLERK, OF COURT
MIAMI- -DARE COUHTYi, FLORIDA
This Indenture, Made this /. day of July , 2013 A.D. , Between
SHAUN A. FULLER, AN UNMARRIED WOMAN
of the County of MIAMI -DADE , State of Florida , grantor, and
B & L REALTY HOLDINGS, LLC, a Florida limited liability company
whose address is: 3900 NW 2ND AVE, Miami, FL 33127
of the County of Miami -Dade , State of Florida , grantee.
Witnesseth that the GRANTOR, for and in consideration of the sum of
----------------- - - - - -- -TEN DOLLARS ($10) ----------------- - - - - -- DOLLARS,
and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has
granted, bargained and sold to the said GRANTEE and GRANTEE'S heirs, successors and assigns forever, the following described land, situate,
lying and being in the County of MIAMI —DADE State of Florida to wit:
Lots 11 and 12, Block 77, MIAMI SHORES SECTION NO. 3, according to
the plat thereof, as recorded in Plat Book 10, Page 37, Public
Records of Miami -Dade County, Florida.
C0
a
and the grantor does hereby fully warrant the title to said land, and will defend the same against lawful claims of all persons whomsoever.
Laser tenant by 0 Display Systems, Inc., 2013 (863) 763 -5555 Form FLWD -2
Warranty Deedl Vage 2
Parcel ID Number: 11-3206-014-3230
In Witness
Si d, s al
Printe
Witness
OR B K 28741 PG 1 040
1_AST PAGE
Whereof, the grantor has hereunto set her hand and seal the day and year first above written.
aird delivered ' our resence:
Printed Name:
Witness
����� ✓ ? f
(Seal)
SHAUN A. FULLER
F.O. Address: c% Mrs. Betty Hach; 987 NE 96 ST.
MIAMI SHORES, FL 33138
STATE OF Florida
COUNTY OF MIAMI -DADS
The foregoing instrument was acknowledged before me this f day of July
SHAUN A. FULLER, AN UNMARRIED WOMAN
who is personally known to me or who has produced her Florida drivex C s as id(
Printed Name:;
Notary Public
My Commission Expires:
, 2013 by
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08-13R Laser Generated by 0 Display Systems, Inc., 2013 (863) 763 -5555 Form FLWD -2
.• �y�4,�
f=
F.IERRYOK
MY COMMISSION # FF 016127
EXPIRES: June 17, 2017
Bonded Tbtu Notary Pablo Unde"w's
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08-13R Laser Generated by 0 Display Systems, Inc., 2013 (863) 763 -5555 Form FLWD -2
UT3,
ITT =+J6L7'Fiw']Twr;
BUILT SiNGLE FAmmy ftsiwNuAL STRUCTURES
PURSUANT To SEenoN 553.844 F.S.
To: Miami-Dade County Building Department
11805 Coral Way, Suite 111
Miami, FL 331.75
Re: Owner's. Name
Property Address
Roofing Permit Number
Dear.Building Official:
certify that 1* am not required to retrofit the roof to wall
connections ofmy building because:
/The just -valuation for the structure for purposes of ad valorem taxation in less than $300,000-00.
ElThe building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of the 1 4 edition of the South Florida Building Code (1994
SF.B0.
STATE OF FLORIDA COUNTY OF MIAMI -DARE
Sworn to and subscribed before me this *;?_�
I -by
day.of. PEDRO . -edo
(SEAL) MY COMMISSION # EE198M
EXPIRES May 15, 2016
n-fersonZy known
or Produced Identification
When the just valuation of the structure . for. purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor With 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
C--o-0-
:
40S
4 1
Permit No.
Name
d L T : HIGH -VELOCITY HURRICANE
Miami Shores Village
APPROVED BY DATE
ZONING DEPT
Y RULES AND REGULATIONS
-Process No.-
Q0) V
ROOF CATEGORY
Slope ❑ Mechanically Fastened Tile ortar/Adhesive Set Tile
laitic ❑ Metal PanelfShingles � ❑ Wood Shingles /Shakes
Dies P C�j'13'i
❑ Prescriptive BUR -RAS 150
ROOF TYPE
0 New Roof Reroofing ❑ Recovering ❑ Repair ❑ Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
® q 3) -?;;>'
Section B (Roof Plan)
Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow
acttnnam and A-1- t....t..r_ rs Y_ - -'_ -- -- - __ - . . _
luePtrry almenslons of elevated pressure zones and locatlon of parapets.
-i' s
k r i
Ji
9mn Pi nine min mein- nnne — avatnchmAt
Section C
M 1 AM 1•GAL7E
a
`L' }tilt vt�rirrn, [ix Collerrrce Fvvry "a) "
Miami -Dade County HVHZ Electronic Roof Permit Form
Section C Page (Low Slope Roof Systems)
Fill in the specific roof assembly components. If a component is not required, insert not applicable (n /a) in the text box.
3OOF SYSTEM MANUFACTURER: I GAF MATERIAL CORP
product Approval (NOA): '; U7 1219.09 System Type:
Nind Uplift Pressures, From RAS 128 or Seated Calculations:
(P1) Field: -42.8 psf
(P2) Perimeters: 71.7 psf
(P3) Corners: psf
Maximum Design Pressure From NOA: "52 5 psf
Roof Slope:: 0 25 " : 12 Roof Mean Height: 14 ft.
oarapet Walls: 0 No 0 Yes Parapet wall Height:
Deck Type: 5/8" Plywood
Support Spacing: NA " o/c
Alternate Deck Type: NA
Existing Roof:
SAME
Fire Barrier:
NA
Vapor Barrier:
NA
Anchor Sheet:
ANA
t
Anchor Sheet Fastener / Bonding Material:
NA
Insulation Base Layer Size & Thickness:
Insulation Base Layer Fastener / Bonding Material:
NA
Insulation Top Layer Size & Thickness:
NA
Insulation Top Layer Fastener / Bonding Material:
........... _ ....... _.. _ .... _ _.. .... .
i NA
Base Sheet(s) & No. of Ply(s):
PT7ASSBASE 75# (1) PLY
Base Sheet Fastener / Bonding Material:
1 1 /4 "RS NAIL & TIN CAP 1 -5/8" TIN CAP
Ply Sheet(s) & No. of Ply(s):
FGAF PLY IV (2)
Ply Sheet Fastener / Bonding Material:
HOT MOP ASPHALT TYPE IV
Top Ply:
GAF MINERAL CAP SHEET
Top Ply Fastening / Bonding Material:
HOT MOP ASPHALT
Surfacing: GRANULES
SINGLE PLY MEMBRANE:
Single Ply Manufacturer / Type:
NA
Single Ply Sheet Width:: NA " 1/2 Sheet Width: NA ,,
No. of Single Ply 1/2 sheets: NA
Single Ply Membrane Fastening / Bonding Material:
NA
❑� FASTENER SPACING FOR BASESHEET ATTACHMENT
❑ SINGLE PLY MEMBRANE ATTACHMENT
1. Field: F97 " o/c @ Laps & F27 rows [;7 " o/c
2. Perimeter: F67 " o/c @ Laps & 47 rows " o/c
3. Corner: " o/c @ Laps & r47 rows � " o/c
NUMBER OF FASTENERS PER INSULATION BOARD:
1. Field: NA 2. Perimeter.: NA 3. Corner: NA
Insulation Fastener Type
NA
WOOD NAILER TYPE AND SIZE:
1 "X6" FACIAL BOARD
Wood Nailer Fastener Type and Spacing:
#12 WOOD SCREW
EDGE & COPING METAL SIZES:
Edge Metal Material: --Galvanized Metak-
Edge Size:: --3" face 26 ga.- -
Hook Strip Size: SELECT EDGE METAL HOOK STRIP SIZE
Edge Metal Attachment:
1 -1/4" RS NAIL 4 "OC
Coping Material: ;--SELECT PARAPET WALL COPING MATERIAL- -
Coping Size: ;--SELECT COPING METAL SIZE OR THICKNESS--
... _... .
Hook Strip Size: :-- SELECT COPING METAL HOOK STRIP SIZE- -
Parapet Coping Metal Attachment:
NA
Tile Roof System Wk i
MIAMI�t1ADE
Miami -Dade County HVHZ Electronic Roof Permit Form
Section D Tile Roof System
"Delivering Excellence Every Day"
Roof System Manufacturer: ENTEGRA ROOF TILE INC
Notice of Acceptance Number (NOA): 1 10-1202.01
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: 39.1 P 2: 68.1 P 3: 100.7
Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 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: 3 "/12"
Roof Mean Height: 16 ft.
Method of Tile Attachment:
-- Adhesive, Medium Paddy Polyfoam Polypro --
Alternate Method of Tile Attachment per NOA:
NA
Drip Edge Size & Gauge: face 26 gal
Drip Edge Material Type: --Galvanized Metal --
Drip Edge Fastener Type: �1 -1l4 RS NAIL 4" OC
Hook Strip /Cleat gauge or weight: I -- Select Hook Strip --
Deck Type: L-5/8" Plywood—
Optional Insulation:
NA
Optional Nailable Substrate:
NA
Optional Nailable Substrate Attachment:
NA
Basesheet Type:
ASTM FELT 30# D226
Fastener Type for Basesheet Attachment:
11-1/4 RS NAIL & TIN CAP 1 -5/8
Tile Underlayment (Cap Sheet) Type:
ASTM FELT 90#
Tile Underlayment Attachment Method:
HOT MOP ASPHALT
Tile Profile:
PLANTATION CONCRETE TILE
Section E
cc�uivrr
"Defiverirrg txreiferac:e Every oily„
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 Mf. If the Mf values are
greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
P 1: 39.1
x X 0.289 i = .11 29
- Mg: 7.79
= Mr1: 3.50 5 40.4 NOA Mf
P 2: 68.1
x k 0.289 = 19.68
_ Mg. 7.79....;
= Mr2 .1.1.89 ` < 40 4 NOA Mf
P 3:
;100.7
x 2
0.289
=
29.10
- Mg:
7.79
= Mr3.
21.31
5
40.4
NOA Mf
Method 3 "Uplift Based Tile Calculations Per RAS 127"
For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for
each area of the roof, then the tile attachment method is acceptable.
P1: x1:
=x w:=
Description
-W: =
x Cos 0: =Fr1:
5 NOA F'
P2: x I::
= x w:
P1 or P2 or P3
_ _
- W::
x cos 8: = Fr2:
5 NOA F'
P3:
Mean Roof Height
x 1:
Job Site h
=
x w:
Job Site
=
- W:
_
:
x cos 0:
Restoring Moment due to Gravity
= Fr3:
Product Approval (NOA)
5
NOA F'
Where to Obtain Information to complete tile calculations
Description
Symbol
Where to Find
Design Pressure
P1 or P2 or P3
Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional
engineer based on ASCE 7.
Mean Roof Height
H
Job Site h
h Roof Slope
8
Job Site
`Aerodynamic Multiplier
A
Product Approval (NOA)
Restoring Moment due to Gravity
Mg
Product Approval (NOA)
Attachment Resistance
Mf
Product Approval (NOA)
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval (NOA)
Required Uplift Resistance �
¢NYFr
t � Calculated
^Average Tile Weight
W
Product Approval (NOA)
Tile Dimensions
I = length
t
w — width
Product Approval (NOA) r.
r
Edge'Nailable Deck
COUI+IT1!
"Oeiivering E.%rcllence Every Da.0
Miami -Dade County HVHZ Electronic Roof Permit Form
Illustrate Components Noted and Details as Applicable:
Top Ply
111terplit s
Base Slip, et
Roof Mean Height: 4 ft.
Drip Metal:
3 "X3" GALVANIZED
Surfacing:
Drip Metal GRANULES
Top Ply:
"GAF MINERAL CAP SHEET
Interplies:
GAF PLY 4
Base Sheet:
GAF GLASSBASE 75
Deck Type:
PLYWOOD 5/8"
rage G Ul JJ
The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1/2 -in. minimum thick
gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks.
The use Of polystyrene insulation board between minimum 3 /4 -in. thick perlite board and deck with rosin paper (perlite /rosin
paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems.
"EnergyGuard@ RA" or'Tapered EnergyGuard@ RA" or "EnergyGuard@ Composite RA" may be substituted for any Atlas polyisocyanurate
insulation in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ".
"GAFGLAS@ #80 Premium Base Sheet" may be used in any of the following systems.
"GAFGLAS@ Flex Ply 6" and 'Tri-Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS@ Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications.
Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21/z to 3- gal /100-
ft2.
"Ruberoid@ Dual Smooth" may be used as an alternate to "Ruberoid@ Mop Smooth" or "Ruberoid® 20" or "RuberoidQ 20 HT"
"Ruberoid@ Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth"
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
"Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid@ Mop" SBS products in any applicable Classification.
1. Deck: C -15/32
Incline: 3
Class A
Insulation (Optional): _ One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type G1 or "GAFGLAS® Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 6" hot mopped.
Surfacing: — Gravel.
2. Deck: C -15/32
Incline: 2
Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or
perlite /polyisocyanurate composite or perlite /urethane composite or wood flber /polyisocyanurate composite or phenolic, any thickness.
Ply Sheet: — Three or more plies Type G1 or "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Ply 611.
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS@
EnergyCap'M 'M BUR Mineral Surfaced Cap Sheet."
3. Deck: NC
Incline: 2
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, Poly isocyanurate, urethane, perlite /polyisocyanurate
composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum.
Ply Sheet: — Two or more plies Type GI "GAFGLAS® Ply 4 ", "Tri -Ply@ Ply 4" or "GAFGLAS® Ply 6 ",
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@
EnergyCap'M BUR Mineral Surfaced Cap Sheet."
4. Deck: C -15/32
Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with
OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive.
Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" (may be nailed).
Ply Sheet: — One or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri-Ply@ Ply 4" or GAFGLAS@ Ply 6 ".
Cap Sheet: — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" or "GAFGLAS@
EnergyCap'M BUR Mineral Surfaced Cap Sheet."
Surfacing (optional): — "TOPCOAT@ EnergyCote'M" applied at a rate of 2 -gal /100 -ft2.
Deck: NC
Incline: 3
http : / /database. ul. com /cL,i- binlXYV/ template /LISEXT /1FRAME /showpage.html ?name =T... 2/23/2012
M ®� OWNER'S NOTIFICATION FORM
SECTION 1524
HIGH VELOCITY HURRICANE ZONE — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, 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 section. The provisions of Chapter 15
of the Florida Building Code, Building 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
bwner and the contractor. The owner's initials in the designed 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 workmanship provisions. Aesthetic issues such as color
or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between
t wner and the contractor.
R� 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in
accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code.
$(e roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.
townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify
th ccupants and 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
u erside of the decking may not be acceptable. The owner provides the option of maintaining its appearance.
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
0 c ditions should be corrected.
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
Iter 15 and 16 herein and the Florida Building Code, Plumbing.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the
uctstural assembly (the building itself). The existing amount of attic ventilation shall not be reduced.
Exception: Attic spaces, designed by a Florida - licensed engineer or registered architect to eliminate the attic venting,
shall not be required.
Owner's /Agent's Si
Contractor's Signat
Property Address:
123_01 -197 12109
Date: LEI / I-L I I / ICJ
Permit Number: I J
M I M C ADP_
am
13U]tLDING CODE COMPLIANCE OYVICE MCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation.
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADS COUN'T'Y, I?I,oRIDA
M@'I'RO -DADS FLAGLER 13UTLDING
140 WEST FLAGLER STO"T, SUM 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 ' FAX (305) 375 -2908
SCOPE:
11h is NOA is being issued under the applicable rules and regulations governing the use Of construction
materials. The doctmentatkm submitted has beeni reviewed by the BCCO and accepted by the Building
code and Product Review Committee to be used in Miami Dade County and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
`11 -iis NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
I1 ;serve the right to have this product or material tested for quality assurance purposes. If this product or
ri,aterial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
-nay immediately revoke, modify, or suspend the use of such product or material within
their Jurisdiction. BORA r+•serves the right to revoke this acceptance, if it is determined by Miami -Dade
C'ol.inty Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
"Phis product is approved as described herein, and has-been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
-D GSCR EPTION: GAF Conventional Built-Up Roof System for Wood Decks,
LABE+,LING: 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..
herein. AL 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 per
of this product.
' 1'rij�,NlELWA'110N of th is NOA will occur after the expiration date or if there has been revision
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as s a r!
e,idarsement of any product, for sales, advertising or any other purposes shall automatically terminate
th is NOA. Fa-i lure to comply with any section of this NOA shall be cause for termination and removal of
NC>A.
AU VLRT1S'EM ( NT: 'Fh: NOA number preceded by the words Miami -Dade County, Florida, and
f)llowed 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.
I iNSl�E(,'['10N -. A copy of this entire NOA shall be provided to the user by the manufacturer or its
riistributors and shall be available for inspection at the job site At the request of the Building Official.
i'h i s NOA renews and revises NOA No. 03- 4501.05 and consists of pages I tyro gh 19.
1'he submitted documentation was reviewed by Jorgc L. Aocbo.
NOA No.: 07- 1219.09
Explratrou Date: 11104113
r+► i.o,�ve vE
Approval Date: 03/20/08
Page 1 of 19
Deck Type 1: Wood, Non - insulated
Deck Description: 19/12" or greater plywood or wood plank decks
System Type E: Base sheet mechanically fastened.
All General and System Limitations shall apply.
Fire Barrier:
(Optional)
It-,Ise sheet:
Fastening Options:
MIAMI•DAD COUNTY
Fireoufrm Fire Barrier Coating,
Underlayment or SecurockTM.
VersaShleld®Non- Asphaltic Fiberglass -Based
GAFGLASO #80 ULDMATm Base Sheet, STRA.TAVENTD B"minatorTM
ailabl RUBERUIli'O Modified Base Sheet, RUBEROID 20, RUBEROID
Nabl e,
aileldTM Smooth or RUBEROIDI Heat- Wolffm 25 base sheet mechanically
fastened to deck as described below,
GAFGLAS® Ply 4, GAFGLAe Flex Ply'"m 6, GAFGLAS® #75 Base Sheet or
any of above Base sheets attached to deck with approved annular
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 psf, Sea General Limitation #7)
GAFGLASD Ply 4, GAFGLAS" -Flex PIyTM 6, GAJFGLAS"'#75 Base Sheet or
any of above Base sheets attached to deck with Drill-Teem # 12 standard, # 14
or # 15 Screws and 3" Drill- Tec''o" steel plate or Drill-Tee" AceuTrac Plates,
12." o.c. in 3 rows. one row is in the, 2" side lap. The other rows are equally
spaced approximately 12" o.c. in the field of the sheet.
(- M- aximum Design Pressure --4S psf, See General Limitation #7)
CAFGLASO Flex PIyTm 6, GA.FGLAS® #75 Base Sheet or any of above Base
sheets attached to deck with approved annular ring shank nails and tin caps at a
fastener spacing of 9° o.c, at the 4" lap staggered and in two rows 9" o.c. in the
field.
(%[xdri :um Design Pressure S2.5 psf, See General .t imita&" 07)
GAFGLASO #80ULTIMATm, IiUBEItOID`°20, RndW ring haank n* Smooth,
base sheet attached to deck with approved UK an
ring
inverted 3" steal plate at a fastener e of 9�o c/' in the center o the
membrane.
rc)ws staggered with a fastener spacing
(1l wamurn Design Pressure -60 psf, See General Limitartion #7)
GAFGLAS'* 975 Base Sheet y Screws s h' ets o to with
Drill -Te0v #12 standard, #1 4 or #1 S 3 a T steel � or
Drill -Tec1Al AccuTrac Plates, 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.
(V,faximum Design Pressure --#psf, See General Lirrtitati�Pn #t7)
Any of above Base sheets attached to deck.approved annular i n of 9k nails
a. nd:3" inverted Drill -Teem insulation plates at a fastener sp g at
the 4" lap staggered in two rows 9" in the field.
Waxirnum Design Pressure -60 psf, See General Limitation #7)
NOA No.: 07 -W9.09
L
rxpiration Dates 11/04113
Approval Date: 03/20/08
rage 17 of 19
G
A) GLASS #75 Base Sheet or any of above Base sh 011 Teo""�'asteel Plate tor
Drill- Teoi'M #12 standard, 414 or # 15 Screws an
sheet-
Drill Ac"Trac Plates, 8,, o.c. in 4 rows. Oneo.ewin the field of the sheet.
The other rows arse equally spaced s Se approximately inn 47J
,Vaximum Design pressure —TS psf, See General Lamftrrt
Pty Sheet:
One, or more plies of G � GLASS' PLY 4, #90 cio iT g o ' approved ��'OIDh MOP
Smooth or RUBBRO?LD 20 adhered to a pA
applied withia the LVT range and at a rate of 20-40 lbsJsq.
One t of G XGLAS® Mineral Surfaced Cap. Sheet or
Cap Sheet:
(Optional) ply Sheet adhered in a full
GAFGLASO EnergyCap�M Manezal Surd Cap a and at a rate
mopping of approved asphalt applied within the EVT rang
of 20 -40 lbs. /sq. 20 is top
Surfacing:
(Optional, required if RUBER00 MOP Smooth or RUBEROTD
membrane) Install one of the following:
l . Gravel or slag applied at 400 lbsJsq. and 300 lb sJsq���l �a din
a flood coat of approved asphalt at 60 lbsJsq, pp lied
coat of Leak Buster:m MatrixTM 103 Cold Process Adhesive app
at a rate of 3 galJsq.
2. CiAFGLt1 S'° Mineral Surfaced Cap Sheet, GAFG aSu Ba er C� P
Mineral Surfaced Capsheet adhered in .% full a rate of 20- 401bs./sq.
asphalt applied within the EVT range and at a raze
3 Leak BusterT"i MatriXTM 303 Premium Fibered Aluminum Roof
coating, at 1.5 gal. /sq.
4, Leak, BusterTM MatrixTM 715 ,Leak BusterT"i 1VlatrixT"" 322,
TOPCOA0fru +, iOPCOA•I'0 Fireshield Elastoiiieric Roofing
Membrane, applied at 1 to 1.5 gal. /sq.
5. Leak Bustef r"' Matrikrm 602 MB Xtra; Elastomeric Roofing
Membrane, EnergyCOWO roof c6ating applied at 1 to 15 gal. /sq.
g_ T,pPCOA'i'� Surface Seal+ TOPGOA'1;'� Fireshield�' SB solvent
based Eiastomeric Roofing Membrane applied at lw l•5 g q
es Photovoltaic Laminate solar energy
7. Advance Green Technologiui rnent installed in connpliance with
collector auxiliary roof eq p Codes_
manufacturers specifications and applicable Building
Maximum pesign See Fastening Above
P c•e5s u re
APPROVED JR, I
NOANO -; 0yxxro�n3
gxpiration pate:
A,pprOVa1 page, 0S /A
of 19
][„�rA.TiONS fastened base or anchor
WOOD DECK SYS M q and Flex P1YT"" b when used as a rneehanxcally
1 A slip sheet is required with Fly
sheet. �Mr , » sun, board is acceptable to be, installed directly over the
2. Minimum► Y/" 'Dens Deck or i Type gyp
wood deck.
GUIY)ER,AL LIW[TATIONS: roved R
Approved Materials Directory
l .
Fire classification is not part of this acceptance, refer to a current incompliance liaace with
for fire ratings of this product be attached P
Insulation may be installed in multiple layers. The first layer shad Pin of roved full
Product Control Approval guidelines. All other layers shall 4 bsJsq or m�ilanicallY attached using the
asphalt applied within the EVT range and
fastening pattern of the top layer lied in approved asphalt,
1. All standard panel sizes are acceptable for mechanical attachment Wlhen aPP cell foam
panel size shall be 4'x 4',mnaxinnum.
d. If no recovery board is used the base sheet shall d 8e
:i.
An overlay and/or recovery board insulation panel is required on all applications over
closed
in.su[ations when the base sheet is th11Y mopped-
12" diameter circles, 24" o.c.; or strip mopp
app[ied using spat mopping with approved asp t,
and one down the center 'of the sheet allowing a cony 12oun
ribbons in three rows, one at each sidelap able. A 6" break shall be placed every
stem shall be at a nninimum rate of
,�r•t.a of v <,ntilation. Encircling of the strips is not accept pressure of -45 psf.
cacti ribbon to allow cry atia bed sy9teuas shall bellimit d to at maximum design P i value of 275
1211;s.r's�[.
Not Spot
lined o Standard TAS IOS. If the fastener value, as field-
Fastener spacing for insulation attachments based on aMinimum Characteristic Force
as tested in cornpliance with Testing PP table.
te:�ted, are below 275 1 t& insulation attachment shall not be acceptable.
specific
' n for mechanical attachment of anchor/base sheettnoum deign value listed within a sp n a
t, 1'ar terser spacing the Building official,
minimum Fastener resistance value in conjunction with the Wired, as determined by Weer, Architect, or
,yste.m. Should the fastener resistance be, less than that required, Registered Engi
;, revised fastener spacing, prepared, signed and sealed by a Florida r cin shall utilize the withdrawal
be submitted. Said revised fastener spacing liance with
Registered Raof Consultant may lion Standards TAS 105 acid calculations in comp
resistance value taken froim. Testing App pressure requirements o£ these areas.
usist n Application Standard RAS 117. fiance with
Perimeter' and corner areas shaU comply with enhanced uplift p d and sealed by a Florida registered
: stoner densities shall be increased for both Calculations prepared, gnat calculated in co limitation is
a e>a this
1ticof"1g ,.Application Standard RAS 117. C b�able.)
rotessior,al Engineer, Registered Architect, or Registeredt �° #9 will to be ap1P
[ Genera]. Limi termination designs shall
,)ecificaily referred with this NOA, Profile, and/or flashing irerttents.
N. ill attachment and sizing of perimeter ionSta d d RAS t I 1 and applicable wind load requ
. e�r,form viit[1 Rooting App licable Go all roof pressure zones Ci c field,
['he ,ttiaximum designed pressure limitation listed shall be app the
d corners). Neither rational analyais, nor extnded corners and corners). (When enhance
perin1eteri, an applicable.)
b ,. General Limitsitlop #7 will not be ap
tastenin. J -,t enhanced pressure zones (i.e. perimeters, eaten
limitation is specifically referred witluin ity su A,
' ted herein shall have a quality assurance audit in accordance with the Florida Building
[o. All products listed
Code and Rule 9B -"72 of the Florida.Adm,inisprative Code. t TA► �E
F. D 014" THIS ACC P 07 1119.09
r40 N9.;
Expiration pate: 11/04/13
Approval ppage 09 317,0108
Of 19
MIAN1T- t►AI�' CoU TY
MIAMI -DAC?E
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAOLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOTICE OF ACCEPTANCE (NOA)
Entegra Roof Tile, Inc.
1289 NE 9`h Ave
Okeechobee, FL. 34972
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Plantation Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has 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 revises NOA No. 10- 0804.15 and consists of pages 1 through 5.
The submitted documentation was reviewed by Alex Tigera.
NOA No.: 10- 1202.01
Expiration Date: 12/08/15
Approval Date: 12/30/10
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub Category: Roofing Tiles
Material: Concrete
1. SCOPE:
This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured
for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of
Acceptance. For *the locations where the pressure requirements, as determined by applicable
Building Code, does not exceed the values listed in section 4 herein. The attachment
calculations shall be done as a moment based system.
2. PRODUCT DESCRIPTION:
Manufactured by Test Product
Applicant
Dimensions Specifications Description
Plantation Tile
Length: 161/2" Flat concrete roof tile for direct deck or
Width: 13" TAS 112 batten nail -on.
Trim Pieces
Length: varies Accessory trim, concrete roof pieces for
Width: varies TAS 112 use at hips, rakes ridges and valley
Thickness: varies terminations
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 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 shalt be in
compliance with applicable building code.
4. INSTALLATION:
4.1 Entegra Roof Tile, lnc.'s Plantation Flat Tile and its components shall be installed in
strict compliance with Roofing Application Standard RAS 118,119, & 120
4.2 Data For Attachment Calculations
NOA No.: 10- 1202.01
MIAMI•DADECOUN Expiration Date: 12/08/15
... Approval Date: 12/30/10
Page 2 of 5
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
Plantation Tile
11.6
1.375
1.08
Table 2: Aerodynamic Multi liens - 0
Tile
Profile
X (ft3)
Batten Application
A, (ft3)
Direct Deck Application
Plantation Tile
0.267
0.289
Table 3: Restoring
Moments due to Gravity - M (ft -Ibf)
Tile
21• 12"
311• 12"
499• 12"
6"• 12"
6"• 12"
Greater than
Profile
17.2
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
7 ":12"
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
Battens
Direct
51.7
24.4
Deck
1 -10d Smooth or Screw
Shank Nail Field Clip)
Deck
24.3
Deck
Deck
19.0
Deck
22.1
Deck
Plantation
7.22
7.91
6.85
7.79
6.75
7.67
6.61
7.52
6.44
7.32
6.26
7.04
Tile
65.5
48.3
1 Installation with a 4" file headlap and fasteners are located a minimum of 2' /z' from the head of tile.
Table 4: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf)
For Nall -On Systems
Tile
Profile
.Fastener Type
Direct Deck
(Min 15/32"
plywood)
Direct Deck
(Min. 19132"
plywood)
Battens
Plantation Tile
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw
Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw
Shank Nails
14.0
18.8
7.4
1 #8 Screw
30.8
30.8
18.2
2 #8 Screw
51.7
51.7
24.4
1 -10d Smooth or Screw
Shank Nail Field Clip)
24.3
24.3
24.2
1 -10d 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
2 -10d Ring Shank
Nails'
50.3
65.5
48.3
1 Installation with a 4" file headlap and fasteners are located a minimum of 2' /z' from the head of tile.
NOA, No.: 10- 1202.01
Expiration Date: 12/08/15
Approval Date: 12/30/10
Page 3 of 5
Table 6: Attachment Resistance Expressed as a Moment Mf (ft -ibf)
For Two Pa Adhesive Set Systems
Tile Profile
Tile Application
Minimum Attachment
Pol ProTm
118.9
Resistance
Plantation Tile
Adhesive
31.3
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weights per patty 13.9 grams.
Pol oam Product, Inc. Average weight per patty 8 grams.
Table 6: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf)
For Sin le Patty Adhesive Set System
Tile Profile
Tile Application
Minimum Attachment
Resistance
Plantation Tile
Pol ProTm
118.9
Pol ProTM
40.4
4 Large paddy placement of 46 grams of Pot ProM.
S Medium paddy placement of 24 grams of Pol ProTm.
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf)
for Mortar Set Systems
Tile Profile Tile Application Attachment
Resistance
See specific mortar manufacturer's Notice of Acceptance.
5. LABELING
5.1 All tiles shall bear ,the imprint or identifiable marking of the manufacturer's name or logo
as seen below or following statement: "Miami -Dade County Product Control Approved ".
5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E"
USA, "E", Entegra "E ", where the E is a stylized logo.
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable Building
Code in order to properly evaluate the installation of this system.
7. MANUFACTURING LOCATIONS
7.1 Okeechobee, FL
NOA No.: 10- 1202.01
Expiration Date: 12/08/15
Approval Date: 12/30/10
Page 4 of 5
PROFILE DRAWING
PLANTATION FLAT CONCRETE TILE
END OF THIS ACCEPTANCE
NOA No.: 10- 1202.01
Expiration Date: 12/08/15
Approval Date: 12/30/10
Page 5of5
C'011h€TY
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
3M Company
3M Center Building 0220- 05 -E -06
St. Paul, MN. 55144 -1000
SCOPE:
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 /pera
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 PERA. - 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 (1n 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. PERA 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: 3MTM 2- Component Foam Roof Tile Adhesive AR-160
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7.
The submitted documentation was reviewed by Alex Tigera.
MIAMI•DADE COUNTY
��Ljumfymj
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: Polyurethane
SCOPE:
This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as
described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as
determined by applicable building code, does 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 tiles
system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systems
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions Test Product Description
Specifications
3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 N/A Dispensing Equipment
ProPack® 30 & 100 NIA Dispensing Equipment
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment
resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160
roof tile adhesive.
MANUFACTURING LOCATION:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Proper
Test
Results
Density
ASTM D 1622
1.6 lbs. /ft.3
Compressive Strength
ASTM D 1621
18 PSI Parallel to rise
12 PSI Perpendicular to rise
Tensile Strength
ASTM D 1623
28 PSI Parallel to rise
Water Absorption
ASTM D 2127
0.08 Lbs./Ft2
Moisture Vapor Transmission
ASTM E 96
3.1 Perm / Inch
Dimensional Stability
ASTM D 2126
+0.07% Volume Change @ 40'F., 2 weeks
+6.0% Volume Change @158 °F., 100% Humidity, 2
weeks
Closed Cell Content
ASTM D 2856
86%
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 2 of 7
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.
EVIDENCE SUBMITTED:
04/30/93
Southwest Research Institute
Test Agency Test Identifier
Test Name/Reaort
Date
Center for Applied Engineering #94 -060
TAS 101
04/08/94
257818 -IPA
TAS 101
12/16/96
25- 7438 -3
SSTD 11 -93
10/25/95
25- 7438 -4
25- 7438 -7
SSTD 11 -93
11/02/95
25 -7492
SSTD 11 -93
12/12/95
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[l]
ASTM E 84
01/16/95
Trinity Engineering
7050.02.96 -1
TAS 114
03/14/96
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. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH-
160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile
assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
- -t
IF — W
t2rr
MS
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 3 of 7
INSTALLATION:
1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current
NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160.
2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient
attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance 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. 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 Company's 3MTM 2- Component Foam Roof Tile Adhesive AH-
160 Operating Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M
Company shall supply a list of approved applicators to the authority 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" component shall be maintained between 1.0 -1.15 (A): 1.0
(B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No
other settings shall be approved.
6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or
ProPack® 30 & 100 dispensing equipment only.
7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight.
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2-
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in
accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted
herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement Detail
Single Paddy Weight
Min. (grams)
Two Paddy Weight per
paddy Min. (grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece Barrel)
#1
17 /side on cap and 34/ an
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
NOA No.: 12- 0228.18
MIAMI- DADECOUNTY Expiration Date: 05/10/17
... s , Approval Date: 05/10/12
Page 4 of 7
LABELING:
All 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 containers shall comply with the Standard Conditions
listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the installation of this
system.
Nail through plastic cement
undedayment
10
Eave Course
Eave Closure
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Paddy (Beneath Tile)
Fascia
Eave course only:
Keep adhesive approx.
41n. up from weepholes
Nail through plastic cement Paddy (Beneath Tile)
nderlayment
10 in.
Eave Course
Eave Closure
Eave course only:
Keep adhesive approx. 4 in. up Fascia
from weepholes
Nail through plastic cement
Undarlayment
1
2 i
e:\
Eave Course
Eave course only:
Keep adhesive approx.
41n. up from weepholes '40,
Paddy (Beneath Tile)
%` Fascla
Eave closure
Drip edge
1) Place enough adhesive to achieve 17 to 23 Optional 2x4!s for
square inches In contact with the pan 01 steep pitch applications Nail through plastic cement
2) Turn covers upside down. Place adhesive 1121n.
To I in. From outside edge of cover Ole.
Then install the Ole.
Undeflayment
�R..v
ofporu-
he save i iii Sheathing
course cover
Abutto second course f Optional
pan files. Ens save end of
pan and cover files are
Point-up Mortar
flush at save line. on longitudinal
edges of file
Eave closure Wee Is Fascia Bo
(mortar shown)
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath rile)
Underlayment Underlayment
1 ° 1 °_
2 in.
�in.
Eave Course
Fascia Fascia
Weephole
Eave Course Eave closure
Eave Closure Drip edge
NOA No.: 12-0228.18
WMIAMMADE COUNTY Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
Nail through plastic cement
1
Single paddy
3 in. under the
I x3in.
Single paddy on 2 in. 4 in.
under- °
layment
Single paddy'
on top of tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Paddy Nail through plastic cement Single paddy under tile
(between tile)
Underlayment Single paddy between file
Paddy 2 in. x 7 in. medium
(under tile) ° size paddy eave
'y course only
_;__n.x 3 in.
Single 4 in. 2 in.
v�✓
paddy on
under -
layment
Single paddy Fascia
Eave course j on top of tile Weephole
1 in. X 7 in, medium �C�Or Eave so Eave closure
size paddy save '`�'d Drip edge
Fascia course only
Nail through plastic cement Single paddy
under tile Single paddy
between tile
in. x 3 in. 4 in.
Single paddy
on underlayment 2 mf-
Single paddy Eave Closure
on top of the
2 in. x 7 in. medium
Eave Course size paddy save course only
Fascia
END OF THIS ACCEPTANCE
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 7 of 7
r ,
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 0 r 01 (. Z �t1 OR Bk 28756 Ps 3932; (fps) -- - --
RECORDED 08/05/2013 10:47 :24
HARVEY RUVIKv CLERK OF COURT
STATE OF FLORIDA: MIAMI-DADE COUNTYP FLORIDA
COUNTY OF MIAMI -DADS: LAST PAGE
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.
Space above reserved for use of recording office
d
1. Legal description of property and street/address: bt 3 0— 3
2. Description of improvement: cam `°
3.Owner(s) name and address: 1
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name, address and phone number:
5. Surety: (Payment bond required by owner from contractor, if any)
Name, address and phone number.
Amount of bond $
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 4
8. 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(1)(b), Florida Statutes.
Name, address and phone number. P/A
9. Expiration date of this Notice of Commencement:
(the expiration date Is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY P YMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UND C TER 713, PART i, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS T+ YOU R T A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPE ON. F Y TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE- COMMENCING -WORK
OR RECORDI YO R MMENCEMENT.
Signature(s) of s) C�v6g0' Authorized Officer/Director/Partner/Manager !f r
Prepared By Prepared By
Print Name Np6m 51V4 Print Name U
Tale/Office Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI &'4+yA/ti/�„+yrpyryr.
The foregoing instru f Qb clem�ir as t day
By Pedro A Godoy
Individually, or ❑ for `a
❑ Personally known, entifi
Signature of Notary Public:
42
Print Name:
(SEA)
lcao �.O
VERIFICATION PURSUANT TO SECTION 92525, FLORIDA STATUTES 8tozmveo se+idx3
a
Under penalties of perjury, I declare that I have read the foregoing and 191M33 Upissimuwo AW � � 041ad
�tpad •� $ -�
that the facts stated in it are true, to the best of my knowledge and belief. O O
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/PartnerlManager who sign e: • (� i�
I
By By d I
123_01 -32 PAGES 6112