RF-13-2Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 183594 Permit Number: RF- 1 -13 -2
Scheduled Inspection Date: February 11, 2013
Inspector: Bruhn, Norman
Owner: CHEN, PEGGIE
Job Address: 112 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number
Parcel Number 1132060132410
Phone: 305 - 757 -2612
Building Department Comments
RE -ROOF GARAGE ONLY SANTA FE CLAY TILE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
February 08, 2013
For Inspections please call: (305)762-4949
Page 10 of 30
F•I•E•
FLORIDA INTERNATIONAL ENGINEERING
&TESTING LAB
INSIGHT•INNOVATION•INTEGRATION
Florida International Engineering and Testing Lab LLC
16701 SW 117 Avenue, Miami, FL 33177
Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997
Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273
Owner's Name:
Job Address:
Roofing Contractor:
Permit Number: g e- r-11 ° 7—
d feet
VLadder
SITE SPECIFIC INFORMATION
opct
Approximate Roof Height:
Type of Access to Roof:
OtherRequired Testing Force: 35 lbs.
Date Installed: ��td
tom.
Type of Tile: #r" .iL
Slope: D 2. Approximate Square Footage: 2
0 ft2
Testing Equipment: F.
Date of Inspection:
E. i00x Shimpo Instrument
5�d
TEST RESULTS
P= PASS, F= FAIL
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
Test
Location
P or F
Corners
7,4
2.1
Hips & Ridges
�tion
I'
22
2
42
62
82
3
23
43
63
83
4
24
44
64
84
5
25
45
65
85
6
26
46
66
86
7
27
47
67
87
8
28
48
68
88
9
29
49
69
89
10
30
5.9
70
90
11
31
51
71
91
12
32
c
52
72
92
13
33'
53
73
93
14
34"
54
74
94
15
35
55
75
95
16
36
56
76
96
17 :
37
57
77
97
18
38
58
78
98
19
39
59
79
99
20
40
60
80
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TM 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
ADDITIONAL TEST INFORMATION
Perimeter Width: ft
Area
Units or ft2
No. of Tests
Perimeter
ibei
Field
l e t®
17'
Corners
7,4
2.1
Hips & Ridges
G 141®
I'
RESPECTFULLY SUBMITTED BY:
Vinayagar M. Balakrishnan V
State of Florida Lie # 63107
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Miami Shores Village ECEIV.
Department o
Building zo1�
1D050 N.E.2nd Avenue, Miami Shores, Florida 33138 ��'�
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE, NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
/42 qs s,' /"
JOB ADDRESS: /42 N(
City: Miami Shores County:
Folio/Parcel #: 6! /2) ®13 ` lnt 10
Is the Building Historically Designated: Yes NO
FBC 20 'L'
Permit No. 12-°(2 I
Master Permit No.
ROOFIN
Miami Dade
Zip: f
Flood Zone:
OWNER: Name (Fee Simple Titleholder):
1��' l/Y' I '(? j� Phone #: 30 S ."{ i J r � i
Address: I Ili 1 J E 9 S f
City:
AA Shorts State: FL- Zip: 3 13 R
�"11O1 )t
Phone #:
Tenant/Lessee Name:
Email: ?e 1.e Cik Cr( 'Z)0s-(i ak(7o Gorki
CONTRACTOR: Company Name:
Oeadi & L. 040,02A.63 Phone #: / U -�
Address: i rE / 7 r
City :M*4' f7;/ t'1
State:
Qualifier Name: %. f .J 4 /Ot'i Phone#: — _ r _ r _
GG G)/V a G Certificate of C. mpete r y #: �;►.1//
State Certification or Registration #: �. / � /
Contact Phone #:.
? S" 7J7 _ ).. Email Addrss: I JP, 4/011 — i ■- • -- -
Phone* DESIGNER: Architect/Engineer:
Zip: 3V13 Ge'
// Square/Linear Footage of Work:
Value of Work for this Permit: $ /r
❑A teraton (New epair/Race
Type of Work: ❑Additi • 4 r
Description of Work.
9► i �� •r !��"
(Demolition
Af
AY NW
fs*#%t+Rrc** **+k ***************** ffi4 4**** **YX*****sh* *• K******tg*+R*****+knt�saK =� �sffi¢t
Submittal Fee
r Permit Fee $ CF $ CO /CC $
Bowl $
Scanning Fee $
Radon Fee $ DBPR $
Notary $
Training/Education Fee $ -- Technology Fee $ --
Double Fee $ Structural Review $
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 State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 pe%nmit 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 inspect' n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not aapprov d a reinspection fee will be charged. i r
Signature
Owner or Agent
The foregoing instrument was acknowledged (before me this .2-
day of., 20 , by'i n.Q CAts,C 4'`,
who ' �inl
Contractor
The f egoing instrument was acknowledged before me this
day o , 20 Ii , by . %� �. ?I��
y
wn to me or who as produced who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
si e .=,t ati.i,IP i g:
Print: h c ,' `, .,A Ai. J
x�r ,p, q
My Commissio s CSC k�.`L�.�Y�.+m'"'b i AFL 04
1:6011 ATIOISINSIMMXIatt
sBcb********** tort *****+Rd+ ****+R***** i***i**+k****** ffi**i * ***A * **** * ** R* ***iu****+R**&******. $tl &*****4 * * * ii**** ***
�/ Zoning
Plans Examiner
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission
APPROVED BY
Structural(2eview
(Revised 3 /122012)(Revised 07 /10/07)(Revi 06/102009)(Revised 3/15/09)
Clerk
Miami Shores Village
Building Department
10050 NE.2nd Avenue
Miami Shores; Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Owner's Name: f'ecj �'�'
Re:
Property
Address: 11 .1-= IVE & 5
Roofing Permit Number:
Dear Building Official:
I P91 Ch- certify that I am not required to retrofit the roof to wall connections of my
building because:
1 The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad
valorem taxation.
The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edit j of they Florida Building Code (1994 SFBC)
Date: f-- Z-' 13
�IgFYY►''1t noires . 2J3 i 35
Signet
State of Florida
County of Dade
The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
'G- day of calth .2-0(3
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or mo
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Sndia jD. Hart
rtic.ci66 e D5367559
• An. 02,'3
ng wenliconstruct
Revised on 5121/2009
with FBC nor a 1994
Miami -Dade Mme
My Home
Show Me:
I Property Information
Search By:
I Select Item
El Text only
Property Appraiser Tax Estimator
Ig Property Appraiser Tax
Comparison
Summary Details:
Folio No.:
11- 3206 - 013 -2410
Property:
112 NE 98 ST
Mailing
PEGGIE CHEN
Address:
1
Living Units:
214 PINELLI DR
Adj Sq Footage:
PISCATAWAY NJ
Lot Size:
08854-
Pro rtv Information:
Primary Zone:
1000 SGL FAMILY -
2101 -2300 SQ
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
2/2
Floors:
1
Living Units:
1
Adj Sq Footage:
1,354
Lot Size:
9,200 SQ FT
Year Built:
1940
$0/$205,524
MIAMI SHORES SEC 1
City:
AMD PB 10-70 LOTS 12
$0/5186,840
& 13 LESS W2OFT BLK
Legal
18 LOT SIZE
Description:
IRREGULAR OR 17194-
1596 0496 1 COC
22442 -0867 06 2004 1
OR 22442 -0867 0604 00
Assessment Information:
Year:
2012
2011
Land Value:
$102,976
$79,212
Building Value:
$106,934
$107,628
Market Value:
< $209,910
$186,840
$186,840
Assessed Value:
$205,524
Taxable Value Information:
ACTIVE TOOL: SELECT
Year:
2012
2011
$342,000
Applied
Applied
Taxing Authority:
ExemptiTaxable on/
Exemption/ Taxable
Sales which are qualified
Value:
Value:
Regional:
$0/$205,524
$0/$186,840
County:
$0/$205,524
$0/$186,840
City:
$0/$205,524
$0/5186,840
School Board:
$0/$209,910
$0/$186,840
Sale Information:
Sale Date:
6/2004
Sale Amount:
$342,000
Sale 0 /R:
2 2442 -0867
Sales
Qualification
Sales which are qualified
Description:
View Additional Sales
Additional Information:
lick here to see more information for this I
,ronerty.
Aerial Photography - 2012
0
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http: / /gisims2.miamidade .goy /myhome /propmap.asp 12/13/2012
NOTICE OF COMMENCEM
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT `CM
PERMIT NO. ) 5-49— TAX FOLIO NOV
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain .raf
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street / area
2. Description of improvement
opt- to thitift raA, 2,6
3. Owner(s) name and add
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address:
5. Surety: (Payment bond required
i,ii... II 111 '
by owner from contractor, if any)
Name and Address:
Amount of bond $
6. Lender's name and address:
STATE OF FLORIDA COUNTY OF DARE
_ iii„ .•x, .
'
,.`.11.7.5"
gyp,. (an t {}jr � '�lf•:
I HEREBY CERTIFY tkeits is s;rue
7. Persons within the state of Florida designated by 0
provided by Section 713.13(1)(a)7., Florida Statutes.
Name and Address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor s No ice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and Address:
9. Expiration date, of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a
different date is s.- 41 ed)
Print Owner's Name Jv-
Sworn to and subscribed before me this 2.
a tare 'i f'iJwner
Notary Public: Print Notary's - me: 6FLfl)rA , tAar
My commission expires:
day of
Prepared by
,20 t
Miami Shores Village
Florida Building Code 2010 E
High Velocity Hurricane Zone Uniform Pe
SUBJECT r0 COMPliANCE WI [H ALL FEDERAL
No. Process No.
STATE ANL) C.;D LJN i _l HULES AND PECULAT IOLS
Nance ®6 -- /Ve'
//A fie 7s sr
ROOF CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
Shingles
❑ Prescriptive BUR -RAS 150 Are there
Gas Vent Stacks?
Yes NoC)
ROOF TYPE r;,.<-. atural❑ LPGX❑
❑ New Roof eS.RWItftflog ❑ Reco RepaU CI Maintenance
. ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep. Sloped Roof Area (SF) Total (SF)
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow
scuppers and overflow drains. Include . dimensions of sections and levels, clearly
identify dimensions of elevated pressure zones and location of parapets.
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Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section D (Steep Sloped Roof System)
Roof System Manufacturer: 1 ...a : t ,
_
Notice of Acceptance Number: / ,2 -- D j'_ /®. ®/
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
P1:_ 7 % P2: ° P3:„2,_ 0 8
Maximum Design Pressure
(From the NOA Specific System): 2 :- Sr-
Method of tile attachment: . .., .. . ,
Roof Slope:
/).- .12
Steep Sloped Roof System Description
Deck Type:
CA/ (CIa�
ype Underlayment
nsulation.
r A 22C •* 3
Ire Barrier:
Ridge Ventilation?
/ti 4
/t/
A
astener Type Spacing:
dhesive Type:
Mean Roof Height: /1
ype Cap S� rio
oof CoveringI ca4tied n (7
Type & Size Dr! V'
dge:
2
zc�4.94(.1—
Florida Building Code 2010 Edition
High Velocity Hurricane Zone Uniform Permit Application Form
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M,with the values from Mt. If the Mt values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P,:_,__ x ..A t7 � _� -Mg: 57 ;2 = Aid • NOA Mt ay
(P2 65:1.), • .2 f7 ®20_.22)- Mr, ,j. _ . G NOA lltt22%r --
(P3• C . z...:2./ ®,,2V 7f— Mg :,5-�� ,' `> F NOA11�,�ir.
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From Table Below NOA 1Vli
Mr Required Moment Resistance*
*Mast be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared 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.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pi: zl: = z w:= ) —W: x cos 8: = Fri: NOA F
(P2: x l: = ._.__ a w: = ) — W: s cos 8: = Fry: NOA F
(P3 • xi: = Z w: = ) - W: _x cos 8: = Frs: NOA F'
Where to Obtain information
Description
Design Pressure
Symbol
Where to find
P1 orP2orP3
RAS 127 Tablet or by an engineering analysis pm:paredby PEbasedonASCE
7
Mean Roof Height
Job Site
Roof Slope
8
Job Site
Aerodynamic Multiplier
Restoring Monet due to Gravity
Ate Resistance
NOA
Ms
NOA
Mr
NOA
Required Moment Resistance
M*
Caladated
Attaclunent Resistance
F
NOA
Required Uplift Resistance
P,
Calculated
Avaage Tile Weight
Dimm.
w
NOA
1-= length
w =width
NOA
All calculations must be submitted to the riding Official at the time of pexndt application.
MIAMI
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Santafe Tile Corporation
8825 NW 95th Street
Medley, FL 33178
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 /Hera
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County 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
(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. 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: Santafe Spanish `S' Clay Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This replaces NOA# 10- 1005.15 and consists of pages 1 through 5.
The submitted documentation was . reviewed by Alex Tigera.
NOA No.: 12- 0210.01
Expiration Date: 02/01/16
Approval Date: 05/31/12
Page 1 of 5
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
Deck Type:
Roofing
Roofing Tiles
Clay
Wood
1. SCOPE
This approves a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured by Ladrillera
Santafe S.A. in Bogota, Colombia and distributed by Santafe Tile Corporation as described in Section 2 of this
Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building
Code does not exceed the design pressure values obtained 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
Applicant Dimensions
Santafe `S' Clay Roof L = 18"
Tile W = 11.1"
Trim Pieces
1= varies
w = varies
varying thickness
2.1 MANUFACTURING LOCATION
1. Bogota, Colombia
2.2 SUBMITTED EVIDENCE
Test Agency
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
The Center for Applied Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
MIAMFDADE COUNTY
APPROVED
Test
Specifications
TAS 112
TAS 112
Product
Description
One piece high profile clay roof tile equipped with
two nail holes. For nail -on, mortar set and adhesive
set applications.
Accessory trim, clay roof pieces for use at hips,
rakes, ridges and valley terminations. Manufactured
for each tile profile.
Test Identifier
94 -156 -8
94 -156 -9
25- 7205 -1
Project: 07- 07 -00 -91
(307023)
7161 -03
Appendix II
7161 -03
Appendix III
P 0402
Test Name/Report
TAS 101
TAS 102
TAS 101
TAS 100
TAS 108
(Nail -On)
Static Uplift Testing
TAS 102 & TAS 102(A)
Withdrawal Resistance
Testing of Screw vs smooth
shank nails
Date
Aug. 1994
March 1995
Sept. 1994
Dec. 1991
Dec. 1991
Sept. 1993
NOA No.: 12- 0210.01
Expiration Date: 02/01/16
Approval Date: 05/31/12
Page 2 of 5
2.2 SUBMITTED EVIDENCE
Test Agency Test Identifier Test Name/Report , Date
Redland Technologies P 0647 -01 TAS 108 Aug. 1994
(Mortar Set)
Redland Technologies P 0631 -01 PA 108 July. 1994
(Mortar Set)
Celotex Corporation Testing Services 520305 -01 thru 05 PA 102 June 1999
IBA Consultants, Inc. 2353 -4 Restoring Moment Aug. 1999
PRI Asphalt Technologies, Inc. SFTC- 003 -02 -01 TAS 101 12/06/02
IBA Consultants, Inc. 2353 -70 TAS 101 09/22/03
IBA Consultants, Inc. 2353 -71 TAS 101 09/22/03
IBA Consultants, Inc. 2353 -93 ASTM C 1167 07/18/05
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with
TAS 106.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test
in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code
Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed
section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated
otherwise by the underlayment material manufacturers published literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with
applicable building code.
3.7 May be installed on slopes 7:12 and greater.
4. INSTALLATION
4.1 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard
RAS 118, RAS 119 and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (lbf)
Length -I (ft)
Width -w (ft)
Santafe 'S'
6.7
1.5
0.958
MIAMI.DADE COUNTY
APPROVED
NOA No.: 12- 0210.01
Expiration Date: 02/01/16
Approval Date: 05/31/12
Page 3 of 5
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
Table 2: Aerodynamic Multiplyers— X(ft3)
3 ":12"
Tile
5 ":12"
A, (ft3)
A, (ft3)
or
Direct
Deck
Profile
Direct
Deck
Batten Application
Direct Deck
Santafe 'S'
Direct
Deck
Battens
0.274
0.297
Table 3: Restoring Moments due to Gravity - Mg (ft-Ibf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12"
greater
Battens
or
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Santafe 'S'
5.93
5.90
5.85
5.82
5.73
5.69
5.56
5.53
5.32
5.29
5.03
5.00
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Nail -On Systems
Tile Profile
Fastener Type
Direct Deck
Battens
Santafe 'S'
2 -10d Ring Shank Nails
21.8
N/A
One #8 Screw
29.161'2
N/A
Two #8 Screws
38.281
N/A
One #8 Screw w/ Clip
57.31''2
N/A
Two #8 Screws w/ Clip
57.601
61.77'
1. Approved screws as noted 'Product manufactured by others'.
2. When using one screw it must be installed in the inside hole located nearest to the hump of the tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Santafe 'S'
Tile Bond
38.9's
Polyfoam Polypro AH 160T"'
28.54
2 See manufactures component approval for installation requirements.
3 Flexible Product, Inc. Average weight per patty 10.4 grams.
4 Polyfoam Product, Inc. Average weight per patty 9.4 grams.
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Santafe 'S'
Polyfoam Polypro AH 160T""
63.8°
Polyfoam Polypro AH 160TM
61.96
5 Paddy placement of 63 grams of Polypro AH 160T"".
6 Paddy placement of 24 grams of Polypro AH 160T"".
MIAMbDADE COUNTY
APPROVED
NOA No.: 12- 0210.01
Expiration Date: 02/01/16
Approval Date: 05/31/12
Page 4 of 5
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf)
for Mortar or Adhesive Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Santafe 'S'
Mortar Set
23.6
MIAMbDADE COUNTY
APPROVED
NOA No.: 12- 0210.01
Expiration Date: 02/01/16
Approval Date: 05/31/12
Page 4 of 5
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below,
or following statement: "Miami -Dade County Product Control Approved ".
SANTA FE TM MADE IN COLOMBIA
LABEL FOR SANTA FE SPANISH "S" CLAY ROOF TILE
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system.
18"
PROFILE DRAWING
When using one screw
use this hole.
11.1"
MIAMI DADE COUNTY
APPROVED
"SANTAFE S" CLAY ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 12- 0210.01
Expiration Date: 02/01/16
Approval Date: 05/31/12
Page 5 of 5
DEPARTMENT OF PERNII'ITING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA)
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
www.miamidade.sov /pera
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 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 (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. 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 A11-160
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.
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 1 of 7
ROOFING COMPONENT APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
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
3MTM 2- Component Foam N/A
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 N/A
ProPack® 30 & 100 N/A
Test
Specifications
TAS 101
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment
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:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
MIAMIFDADE COUNTY
APPROVED
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158°F., 100% Humidity, 2
weeks
86%
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:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB -589 -631
9637 -92
01- 6743 -011
01- 6739- 062b[1]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
Test Name/Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
ASTM E 108
ASTM E 108
ASTM E 84
TAS 114
TAS 101
TAS 101
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
04/30/93
11/16/94
01/16/95
03/14/96
10/23/98
12/28/98
TAS 101 03/02/99
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.
FI
— —W
F' -12�
MS
MIAMFDADE COUNTY
APPROVED
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 RTF 1000 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 be set 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 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
MIAMI-DADE COUNTY
APPROVED
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
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.
Nag through plastic cement
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Paddy (Beneath Tile)
10 In.
Ewe course only:
Keep adhesive approx.
4In. up from wespholes
Nall through plastic cement
Paddy (Beneath Tile)
MIAMI•DADE COUNTY
APPROVED
1) Place enough adhesive to achieve 17 to 23 Optional pitch hap for
square Inches In contact with the pan the atsep pgudt appgcetiora
2) Tum covers upside down. Place adhesive 1121n,
To 1 In. From outside edge of cover the.
Then Install the tile.
Underlayment
Remov
top portion
of the save
course cover We.
Abutto second course of
pan tiles. Ensure nave end of
pan and cover tiles are
flush at eave line.
Save closure
(mortar shown)
Wesphole Fascia
Nag through plastic cement
Sheathing
Optional
PolntupMortsr
on longhudinai
edges of tIle
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
Nall through plastic cement
Underlayment
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Paddy (Beneath Tile)
Eave Course
Eave Closure
Nall through plastic cement
Underlayment
Paddy (Beneath Tile)
Eave Closure
MIAMI-DADE COUNTY
APPROVED
Eave Course
Fascia
NOA No.: 12- 0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nall through plastic cement
Paddy
(between tile)
Paddy
(under tile)
r3in.
I x3 in.
Single paddy on
under -
layment
Single paddy
under tile
Single paddy
on top of the
ffr
V
Eave course
In. X 7 in. medium
size paddy eave
Fascia course only
Nail through plastic cement
Nail through plastic cement
Underlayment
tr 3 In.x3In.
Sin gle 4 in. 2 In,
paddy on
under- ��
Single paddy under tile
Single paddy between tile
2In. x 7 In. medium
size paddy eave
course only
layment
Single paddy
on top of tile
Eave
Course
-••
Fascia
Weaphole
Eave closure
Drip edge
Single paddy
between the
lr in.x 3 In.
Single /paddy
on underlayment
Single paddy
on top of tile
Eave Course
MIAMFDADE COUNTY
APPROVED
Eave Closure
2 in. x 7 In. medium
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
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 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
Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner and the
contractor. The owner's initial in the adjacent box indicates that the item has been explained.
1 c./' 1. Aesthetics - Workmanship: The workmanship provisions of Section R4402 are for the purpose of
providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics
(appearance) are not aaonsideration 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 the owner and the contractor.
4.. z. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior
to removing the existing roof system.)
r71.,/ 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 the occupants of adjacent units of roofing work to be performed.
Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking
can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing
nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining
this 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 conditions should be corrected.
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 Sections R4402, R4403 and R4413.
7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of
the roof.
Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic
%/venting, venting not be required.
• ^tee _ t s Signature Date
5
Property Address
H/, s %Qi49s FL
Permit Number
ontractor's Signature