RF-12-940r
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 174031 Permit Number: RF -5 -12 -940
Scheduled Inspection Date: July 13, 2012
Inspector: Bruhn, Norman
Owner: LONGMAN, MICHAEL
Job Address: 844 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: EARL W JOHNSTON ROOFING, INC.
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number (305)757 -9790
Parcel Number 1132060142560
Phone: 954- 989 -7794
Building Department Comments
RE -ROOF TILE
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
July 12, 2012
For Inspections please call: (305)762-4949
Page 12 of 19
ACB2 Engineering Inc.
Testing & Engineering Services
Certificate of Authorization# 8131
'el: 954- 245.8976; Fax: 954.301.7776
5230 NE 18th Avenue
Fort Lauderdale ,FL 33334
7/9/2012
Roof Tile Uplift Test Report
Attention:
Miami Shores Village, Building Division,
10050 NE 2 Avenue, Miami Shores FI 33138
Test Date: 07/9/2012
Permit # RF -5-12 -940
Property Address.
Longman Residence
844 NE 98 Street, Miami Shores, FI
Roof Pitch:
Type of Tile:
Roof Area:
4 1n 12
Altusa Roof Tile
24.00 squares
Tile Attachment Method:
Two Component Polyurethane Foam Adhesive -Poly Pro H 160
Field Instrument :
IMADA Force Gauge 0 -100 Serial number: 243454
Test Location
Perimeter Area: 10.00 sq
Field Area: 14.00 sq
No. of Corner: 6
Ridge Areas: 132 pcs
Total Number of Tests Field Uplift Pull Test Test results
10 As per FBC 2010 Passed
14 As per FBC 2010 Passed
6 As per FBC 2010 Passed
14 As per FBC 2010 Passed
Important:
These laboratory results can change due to future weather impacts and /or unavoidable roof
traffic. Therefore, this report represents the TAS 106 results at the time of the test.
Please see attached a Roof Sketch for this project.
Cordially,
ACB2 En
g Inc. (NOA 09- 1005.01)
Antoni cevedo, PE
Fla. R ' g. No: 36466
V7/24VI
IBC. .
1P.O. Dew C13612
Plea% 3341g2
1 -T6
•H�
1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 174027
Scheduled Inspection Date: July 05, 2012
Inspector: Bruhn, Norman
Owner: LONGMAN, MICHAEL
Job Address: 844 NE 98 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: EARL W JOHNSTON ROOFING, INC.
Permit Number: RF -5 -12 -940
Permit Type: Roof
Inspection Type: Renailing Affidavit
Work Classification: Tile
Phone Number (305)757 -9790
Parcel Number 1132060142560
Phone: 954- 989 -7794
Building Department Comments
RE -ROOF TILE
Inspector Comments
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
July 03, 2012
For Inspections please call: (305)762 -4949
Page 6 of 15
Miami Shores V,nage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RE: Permit # oFty 12- 940 DATE: (0/642014-
INSPECTION AFFIDAVIT
1 t14 C z. J J ®f '$ `J licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type)
License #: £C 0 6 67 0 73
FS 468 Building Inspector
On or about 611(212012- , I did personally inspect the roof deck nailing and
(Date & time)
Secondary water barrier work at 8Y y A/4 if s'` Azets
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit
Manual (Based on 553.844 F.S)
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property
mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
LP day of June P
.„1:k :4/6, MEGA. ROMEO
MY COMMISSION # DD 788767
EXPIRES: June 22, 2012
s° Bonded Thru Budget Notary Services
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with
permit # and address # dearly shown marked on the deck for each inspection
Revised on 5/21/2009
4IL�ING
PERMZAPPLICATION
FBc zo
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
Permit No.
x,12-0SIv
Master Permit No.
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): Ai watt 104)CMliJ Phone# %°6 "%%2'/36/
Address: SW N g
4 / b' s�
City: It i 01; 3//ogd3 State: t /off as Zip:3313t
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: YWy ,e / 7 ST
City: Miami Shores County: Miami Dade Zip: 33/ 3 P
Folio/Parcel #: /1 &2o 6- O /c/- 024s'60
Is the Building Historically Designated: Yes
NO Flood Zone:
CONTRACTOR: Company Name: Mgt cJ C%o <#,2S/®) ARce,44476. /vJC Phone #: 9,5y p ?%-7? ?y
Address: 67.2) ,ST
City:4 / /,cJetor% State: /1
Qualifier Name: L O N kl [9fik/Laii)
Zip330 3
Phone #: `�S'%' 727? - 7? Y "
State Certification or Registration #: CCC es 7 p 7 3 Certificate of Competency #:
Contact Phone #: /J% ` 7S7 77,y Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 21200 Square/Linear Footage of Work: .?700 4
Type of Work: ❑Addition OAlteration ONew ORepair/Replace Demolition
Description of Work: /Qt/ZOG'/ 7i4/2 Df/ 771/ of C+8 .&ocle �«
* * * * ** * * * ** .._. * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * ** *******+x*** ****+ *** *************:x *****
0
Submittal Fee $ aitol 4 . Permit Fee $ 0 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ Q, IS- d—O
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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 issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this ..?/
day of 147,1/ , 20 /2, by "aide- 6,04 ,4
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Signature AD
Contractor
The foregoing instrument was acknowledged before me this 2z
day of PLc47 , 20 /A by 1/ORL d®/ 4 ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: j ^ Sign:
Print: a Print:
My Commission Ex s: My Commissio xpires'o PRY P? MEG A. ROMEO
o a f * MY COMMISSION # DD 788767
Bonded d rn e Notary EXPIRES: June 22, 2012
Nl9T �Y >,��\QP
�x:��xx: *�xa:**** *mix **** * *x�+x�::*** * �x�x: x: x�x�x�x�x�x� :�x>is�: *:x�x****** ** * *** * * * ** �x��:�x�x�x�x�x** ** * * **** t 5? �x,ANMOW voko o*
MEGA. ROMEO
* MY COMMISSION # DD 788767
EXPIFIES• June 22 2012
ilk. F Floe. on a -Wu ua?at Notary Services
APPROVED BY
Scir-74
Plans Examiner Zoning
Structural Review Clerk
(Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. /f —J0G` a/y -2560
STATE OF FLORIDA:
COUNTY OF MIAMI -DADS
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.
/9,06:44261 ,rJy &uu,PD mar
LAe.diel reg+uchill mic 1414.
672/ djle&ty 5r fa / /Y& ,/ AS 7.3
srY ?PI 771
1. Leyai description of property and street/address: IVY AJ 71.5r .7:.91'1; siv is ■e% 33138
a�. e �r 04-8 K7
111111111111111111111111111111111111111111111
2012R0367004'
OR Ilk 28122 Ps 10291 tips}
RECORDED 0/23/2012 13:02:20
HARVEY RUVIH1 CLERK OF COURT
i9IAHI -DADEE 'COUNTYr FLORIDA
LAST PAGE
Space above reserved for use of recording office
2. Description of Improvement:, /4df .7iet ,&e1
3. Owner(s) name and address: ,GZ : ; o. • Y n• 1 4/4 J /JP
Interest in property: FEE SIMP
Name and address of fee simple titleholder.
4. Contractor's name address and phone number. EARL W. JOHNSTON ROOFING, INC.
5721 DEVI(EY STREET, HOLLYWOOD, FLORIDA 33023 954- 989 -7794
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(1Xa)7., Florida Statutes,
Name, address and phone number.
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number:
9. Expiration date of this Notice of Commencement
(the expiration date is1 year from the date of recording urdess a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MACE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 3013 SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signs e(s) of Own ) or Owner(s)' Authorized Officer /Director/Partner /Manager
By C�"' ' By
Print Name At, c4.4s•qe/ l �r�� ,,,,. Print Name
Title/Office 6, Ltieei, Title/Office
• STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing instrument was acknowledged before me this 2/ day of '144y
et LoarJG .Pa
Individually, or Q as for _
❑ Personally known, or C] produced the following type of identify
Signature of Notary Public:
Print Name:
(SEAL)
VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES
Under penalties of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
yet sY p,�% MEO A ROMEO
MY COMMISSION 4 DD788767
EXPIRES: June 22, 2Di2
44.0FFiss BO D:17IRU :� g+ IV=
Signatures)..of. Owner(s) or r(s)'s Authorized Officer / Director /.Parfner/Managervvho,signed above: •
BY 1/'\/- By
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that this is a true copy of the
original filed in this office on day of
23
A. D 20
rat Seal.
rcuit and County Courts
D.C.
iami hores illage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: c ri /
Property Address: J j /,3
Roofing Permit Number:
Dear Building Official:
1 s € in4u certify that 1 am not required to retrofit the roof to wall connections of my
building because:
he just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad
valorem taxation.
o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions
of 1994 edition of the South Florida Building Code (1994 SFBC)
Date: .0 /P/ A2.,
Signature
e
AliC/4 (4 L2i-4114
Print Name
State of Florida
County of Dade
The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned.
Swom to and subscribed before me this 22_ day of /VAX loa
Notary Public, Sate of Florida at Large
MEGA. ROMEO
MY COMMIRON # DC 79e767
EXPIRES: June 2e 2212
Bonded ?it:ti!,;;?N Nor/ <:ytc
o When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation.
Revised on 5/21/2009
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Direction: NE
844
Street Name: 98
.
Street Type: ST .
Unit (opt):
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tiivuiusv S s 0: 41 p qNiI1IuINsi11
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Summary Details:
6. Print friendly version
Folio No.:
11-3206-014-2560
Property:
844 NE 98 ST
Mailing Address:
MICHAEL LONGMAN &W MICHELLE
844 NE 98 ST MIAMI SHORES FL
33138-2533
ProDertv Information:
Primary Zone:
1100 SINGLE FAMILY RESIDENCE
CLUC:
0001 RESIDENTIAL - SINGLE FAMILY
Beds/Baths:
2/1
Floors:
1
Living Units:
1
Adj Sq Footage:
3,036
Lot Size:
10,080 SQ FT
Year Built
1945
Legal Description:
MIAMI SHORES SEC 3 PB 10-37 W15FT OF LOT 7 LOT 8 &
E25FT OF LOT 9 BLK 73 LOT SIZE 90.000 X 112 OR 24871-
1630 07 2006 1 OR 24871-1630 0706 00
Assessment Information:
Year
2011
2010
Land Value:
$121,545
$152,348
Building Value:
$271,668
$271,668
Market Value:
$393,213
$424,016
Assessed Value:
$393,213
$424,016
Exemption Information:
Year
2011
2010
Homestead:
$25,000
$25,000
2nd Homestead:
YES
YES
Taxable Value Information:
Year
2011
2010
Taxing Authority:
Applied Exemption/
Taxable Value:
Applied Exemptiort/
Taxable Value:
Regional:
$50,000/$343,213
650,000/$374,016
County:
$50,000/$343,213
$50,000/$374,016
City:
$50,000/$343,213
$50,000/$374,016
School Board:
$25,000/$368,213
$25,000/6309,016
Sale Information:
Sale Date:
7/2006
Sale Amount
$432,400
Sale 0/R:
24871-1630
Sales Qualification
Description:
Sales which are qualified
View Additional Sales
Additional Information:
Click here to see more information for this property:
Community Development District
Community Redevelopment Area
Empowerment Zone
Enterprise Zone
Zoning Land Use
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Zoning
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and
Comments
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5/22/2012
RF-11-940
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
7 ria
MY 23 ao,
we MO e)
Contractor's Name 89 FOL---
Job Address
Florida Building Code Edit'
High-Velocity Hurricane Zone Uniform Permit
Section A (General Inform
O Low Slope
O Asphaltic Shingles
ti New Roof itt Reroofing
Low Slope Roof Area (SF)
sr,
Miami Shores Village
APPROVED BY DATE
ZONING DEPT
0 9
EPT
OYT1'
CT TO COMPLIANCE WITH ALL FEDERAL
silivggam ,pouNre RULES AND REGULATIONS
ROOF CATEGORY
Mechanically Fastened Tile Mortar/Adhesive Set Tile
O Metal Panel/Shingles 0 Wood Shingles/Shakes
O Prescriptive BUR-RAS 150
ROOF TYPE
0 Recovering 0 Repair 0 Maintenance
ROOF SYSTEM
INFORMATION
••••
• •
Steep Sloped Roof Area (SF) Val (61) el... •
2 yx, • • :6: •
Section B (Roof Plan) ......
•
.. • •
. • •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and maw! drain. „ • • .
include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones iujd !ovation /1 • , , •
parapets. • • • • :
•
• • • • •
•• •• •• •• •
• •
•
• • •
• • •. •
• •
• • •
• • •
•
•• •
• • •
• •0
• • •
• •
2DiarLORIDA_BUILDING-COD Ul
FlOOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High-Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: oily real /km 'C/4y ce
Notice of Acceptance Number: 1/- e7' ° 2 a3
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations):
Pl: P2: ea; 6 P3: /.2 V, 3
fl4*i#'t,, Qs,t4 P1466E11,24
Cle°,7 Ti4 Akuf ,VIZClica3V514
,17N) 0,` Tiec47Tialne.n-
Ali- /60
Rost Sfope:
7 :12
Stee pSIoped Roof Sloped System Iripesc
Deck Type:
• •
• • •
• • •
A)ao,67
• • • •
•
•
• • • •
• • • •
• • •
• • •
Type Underlayment:
Insulation:
• • • • 0.
• •
•
••••
• I •
457/1 v,v6 &Az-4
Fire Barrier:
Ridge Ventilation?
zU
• • • lo
• • •
• 410-- •
• • •
//4
Fastener Type & Spacing:
-•
• •
•
iwi;,0044 /04,01.,45 i2'/ewe,441
Adhesive Type: 1 hia 7 A4i/417"
Type Cap Sheet:
Mean Roof Height: /2
AsTiv ?e2
Roof Covering:
Type & Size
Drip Edge:
44.7745,1 1:5"cm,,y,AVNtA
3)13 24'4,G4411
•
•
•
2010 FLORIDA BUM.DING CODE BUILDING
nOOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2010
High-Velocity Hurricane Zone Uniform Permit Application Forni.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method t or 2. Compare the values for Ma with the values from Mp if the Mr values are greater than or
equal to the Mr values, for each area of the roof, then the the attachment method is acceptable,
Method 1 "Moment Based Tile Calculations Per RAS 127" /�
994 xa0,28 d3,176j -Mgt a7 = MrtR,.fo6 Product Approval MrCjr (9 i
x ll n?8 �3, / MgaS o?% c Mr3I %. 8J Ptodoct Approval Mr W
(P3aq 3 x206,23- ,.3% i - Mg6.,7 7 = M.3 RV, .5.0" Product Approval MtG6• S
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Ma) From'lltble Below Product Approval Mr
Mr required Moment Resistance*
Description
Mean Root Height —%
Root Slope 1,
15'
20'
25'
30'
Mean Roof freight
40'
212
34.4
36.6
38.2
39.7
A
42.2
3:12
32,2
34.4
36.0
37.4
•
39.8 ,
4:12
30.4
32.2
33.8
35.1
Required Uplift Resistance
37.3
5:12
28.4.
30.1
31.6
32.8
L = length
W = width
34.9
5:12
26.4
28.0
29.4
30.5
22.4 •
7:12
24,4
25.9
27.1
28.2
3011} • •
*Must be used in conjunction with a list of moment based tile systems endorsed by the Browerd County Board of Rules and. Appeals. •
For Uplift based die systems use Method 3. Compared the values fore' with the values for Fe. I € MBE" values are greater than or equal to the,Poiplues,
• •
for each area of the roof, then die tie attachment method is acceptable. ••••
Method 3 "Uplift Based Tile Calculations Per RAS 927"
(Pt: xL — xw =. ) -W: x cos 8
(Pg: , x L = x w: = ) - W: x cos 9
= Fri Product Approval IF
= Fat Product Approval 1;
(P3: x L x w: R � - W° x cos 8 Fri Product Approval P'
• •
•• ••
• • •
• •
•
•
• • �•
•• •
Where to Obtain IIDformatlon
Description
Symbol
Where to find
Design Pressure
PlorF2orP3
RAS 127Tablelorbyan engineering analysis prepared byPE based onASCB7
Mean Roof freight
91
Jab Site
Roof Slope
8
Job site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
M5
Product Approval
Attachment Resistance
bir
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance.
P'
Product Approval
Required Uplift Resistance
Fr -
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length
W = width
Product Approval
All calculations must be submitted to the building official at the time of permit application.
••• •
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••••
•
• ••• e •
• • • •
•• •
• '4 •
• • • °• •
• • •
• .••
• •
• • •
•• ••
•
• •
•
•• •
• • •
• ••
• •
•
•
• '
•
• le
3
2010 FLORIDA BUILDING-, CODE — 13UILDiiVO-
18.3!
4
/fix 3
j2% <3
aoy
••••
• •
• • ••••
• •
•• •
•
• •
••..
• •
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• •
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•
• •
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•
•. •
• •
• ••
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•
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•
•
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• •
CcINTY
BUILDING .AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE fNOA)
Clay Forever
6801 NW 77 Avenue, Suite 301
Miami, FL 33166
MIAMI BADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami. Florida 33175 -2474
T (786) 315 -2590 F (786) 315-2599
ww w•.miamidade.gal•/build ine
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 BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas 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. BNC reserves the right te.
revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that tpis product oi• . • • •
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 Buil /ling Code ° •
including the High Velocity Hurricane Zone of the Florida D..:,.7:_..
DESCRIPTION: Altusa "S" Clay Roof Tile
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LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, itrig s id •
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted h$reM.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there his been no;'. ' •
change in the applicable building code negatively affecting the performance of this product. •
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TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigera.
T0fi'd
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 1 of 9
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Vt; :9T TT03- C3 -?3XW
ROOFING ASSEMBLY APPROVAL
Cateeorv: Roofing
Sub- Ca teeorv: Roofing Tiles
Material: Clay
Deck Type: Wood
1. SCOPE
This new roofing system using Altusa "S" Clay Roof Tile as manufactured by Sulacer, S.A. de
C.U. in Pimienta, Honduras and distributed by Clay Forever LLC 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 Test
Applicant Dimensions Specifications
Altusa "S" Clay Length: 18 -3/4"
Roof Tile Width: 10 -3/4"
varying thickness
Trim Pieces Length: varies
Width: varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Aeencv
American Test Lab of South
Florida
American Test Lab of South
Florida
IBA Consultants, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering. Inc.
Celotex Corporation Testing
ZOO °d
Product
Description
High profile, one - piece, `S' shaped single roll
ASTM C 1167 clay tile with a nominal 2 -Y2 inch headlap. For
adhesive set applications.
Accessory trim, clay roof pieces %r usert
TAS 112 hips, rakes, ridges and valley term tj s.
Manufactured for each tile profile, •
Test Identifier
RT0426.01 -11
RT0706.01 -11
2397 -116
94 -083
94-084
25- 7200 -1
Project No. 307025
Test #MDC -78
MTS 520649
Test Name/Report
ASTM C 1167
Static Uplift Testing
TAS 101
ASTM C 1167 06/28/07
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Static Uplift Testing
TAS 101 (Adhesive Set)
Static Uplift Testing
TAS 101 (Mortar Set)
Static Uplift Testing
TAS 102
(Quick -Drive Screws,
Battens)
Wind Driven Rain Oct. 1994
TAS 100
April 1994
May 1994
Feb. 1995
TAS 102(A) May 2000
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 2 of 9
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PRI Asphalt Technology, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
3. LIMITATIONS
CLF -003 -02 -01
7161 -03; Appendix III
7I61 -03
Appendix II
Letter Dated Aug. 1,
1994
P0631 -01
P0402
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
TAS 102
TAS 102
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Nail -On)
Wind Tunnel Testing
TAS 108 (Mortar Set)
Withdrawal Resistance
Testing of screw vs. smooth
shank nails
Aerodynamic Multiplier
25 -7183
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
October 2001
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
March 1999
March 1995
February 1996
April 1996
December 1996
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3.1 Fire classification is not part of this acceptance. • •
3.2 For matter or adhesive set file applications, a static field uplift test shall be p�°fov ied 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 §ubrpttted to'
the Building Code Compliance Office for review. • • • • •. • •.
• 3.4 Minimum underlayments 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 the applicable Building Code.
3.7 May be installed on slopes 7:12 and greater.
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600'd
NOA No.: 114707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 3 of 9
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9V:9T TT03- 03 -HYW
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4. INSTALLATION
4.1 Altusa "S" Clay Roof Tile and its components shall be installed in strict compliance with
Roofing Application Standard 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)
Altusa "S" Clay Roof Tile
6.5
1.56
0.9
Table 3: Restoring Moments due to Gravity - M. (ft-Ibf
Table 2: Aerodynamic Multipliers - A. (ft3)
3 ": 12"
or less
Tile
6 ": 12"
A. (ft3)
7 ": 12" or •
treater
Batts s birect 4
•.. 'beck
X (ft3)
Profile
Direct
Deck
Batten Application
Direct Deck Application
Altusa "S° Clay Roof Tile
Direct
Deck
0.253
0.28
Table 3: Restoring Moments due to Gravity - M. (ft-Ibf
Tile
Profile
3 ": 12"
or less
4 ": 12"
6 ": 12"
6": 12"
7 ": 12" or •
treater
Batts s birect 4
•.. 'beck
Altusa "S"
Clay Roof
Tile
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
4.47
5.35
4.40
5.27
4.31
5.16
4.20
5.03
4.(11 • .4.89
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NOA No.: 11- 0707.03
Expiration Date: 08/25/14
Approval Date: 10/13/11
Page 4 of 9
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g: 91 1 1 uZ - E3 -HVW
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Table 4: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf)
for Nail -On Systems
Tile
Profile
Fastener Type
Direct Deck
(Min 15/32"
plywood)
Direct Deck
(Min. 19/32"
plywood)
Battens
Altusa "S'
Clay Roof
Ti1e
2 -10d Ring Shank Nails
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28.6
41.2
19.4
1 -10d Smooth or Screw
Shank Nail
5.1
6.8
2.8
2-10d Smooth or Screw
Shank Nails
. 6.9
9.2
7.3
1 .#8 Screw
28.7
28.7
18.1
2 .#8 Screws
58.2
58.2
26.8
1 -10d Smooth or Screw
Shank Nail (Feld Clip)
23.1
23.1
19.0
1 -10d Smooth or Screw
Shank Nail (Eave Clip)
29.3
29.3
24.0
2 -10d Smooth or Screw
Shank Nails (Field Clip)
27.6
27.6
38.6
2 -10d Smooth or Screw
Shank Nails (Eave Clip)
38.1
38.1
41.8 • •
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1 Screw with Altusa Clip (See c
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ip details)
Altusa "S°
Clay Roof
Tile.'
1 Screw with clip (at the
head of tile)
187.1
187.1
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Altusa "S'
Clay Roof
Tile'
1 Screw with clip (at the
water course of tile)
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35.2
35.2
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1. Screw must be installed in the inside nail hole located nearest to the hump of the tile. • Di
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Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
The Application
Minimum Attachment
Resistance
Altusa °S" Clay
Roof Tile
Adhesive
29.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company
Polyfoam Product, Inc.
TleBond Average weight per patty 10.7 grams.
Average weight per patty 8 grams.
900 'd
NOA No.: 11- 0707.03
Expiration Date: 08/204
Approval Date: 10/13/11
Page 5 of 9
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Table 6: Attachment Resistance Expressed as a Moment - Mr (ft Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Altusa "S" Clay
Roof Tile
Polyfoam PolyProN
66.54
Polyfoam PolyProThl
38.75
Polyfoam PolyProlm
52.056
4 Large paddy placement of 63grams of PolyProm'.
5 Medium paddy placement of 24grams of PolyProw.
6 Large paddy placement of 54grarns of PolyPro*".
Table 7. Attachment
Moment - Mf(ft-lbf)
Resistance Expressed as a
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
Altusa •S' Clay Roof Tile
Mortar Set'
24.50
5. LABELING
5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as
detailed below, or following statement: "Miami -Dade County Product Control Approved ". .•••••
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• • • ALTUSA MADE IN HONDURA • • �. • •
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LABEL FOR ALTUSA "S" CLAY ROOF TILE.
(LOCATED ON 711E UNDERSIDE OF TILE)
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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.
900"d
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13 /11
Page 6 of 9
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9T7:9T TTO3 -C -iIYW
PROFILE DRAWINGS
ALTUSA `S' CLAY ROOF TILE
GJi 3. d; pia Ire
APPaOVED
LOO °d
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 7 of 9
9% : 9 T T T OZ- 83 -HYW
TILE BY ALTU
(TYP.)
CLIP DETAILS
2-112" OVERLAP
(COVERS PIN HOLE)
SCREW IN 'THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
ECK
CLIP WITH ONE (1) SCREW
ATTACHED TO DECK
800 d
CUP
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NOA No.: 11-0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 8 of 9
9V:9T TT03- Cg -HYW
SCREW (HOLDS
CLIP ONTO DECK)
TILE BY ALTUSA
(TYR.)
CLIP DETAILS (CON'T)
21/2" OVERLAP
(COVERS PIN
SCREW IN THE INSIDE NAIL HOLE
NEAREST TO THE HUMP OF THE TILE
CUP PLACEMENT DETAIL
DECK
11/4" 13/4" 3/4"
GALVANIZED • •
• M%Il iiCUP ••••
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800 'd
DECK
END OF THIS ACCEPTANCE
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NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 9 of 9
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97:9T T T 0Z- C:Z -2iVW
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3M Industrial Adhesives & Tapes Division
3M Center
Building 220 -5E -06
St. Paul, MN 55144 -1000
651- 733 -1110
March 15, 2012
General Release
Roofing Industry Professionals
Subject: 3MTm 2- Component Foam Roof Tile Adhesive AH -160 - Polyset/ Polypro AH -160
Dear: Roofing Industry Professional,
This is to certify that Polyset/Polypro AH -160 Roof Tile Adhesive manufactured by
Polyfoam Products, Inc. a 3M Company will be re- branded 3M-r"" 2- Component Foam
Roof Tile Adhesive AH -160 manufactured by 3M Company. They are both the same
formulation and manufactured at the same facility. We are transitioning our customers
away from the Polyset/Polypro AH -160 brand over to the 3MT"" 2- Component Foam Roof
Tile Adhesive AH -160 and we would like to communicate that these two products are
interchangeable in specifications and product usage as current inventory levels %rT„ •
consumed. • • • •
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Sincerely,
Riku Ylipelkonen
Manager of Technical Services
3M Industrial Adhesives & Tapes Division
Phone: 954- 298 -0206
E -Mail: rvlipelkonen(a,mmm.com
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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
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
www.miamidade.gov/pera
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 Cote. • •
including the High Velocity Hurricane Zone of the Florida Building Code. • • •
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DESCRIPTION: 3M1 2-Component Foam Roof Tile Adhesive AH -160
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LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cii34.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 th$feiltbeen no dhange
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 changeln'tjig•
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: 05110/17
Approval Date: 05/10/12
Page 1 of 7
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ROOFING COMPONENT AP!" 'OVAL:
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 MANUFACTURE I; ;sy Af "PLICANT:
Product Dimensions Test
Specifications
3MTM 2- Component Foam < N/A TAS 101
Roof Tile Adhesive AH-
160
Foam Dispenser RTF1000 N/A
ProPack® 30 & 100 N/A
PRODUCTS MANUFACTURE Y OTHERS:
Product Description
Two component polyurethane foam adhesive
Dispensing Equipment
Dispensing Equipment ; . •
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Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA•whic'h list ;Ionia
resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 • •
roof tile adhesive. •.••.• ••••••
MANUFACTURING LOCATI N:
1. Tomball, TX.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
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Results
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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
LIMITATIONS:
Test Identifier
#94 -060
257818 -1 PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB -589 -631
9637 -92
01- 6743 -011
01-6739-062b[1]
7050.02.96 -1
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
TAS 101
• •
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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
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12/28/98
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1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
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.
F
F'—
MS
MS
—w
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 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 permanenttxtd sdnligh �. .. •
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutenftaf 3MTM 2' • •
Component Foam Roof Tile Adhesive AH -160 has been dispensed.
41•00 • • • •
4*
9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weig shall lre ins • • •. •
accordance with the 'Placement Details' herein. Each generic tile profile requires the spcvite'pjacem ;iit i otgd
herein. • • • • • • • • •
•
•
• •
•
Table 1: Adhesive Placement For Each Generic Tile Profile
. . •
Two Pnddy•Weigpt pet„
paddy Min. (grd'msl •
Tile Profile
Placement Detail
Single Paddy Weight
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
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 Al-I-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.
Nall through.plastic cement
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Nail through plastic cement
e:1 /
f
.4IV Eave clot:
' - 24' Fascia
Weephole
•
• DriP ode
•
•
Underlayment
1.
10 in.
Paddy (Beneatialle)
Eave Course
Eave course only:
Keep adhesive approx.
4 hi. up from weepholes
• • •
Nall through plastic cement
• •
•
• •
• •
• •
•
•
• •
• •
•
Optional 2x4's fEt?
1) Place enough adhesive to achieve 17 to 23 steep otah applicants • •Nd through obsocamit
square inches in contact with the pan tile •
•
2) Tum covers upsWe down. Place adhesive 1f 2 tn.
To 1 In. From outside edge of ewer Me.
Then ktstall the tile.
Underlayment
1
•
•
• •
•
• • •
• • •
• • •
Remov
top porton
of the eave
course cover Me.
Abut to second course of
pan ties. Ensure eave end of
pan and cover Wes are
flush at eave line.
Eave closure
(mortar shown)
Weephole Fascia
Sheathing
Optional
Point-up Mortar
on longitudinal
edges of Me
NOA No.: 12-0228.18
Expiration Date: 05/10/17
Approval Date: 05/10/12
Page 5 of 7
Nail through plastic cement
Underlayment
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Paddy (Beneath Tile)
7 in.�in.
Eave Course
Eaye Closure
Nall through plastic cement
Paddy (Beneath Tile)
Underlayment
• • •
•• •
•
•
•
•
•
• •
0000 00 • • •
• • • • •
•••• • ••
0 •
• •
• • • • •
•• •• •• ••
•
• •
• • • •
• • • •
• • • • •
• • •
•• • •• • • •
• • •
• ••
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
Nail through plastic cement
Paddy
(between tile)
Paddy
(under tile)
in.
x3In.
Single paddy on
under -
layment
Single paddy
under tile
Single paddy
on top of tile
Eave course .
2 In. XT In. medium
size paddy eave
Fascia course only
Nail through plastic cement
Underlayment
Single paddy under tile
Single paddy between tile
2 in. x 71n. medium
size paddy eave
course only
* is>
3 In. x 31n.
Single 4In.
paddy on
under -
layment
Single paddy
on top of tile
Eave
Course
Fascia
Weephole
Eave closure
•
D4pjdge •
Nail through plastic cement
Single paddy
under tile
Single paddy
between tile
in. x3In.
Single /paddy
on underlayment
4 In
Single paddy
on top of tile
Eave Course
Eave Closure
2 in. xTin. medium
size paddy eave 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
•
•
•
•
• •
• •
•
•
•
• •
• •
IVitami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name: �i ell
J►� tip? Lam,,. �
Date: s /4/ //,2,
Property Address: It( /frg
.•••
• Roofing Permit Number: • • •
• • • •
•• • . ••• •
Dear Building Official: '..' : '
•
1 Miami L Loa c r7416i certify that I am not required to retrofit the r�3f.to wall c fnections dr mr:
• • • • 0
building because: •••• 0 00
• • • • •
The just valuation for the structure for purpose of ad valorem taxation is less than $300,ppQ;�Q. Please attach proof pfiad
• • • • •
valorem taxation. • •
• •
• • •
o The building was constructed in compliance with the provisions of the Florida Building Co'd'e (IBC) oi''witlithe provision's
of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
,41/dif L 2 q41,'
Print Name
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.
Swom to and subscribed before me this 22_ day of /4167' 2o /2
151/4';':.Y.!'.`",,, MEG A. ROMEO
* MY COMMISSION # DD 788767
EXPIRES: June 22, 2012
Bonded Thru Bud7et Notary Services
Notary Public, Sate of Florida at Large
• When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994
SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall conheotion Hurricane Mitigation.
Revised on 5/21/2009
SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING
CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the, content of the section. The provisions of Section
R4402 govem the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
1. ' Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of
providing that the roof system meets the wind resistance and water instruction 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 the owner and the contractor.
2. Renalling 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). •
3. Common roofs: Common roofs are those which have no visible detige6tidn between.aeighborin •
9 •
units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the•rortas contractor aid /or •
owner should notify the occupants of adjacent units of roofing to be performed. • •
•
•••• •• • • •
• • • • •
4. �' Exposed Ceiling: Exposed, open beam ceilings are where the undefsTdn of the Woof aacking can. •
be viewed from below. The owner may wish to maintain the architectural appear§mt;ienefore. jedpg nail,
penetration of the underside of the decking may not be acceptable. This provide %igption of maintaining the •' •
appearance. • • • • • •
• • •
5. Ponding water: The current roof system and /or deck of the building may riot draip1�e11%nd may •
cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of gt?uctural
distress and may require the review of a professional structural engineer. Pounding may shorten the life
expectancy and performance of the new roofing system. Pounding conditions may not be evident until the
original roofing system is removed. Pounding conditions should be corrected.
6. 12—, Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not
overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the requirements of Sections R4402, R4403 and R4413.
7. entilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure 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 exte .'ng the service life of the
roof.
Owner /Agent's Signature Date
Revised on 7/9/2009 LD
u %,ter:
mil!
Contractor Signe t"kre Date