RF-13-757Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 189214 Permit Number: RF -4 -13 -757
Scheduled Inspection Date: April 25, 2013
Inspector: Rodriguez, Jorge
Owner: CARLO, JENNIFER
Job Address: 157 NW 104 Street
Miami Shores, FL 33150 -1239
Project: <NONE>
Contractor: LATERAL CONSTRUCTION INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number (305)762 -1644
Parcel Number 1121360131380
Phone: (786)281 -3077
Building Department Comments
REPAIR LEAK ON ROOF VALLEY ON ENTRANCE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Inspector Comments
Passed
,01/
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
April 25, 2013
For Inspections please call: (305)762 -4949
Page 15 of 49
a
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
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: / 1017 54.
OT@MEVM1
APR i ? 2a13
FBC 20
Permit No. 4F1 5151
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): 001 FFsit-
Address: 54 Pi
Phone #::- MM ri7 D4cat Fogg
iZ
City: /A47 SiArfi
State: Zip:
Tenant/Lessee Name: Phone #:
Email:
CONTRACTOR: Company Name: (ZIUCT ) Phone #:
Address: /0905 AJkT er4
City: K&LoCE A,.4j b State: F,, Zip: 5 2
Qualifier Name: p Phone #:
State Certification or Registration #: (Gc_ / 3 Z-1 1 II 3 Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 6i Square/Linear Footage of Work:
Type of Work: OAddition UAlteration ❑New E epair/Replace
Description of Work: g£Q4>/L t.E.A4K 0 A KOF iii4L4E7 Eiu C4AA2',
ODemolition
Color thru tile:
******* * * * * * * * * * * * * * * * * * * * * * * * * *
** * * * *F * * * * * * * * *r *,, *** * *** ** * * * * * *** * * * * * * * *** * **
CJ«
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ l.U,�' ( (0
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. he absence of such posted notice, the
inspection will not be approved a a reinspection fee will be charged.
Owner or Agent
The foregoing ins i ,isent was acknowledged before me this /0
day of / ,20/3 ,by ,NW eA2iA ,
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
APPROVED BY
S RUIZ
MY CQMMISSIIIN •FF16t1143
EXPIRES: JAN 17, 2016
Bonded through 1st State Insurance
Co . s . ctor
The foregoing instrument was acknowledged before me this
day of 7 ,20/3 ,by C4 .Lz
who is personally known to me or who has produced
as identification and who did take an oath.
Plans Examiner
Structural Review
NOTARY PUBLIC:
Sign:
Print: 7/L4
My Commission Expir
(Revised 5/2 /2012)(Revised 3/12/2012) XRevised 06 /10 /2009XRevised 3 /15 /09XRevised 7/10/2007)
S RUIZ
MY (°.OMMiSSIQN #EE160143
EXPIRES: JAN 17,2016
Bonded through 1st State Insurance
Zoning
Clerk
IVI iami Shores V
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: Z. WI 'Z CAA. L D
Date: 7 ` /f1J
Property Address: 1,51- l0Li t 4 o S1AOCCd.
Roofing Permit Number:
Dear Building Official:
I e-i M,1 A- ( ® certify that I am not required to retrofit the roof to wall connections of my
building because:
o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00.1 Please attach -proof of ad
vildrinitakatiqn.
❑ 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)
Signature
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
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 connection Hurricane Mitigation.
Revised on 5/21/2009
Miami -Dade My Home
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Show Me:
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Search By:
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CJ Property Appraiser Tax Estimator
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1.:3 Portability S.O.H. Calculator
Summary Details:
Folio No.:
- 2136 -013- 1380
Property:
157 NW 104 ST
Mailing
JENNIFER A CARLO
Address:
1
Living Units:
157 NW 104 ST MIAMI FL
Adj Sq Footage:
33150 -1239
Property Information:
Primary Zone:
0800 SGL FAMILY -
1701 -1900 SQ
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
3/2
Floors:
1
Living Units:
1
Adj Sq Footage:
1,265
Lot Size:
9,150 SQ FT
Year Built:
1941
$50,000/
$93,767
36 52 41 31 52 42 MIAMI
City
SHORES SEC 5 PB 10-
Legal
47 LOT 17 & W1/2 LOT
Description:
18 BLK 126 LOT SIZE
75.000 X 122 OR 19427-
School Board:
0944 1096 4 COC
$25,000/
$118,790
22363 - 3045 06 2004 1
Assessment Information:
Exemption Information:
Year:
2012
2011
and Value:
$44,981
$44,981
2nd Homestead:
$98,786
$98 809
Value:
Value:
ssessed Value:
$143,767y
$50,000/
$93,790
Exemption Information:
Year:
2012
2011
Homestead:
$25,000
$25,000
2nd Homestead:
YES
YES
Taxable Value Information:
Year:
2012
2011
Applied
Applied
Taxing Authority:
Exemptmpti
Taxable ion/
Exe Taxable on/
Value:
Value:
Regional:
$50.000/
$93,767
$50,000/
$93,790
County:
$50,000/
$93,767
$50,000/
$93,790
City
$50,000/
$50,000/
$93,767
$93,790
School Board:
$25,000/
$118,767
$25,000/
$118,790
Sale Information:
ale Date: /2004
Page 1 of 2
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or wish to send us your comments, questions or suggestions
please email us at Weomaster.
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http: / /gisims2. miamidade .gov /myhome /propmap.asp 4/10/2013
Miami -Dade County, Florida ONE
NOTICE OF AD VALOREM TAXES AND NON —AD VALOREM ASSESSMENTS
v '"�, �n_,.. t��.. r a xt.::... k,.F ...�._<_„� �'
MIAMI SHORES STORMWATER 45.0000
MIAMI SHORES SANITATION 705.5200
1.00
1.00
45.00
705.52
BILL REQUESTED BY
BAC HOME LOANS SERVICING,LP
MTGCO #:091
Combined taxes and assessments $3,309.
%. Discount for November $3p7.49
ill IN I I 1111
* 0 3+ 1 2+ 1 1- 2
COMMENTS
Your tax bill has been requested by the above noted mortgage service company for
payment Florida law requires mortgage service companies to make early payment
for maximum discount, if suffident funds are maintained in your escrow account
JENNIFER A CARLO
15714W 104 ST
MIAMI FL 33150
1 3 6- 0 1 3 - 1 3 8 0*
11- 2136-013 -1380
FOLIO NUMBER
157NWf1r, ST
PROPERTY ADDRESS
0153521
if you no longer have an escrow account and are responsible for paying these
taxes, you may detach this portion, mad or visit our office location rued on bad.
Make check payable to Mani-Dade Tax Collector, 140 W. Flagler Street, Wand,
FL 33130. Your payment must be made prior to December 1 to obtain
maximum discount
t fG DE,' t
36 52 41 31 52 42
MIAMI SHORES SEC 5 PB 10-47
LOT 17 &W1/2LOT 18 UK 126
LOT SIZE 75.000 X 122
20033 11213601313800 0000330989 00000000 0000000 0000000 02000 &
HIGH - VELOCITY HURRICANE ZONES
Florida Building Code Edition 2010
High Veiodty Hurricane Zone Uniform Permit Application Form.
Section A (General Information
Master Permit No. I Process No.
Contractor's Name E d u r J._, (r .i .cz S
Job Address
❑ Low Slop
❑ Asphaltic
Shingles
O New Roof
Low Slope R
53- Ai tA) l0 .s-,1- ,4iPra c, s11�4
(.-
ROOF CATEGORY
3 ❑ Mechanically Fastened Tile ( MortarFAdhes
ST-
BY , DATE
le.
• Metal Panel/Shin les • Wood Shing
g:
• Prescriptive BUR -RAS 150
ROOF TYPE
❑ Reroofing ❑ Recovering Repair • Ma
ROOF SYSTEM INFORMATION
lot Area (SF) Steep Sloped Roof Area (SF) Total (SF)
36
a. a.
tu
CD
BL��G DEPT
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.
0
LJ
0
c
if
(I)
2010 FLORIDA BUILDING CODE -- RESIDENTIAL
Ad M
1
HIGH- VELOCITY HURRICANE ZONES
1
Florida Building Code Edition 2010
High Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System),
Roof S y stem Manufacturer: �r v "i L /g�, 14C1().54 Y .S "
C ,
Product Approval Number: a - i0 2 7. 06 r' (1'- 010 1.O.3
Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations):
P1: 3' , 1 P2: 6 8 - / P3: 100. 7-
Maximum Design Pressure
Product Approval Specific System:
Method of tile attachment: P O )7 f v ct w , cJ A e 5 i v€
Roof Slope:
3 :12
Steep Sloped Roof System Description
Deck Type:
ype Underlayment.
Insulation:
1
twi CAtu . C iuy `��+ P`'`i
.# cx-
u) 4efr1J d ff 3c, j '?)t'e. o
Fire Barrier:
Ridge Ventilation?
vU/,j •
Fastener Type & Spacing:
dhesive Type:
ype Cap Sheet:
Mean Roof Height: 42 I
2010 FLORIDA BUILDING CODE — RESIDENTIAL
Roof Covering:
r4r U,vJk•Po.r p,'Is/
Type & Size Drip
dge:
u 3'10411 m
,�, 1, zs „ vs, s s,w
44'.23 .
HIGH - VELOCITY HURRICANE ZONES
44.24
Florida Building Code Edition 2010
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 Mr with the values from K. If the Mf values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(Pt:31. i x )..Z6 =i%. 14, Me. is 35 =Mr, 5.5x-6 Product Approval Mr 2/.,
(P2: `3. x c),. �`t3 = 11-0&))) ))) - = Mr2 t 3.4t i, Product Approval Mr
(P3: i x A v . =28. 116) - M� 5.3 =M22.4 =N1,4,22..bi4 Product Approval M, 2/1.
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mr
Mr Required Moment Resistance*
Mean Roof Height --10.
Roof Slope ,lr.
16'
20'
25'
30'
40'
2:12
34.4
36.6
38.2
39.7
42.2
3:12
31.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
36.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
'Must 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"
(Pr S9.1 xI :ff56 =6 -j11 w: 0) -W: x cox 8.•_= FM:
(P2 :c ,& l x 1: 4 .56 =j .2 x w:=96 bt ) - W • ! x cos 8.•- = Fn:
(P3:1. ^1 x l: 4,56 =157)Tx w: =I tL. -W: x cos 8 :•= Ft3:
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
PI or P2 or P3
RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Height
11
Job She
Roof Slope
8
Job Site
Aerodynamic Multiplier
A
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
M,
Calculated
Minimum Attachment Resistance
P
Product Approval
Required Uplift Resistance
P,
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
I= length
w= width
Product Approval
All calculations must be submitted to the Building Official at the time of permit application.
2010 FLORIDA BUILDING CODE - RESIDENTIAL
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.
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 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 to be performed.
4. Exposed Ceiling: 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
penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the
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. Pounding can be an indication of structural
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. 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. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structure assembly (the building itself). The existin • amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting whit- n result in ; xtending the service life of the
roof.
(tip h 3
wn r /Agent's Signature Date Contractor Signature
Revised on 7/9/2009 LD
MIAMI
C JNTY
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC)
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.eov/building/
Clay Forever
6801 NW 77 Avenue, Suite 301
Miami, FL 33166
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 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: Altusa "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 NOA consists of pages 1 through 9.
The submitted documentation was reviewed by Alex Tigers.
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 1 of 9
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category: Roofing Tiles
Material: Clay
Deck Tyne: 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
Applicant
Altusa "S" Clay
Roof Tile
Trim Pieces
Dimensions
Length: 18 -3/4"
Width: 10 -3/4"
varying thickness
Length: varies
Width: varies
varying thickness
2.1 SUBMITTED EVIDENCE:
Test Agency
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
Test Product
Specifications Description
High profile, one-piece, `S' shaped single roll
ASTM C 1167 clay tile with a nominal 2 -1/2 inch headlap. For
adhesive set applications.
Accessory trim, clay roof pieces for use at
TAS 112 hips, rakes, ridges and valley terminations.
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
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
TAS 100
Date
05/07/11
07/11/11
06/28/07
April 1994
May 1994
Feb. 1995
Oct. 1994
TAS 102(A) May 2000
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 2 of 9
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.
CLF -003 -02 -01
7161 -03; Appendix III
7161 -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 (Nall -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
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 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.
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page, 3 of 9
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 (1 x w )
Tile Profile
Weight W (Ibf)
Length -I (ft)
Width -w (ft)
Altusa "S" Clay Roof Tile
6.5
1.56
0.9
Table 3: Restoring Moments due to Gravity - Me (ft-ibf
Table 2: Aerodynamic Multipliers - A, (ft3)
3 ": 12"
or less
Tile
5 ": 12"
X (ft3)
7 ": 12" or
greater
X (ft)
Profile
Direct
Deck
Batten Application
Direct Deck Application
Altusa "S" Clay Roof Tile
Direct
Deck
0.253
Direct
Deck
0.28
Table 3: Restoring Moments due to Gravity - Me (ft-ibf
Tile
Profile
3 ": 12"
or less
4 ": 12"
5 ": 12"
6 ": 12"
7 ": 12" or
greater
Altusa "8"
Clay Roof
Tile
Battens
Direct
Deck
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
4.08
4.89
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 4 of 9
Table 4: Attachment Resistance Expressed as a Moment - Mf (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
Tile
2 -10d Ring Shank Nails
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 (Field 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
1 Screw with Altusa Clip (See c
ip details)
Altusa "S"
Clay Roof
Tile'
1 Screw with clip (at the
head of tile)
187.1
187.1
N/A
Altusa "S"
Clay Roof
Tile'
1 Screw with clip (at the
water course of tile)
35.2
35.2
N/A
1. Screw must be installed in the inside nail hole located nearest to the hump of the tile.
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
for Two Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Altusa "8" Clay
Roof Tile
Adhesive
29.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 10.7 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 5 of 9
Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Altusa "S" Clay
Roof Tile
Polyfoam PolyProThi
66.54
Polyfoam PolyProTM
3815
Polyfoam PolyProT""
52.055
4 Large paddy placement of 63grams of PolyProT"".
5 Medium paddy placement of 24grams of PolyProT".
6 Large paddy placement of 54grams of PolyProT'".
Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
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 ".
ALTUSA MADE IN HONDURAS
LABEL FOR ALTUSA "S" CLAY ROOF TILE.
(LOCATED ON THE UNDERSIDE OF TILE)
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building code
in order to properly evaluate the installation of this system.
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 6 of 9
PROFILE DRAWINGS
ALTUSA `S' CLAY ROOF TILE
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 7 of 9
CLIP DETAILS
2 -1/2" OVERLAP
(COVERS PIN HOLE)
SCREW IN THE INSIDE HOLE
NEAREST TO THE HUMP OF THE TILE
DECK
CUP WITH ONE (1) SCREW
ATTACHED TO DECK
CUP
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 8 of 9
SCREW (HOLDS
CUP ONTO DECK
TILE BY ALTUSA
( YP.)
CLIP DETAILS (CON'T)
21/2" OVERLAP
(COVERS PIN
HOLE)
SCREW IN THE INSIDE NAIL HOLE
NEAREST TO THE HUMP OF THE TILE
CUP PLACEMENT DETAIL
DECK
1 141° 1 3/4° 314°
/ / / /
END OF THIS ACCEPTANCE
NOA No.: 11- 0707.03
Expiration Date: 08/26/14
Approval Date: 10/13/11
Page 9 of 9
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF -ELK Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175 -2474
T (786)315 -2590 F (786) 31525 -99
www.miamidade.eov /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
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: UnderRoofrM 2
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorsement of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No. 07- 0720.01 and consists of pages 1 through 3.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 11- 1027.06
Expiration Date: 09/21/16
Approval Date: 11/17/11
Page 1 of 3
ROOFING COMPONENT APPROVAL
Cateeorv:
Sub- Catesorv;.
Material:
Roofing
Underlayment
Rubberized Asphalt
PRODUCTS DESCRIPTION:
Test
Product Dimensions Specification
UnderRoof ' 2 39 %" x 66.7' rolls TAS 103
ASTM D 1970
MANUFACTURING LOCATION:
1. Fresno, CA
EVIDENCE SUBMITTED:
Test Agency
Intertek Testing Services NA Ltd.
PRI Construction Materials Technologies
LIMITATIONS:
1 Fire classification is not part of this acceptance.
2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in
compliance with applicable building code. UnderRoofrM 2 shall be installed in strict compliance with
applicable Building Code.
3. UnderRoofTM 2 may be used in roof tile and asphalt shingle assemblies.
4. UnderRoofrM 2 shall be applied to a smooth, clean and dry surface with deck free of irregularities.
5. UnderRoofrM 2 shall not be applied over an existing roof membrane as a recover system but may be
applied to underlayment base sheets as listed in this approval.
6. UnderRoofrM 2 shall not be left exposed as a temporary roof for longer than 180 days after
application.
7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this
product with specific prepared roofmg products.
8. UnderRoofrM 2 may be used with any approved roof covering Notice of Acceptance listing
UnderRoofrM 2 as a component part of an assembly in the Notice of Acceptance. If UnderRoofrM 2
is not listed; a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade
County Product Control Department for approval provided that appropriate documentation is
provided to detail compatibility of the products, wind uplift resistance, and fire testing results.
9. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B-72 of the Florida Administrative Code.
Product
Description
Self-adhering reinforced membrane of rubberized
asphalt with a polyester surfacing for use as an
underlayment in sloped tile and asphalt shingle roof
assemblies. Roof slopes of 2/12 -12/12 are
acceptable as indicated by local codes and
manufacturer's installation instructions.
Test Identifier
3077464 -01
3077464 -02
3090131
RGM -023 -02 -01
Test Name/Report
ASTM D 1970
TAS 103
ASTM D 1970/TAS 103
ASTM D 4798/TAS 103
e
08/23/06
08/23/06
08/23/06
05/16/07
NOA No.: 11- 1027.06
Expiration Date: 09/21/16
Approval Date: 11/17/11
Page 2 of 3
lo
APPROVED ASSEMBLIES:
Deck Type 1: Wood, Non - insulated
Deck Description:
System E(1):
Base Sheet:
19/32" or greater plywood or wood plank
Anchor sheet mechanically fastened to deck, membrane adhered.
One or more plies of ASTM D 226 Type II or ASTM D 2626 compliant
underlayments with a minimum 4" side lap and a 6" end lap mechanically fastened
to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows
12" o.c. the field of the roll.
Membrane:
• Begin at lowest point on roof deck. Peel back the release film and align the membrane on the
lower edge of roof; pull the release film to peel back and apply membrane.
• Roll lower edges and seams with a hand roller. Use flat broom, squeegee or weighted roller to
help lay flat and ensure full adhesion of UnderRoofrM 2 to the anchor sheet.
• Where back nailing is required for steep slope applications, back nail and cover nails by
overlapping with the next sheet. Use acceptable fasteners such as approved nails and tin caps.
Plastic caps are not acceptable. Contact GAF -ELK technical services for other approved
fasteners.
• Valley and Ridge applications: Begin at lowest point on valley or ridge, peel back the release
film, center the sheet over the valley or ridge and press firmly into place.
• End Laps must be a minimum 6" and Side Laps must be a minimum 4" in and properly aligned
with the existing selvedge edge.
• Install when temperatures are 45 degrees and rising, over clean, dry and smooth substrate.
• Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current
product control Notice of Acceptance and applicable building code.
• Roll or broom the entire membrane surface so as to have full contact with the surface, giving
special attention to the lap areas.
• UnderRoofrM 2 shall not be exposed for longer than 180 days after application. GAF Materials
Corporation reserves the right to revise or alter the exposure time, not to exceed the preceding
maximum exposure time.
• Wherever the adhesive back comes in contact with polyester surfacing such as end laps,
penetrations and flashing material must be set in a 1/8 inch toweling of LeakBusterTM Matrix
201 Premium SBS Flashing Cement made in accordance with ASTM D4586 - Type 1 or equal
flashing cement.
• UnderRoofrM 2 is acceptable in foam applied and mechanically attached tile systems
• Consult manufacturer's installation instructions for complete installation requirements.
Surfacing: Roof Tile and Asphalt Shingle Assemblies.
LABELING:
All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or
logo, city, state and the following statement: "Miami -Dade County Product Control Approved" or the
Miami -Dade County Product Control Seal as shown below.
END OF THIS ACCEPTANCE
NOA No.: 11- 1027.06
Expiration Date: 09/21/16
Approval Date: 11/17/11
Page 3 of 3