RF-08-318Inspection Date: 03/20/2008
Inspector: Grande, Claudio
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shor
Phone: (305)795 -2204 Fax: (305)756
Owner: HORNBROOK, HELEN
Job Address: 125 94 Street NE
Miami Shores Village, FL
Project: <NONE>
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060132880
Lot:
Phone: 305 - 757 -2612
Building Department Comments
RE -ROOF BUILT UP ROOF SYSTEM AND MONIER
SAVORY 900 WHITE COLOR THRU WHITE SLUVERY
CEMENT TILE
'-
Passed i
.i.,;:
�
Inspector Comments
cc
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Wednesday, March 19, 2008
Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building {� f'
Owner's Name (Fee Simple Titleholder) M I� '1j ( n 1(a) V Phone # lex If y .fO ?G
Owner's Address 1 �''1 U E `�' .S4tre -1- �"w,1(� t Sucre t
City 1�� Q. Shp( eS State Zip -3 31 3
Tenant/Lessee Name Phone #"
BY:
Permit No. g" v V . i8e
Master Permit No.
Job Address (where the work is being done) 1 'I5
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL # fJ� 3104 . 0/3 — 2- - k c'
Is Building Historically Designated YES NO P //
Contractor's Company Name & 1r GLLJ11 Phone # �iO� %I'7_.1G ! L
Contractor's Address Q IJE (p ttk ,4 / - /01
City in14,4,i 9 i
Zip '3 3i3 tc
state M Zip 3 /38
Qualifier Name tam,, b. bi12.,t,,Qc.;U1 Phone # ?or 7.r7..-a6 I
State Certificate or Registration Noe t d 0/4 Or, Certificate of Competency No. 00a-19
Architect/Engineer's Name (if applicable)
f �v
Value of Work For this Permit $ cirld r,,
Type of Work: DAddition
Describe Work:
Phone.#
Square,,! Linear Footage Of Work: //7.1
DAlteration ❑New
hcati-
'16—Repair/Replace
❑ Demolition
******: x+ x�x�: �x�x�x+ x: x�x�x� :�x�x�:�z **** *�x�x�x *�x�xa��x** *Fee �x*** *•x�xa:**** *** **a�a: ***** �x�x�:�x�:�x** *** *** * * ***
Submittal Fee $ Permit Fee $ r CCF $ 1 CO /CC
Notary $ ••"" Training/Education Fee $ ""3"(.00 Technology Fee $ 613
Scanning $ 12' Radon $ DPBR $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due '$ 39,3 3 •A S
See Reverse side -)
Zoning $
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. I, 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 2 Z
day of , 20bX, by EC.I ILh tp box L
who is perspallyicnown to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
C;
0'7
Belld°d Tl t, .1"t1 ,-itd %. ondin,g.
************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 07/10/07)
Signatur
Contractor
The f ; • oing instrument was acknowledged before me this 2'2-
day of , 20 g , by ime.s D Zbebeetr,
who isonally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
rLT'Y F'1.: , C C - S i ? - or R O L M
,�� G, (`' sA.; ? D. HART
o ^' 7)cL�omI ssloN 3, 1204033033
My Commission Expires:, '' E' 3 .r _S; A ,AIL 02, 2009
Bonded Thrti :ltian'dc Eonclitlg Co., 1m
********** **************************** *********** ****** *** * ***
Plans Examiner
Engineer
Zoning
•
.N011UCE Of COlvtilfiENCEIVIENT
(.)it1 1-11.i J06' SITE Al fiIvl OF F.11:iS"1
i..sx 1-0( lo
r/
'-.")4)6, 177 3 2
!..*: ii....CODy riOus. tillaT mpIovmflb . be mat i.., 1.() certain real
. (..31-10Ptis!i. 3. Florida Stattil OS, Tile 11-A01111:Awn
.1:
u .)roperly and street/address: ..t
MALctlal. .&11,11-a4
of improvement_ _
. ....
,71■..nertsi name and address:
S-41
Lite.; ilits(?perty: i-421).0%k-, •
1111111 11111 1111111111 11111 Mil
N 2 0 0 13 R ID 1. `.5
OR Bk 26231 P9 19'95; (1p9)
REC06:D1) 02/25/2008 131i071i25
HARVEY RUIN y CLERK OF COURT
MIAMI-DADE COUNTY). FLORIDA
LAST PAGE
1
.L.cdet Rat (12t
' F,e/4/vel-s• tvoki/2/200,
•-•
Naine ..:1.1d address of tee simple titleholder:
ni.ractor's name and addresz.i:
Lit24,==L— L-14ef
I " 3'
: (Payment bond required by owner from contractor, it any)
Name anci address:
ot bond $
Lenders name and
is within the state of Florida designated by Owner upon whom notices or other documents may be served as
D\ Section 713.13(1)(a)1., Florida Statutes,
; Id addleSS:
to himself, Owners- designates the following person(s) to receive a copy of the Lienor's Notice as provided
.13.131 hb), Florida Statutes.
ie id address:
\pliauoil date of this Notice ot Commenc ant: (the expiration date is 1 year from the date of recording unless a
(late: is specified)
/-xt,;.le_.:..e • P-171sis-e)e)
Sic;!1:11.i.lie of Ovvner
er's . Name
zinc' subscribed 6e-fore me this day of
N01:11i V'S Name
tar
nission ..„x0TAPV_EnT'4C,-STATE OF rf.oltmA
.•
2009
Prepared by
Address: U(00'
-
'43112,i
S1TT f' PLOZ;141-A, 01.0‘.11^f OF17.(sL'ILIF.
FidENEBY tire
e4jir; '4n ; r
rxf
V11111E.t:S in; Lorui Nfij
HARVEY
SECTION R4402.I3
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION
au r. p; FOR ROOFING CONSIDERATIONS
44Q2.13.1 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 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 ant the
contractor. The owner's initial in the designated space indicates -that the item has been explained.
1r^ 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. 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).
3. ° 4 Common • roofs: Common roofs. are those which have no vvsibA•delineaj.ett.
between neighboring units (i.e., townhouses, condominiums, etc.) In bi if js wit]' •• •.
common roofs, the roofing contractor and/or owner should notify the oacuc.-ts of adVent
units of roofing to be performed. •••• •• •
• • • . • •
•••• • ••
4. Exposed Ceiling: Exposed, open beam ceilings are where,,l3e ••imdersidebnhe
roof decking can be viewed from below. The owner may wish to maintaine archftetural
appearance; therefore, roofing nail penetration of the underside of theelec%i g ma &i be
•
acceptable. The provides the option of maintaining the appearance. : ••• ••••
•• •
•• •
• • •
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 roofmg system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
6. a Overflow scuppers (wall outlets): It is required that rainwater flow 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 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.
'4 q
Owner /Agent's Signature Date
OOOOOO
•
• •
• •
• •
• •
••••••
•
• •
••••••
• •
ontractor Signature D,:te
Wawa S4 pted Vi?eage Wed, Vcfrovteateat
10050 NE 2nd Ave * Miami Shores, FI 33138
Phone 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 Date: )-J- 09
10050 NE 2nd Ave
Miami Shores, FI 33138
Re: Owner's Name:
Property Address:
Roofing Permit Number:
Dear Building Official:
rvounee. br
1a5 OE q1k
certify that I am not required to retrofit the roof to wall
connections of my building because:
KThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
11 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)
ge-taktp.ezie. FPN:zky) e_s
Signature
State of Florida
County of Dade
Print Name
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned. 1
Sworn to and subscribed before me this ' day of
• i:3.� r �v
nr..
C,?�a11�r
Notary Public, Sate of Honda at Large �! := '.�� � � coMMA
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.
SECTION 1525
HIGH- VELOCITY HURRICANE ZONES UNIFORM PE :° ' P "' CANON
Florida Building Code Edition 20q
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
6,f
Cr) Co
c
>m
Nm m
z --a
D - 0
n
0 0
116 z
v
r-
>
z
m
m
m
m
0
r-
High - Velocity Hurricane Zone Uniform Permit Applica
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENTS AS NOTED BELOW:
V
1 oof System
D
Required Sections of the
Permit Application Form
Attachments Required
See List•Below
• • •
_,
ow Slope Application
A,B,C
•• •
1,2,3,4,5,6,7
rescriptive BUR -RAS 150
A,B,C
•
4,5,6,7 ••••
sphaltic Shingles
A,B,D
• •
1,2,4,5,6,7 ••..
Concrete or Clay Tile
A,B,D,E
1,2,3,4,5,67 ' •
Metal Roofs
A,B,D
• •
1,2,3,4,5,6,7 •
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7 • • • ••
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
••••
• •
••••
•• •
• • •
• ••
•
•• •
• • •
• •.
• •••
• • •
•• •
•
••••
• •
••••
•• •
• • •
•• •
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3.
Design. Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
FLORIDA BUILDING CODE — BUILDING
•
•
•
• •
•
• •
•
•
•
• •
• •
15.31
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Master Permit No.
Contractor's Name
Job Address
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General information)
Process No.
i3E4.i Outc ?•0•=n441
l� AIE
ROOF CATEGORY
'Low Slope ❑ Mechanical) Fastened Tile
Y IX/Mortar /Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
Shingles
❑ New Roof
Low Slope Roof Area (SF)
9i 7Cs/
❑ Prescriptive BUR -RAS 150
0000
• • •
• 0000
ROOF TYPE ob. • • • • • •
• • • •
Ie ,. • •..i • •
•
• •
ROOF SYSTEM
INFORMATION
•••• •• •
• • • • •
0000 • ••
• •••
• • • • •
•• •• • •• • •
Steep Sloped Roof Area (SF) Total {8F)
Section B (Roof Plan) • • •
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drain's • •
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
• •
•
•
•
•••• •
15.32
r
" A
Immomommiiiiirammimmummmomminm
FLORIDA BUILDING CODE — BUILDING
• •
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section C (Low Slope Application) Surfacing: ate" aid I F
Fill in specific roof assembly components
and identify manufacturer Fastener Spacing for Anchor /Base Sheet Attachment:
(If a component is not used, identify as "NA ")
System Manufacturer: G .44
Product Approval No.: B? bd�a I.Of
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: - 14. )iPmax2:• Sz• Pmax3: / 124.3
Max. Design Pressure, frombe specs c Product
Approval system: Z • s
Deck: tr.T,e--rk-
Type:
Gauge/Thickness: 5/4
Slope: 1 •
Anchor /Base Sheet & No. of Ply(s): NSA
Anchor /Base Sheet Fastener/Bondin Material:
A
Insulation Base Layer:
It) Ip
Base Insulation Size and Thickness: A/ 4...
Base Insulation Fastener /B ing Material:
N A
Top Insulation Layer: P% fAr
Top Insulation Size and Thickness:
Top Insulation Fastener,
ding Material:
K
Base Sheet(s) & No. of Ply(s): 0.41+M 4 8r/
BasQ heat Fa enerBo di Mat rlal:
'l'4'Kf' s 4 /10 1jik:e
Ply Sheet(s) & No. of Ply(s): '. L . c i/y f! FQ _ • 2.4 ", 46 o34r/h f
Ply Sheet FastrB; ndijrngtM`arterl 4 ` t S
Top Ply: t(/'►, Jam► / /44 4C o st: j P4 f
Top Ply Fastener/Bondi teridl: gq)(/ 1/ - 1(0,6 pr
11/44 —tiff `_- (, -A CeL#W1t
Field:' " oc @ Lap, # Rows 2 CO 'f " oc
Perimeter: 4 " oc @ Lap, # Rows 1 @ t• " oc T
/
Corner: " oc @ Lap, # Rows •X"..-- •X"..-- @.•4 " oc 7 )4-"f )4-"f
1
Number of Fasteners PQr nsuiation Board:
Field P rimeter
Corner
••••
Illustrate Components Noted and Detailsas,, •
Applicable: • • • • • •
• • • •••.41 •
•
Woodblocking, Gutter, Edge Tearmieation, Strip it,g, flashing •
Continuous Cleat, Cant Strip, Bace3k'lshing, Cotlnter-
Flashing, Coping, Etc. • •••• • • • • •
Indicate: Mean Roof Height, Parapat•Height,=-IAIgIltof Base
Flashing, Component Material,aatsrigl ThickQe ssi fastener. • •
Type, Fastener Spacing or Subp it •, • • • •
•• • •••• II
•
2617
• •
• •
• • •
•• •
•
••••
•
•
•• •
• • •
• •
FT.
•
Parapet
Height
�v�r /.I�a o r r--""
o
® G
itoex �pa6
Mean
Roof
Height
FLORIDA BUILDING CODE — BUILDING
15.33
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System anufactwer:
tyk •4 Tics
Notice of Acceptance Number:
o�- OZ..ZB_
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations): ` 4
1: . ' P2: fle ,r7 P3: 3,..1.q
Maximum Design Pressure
(From the Product Approval Specific System):
x'41
•
• •
•
•
•
•
Roof Slope:
3 :12
Ridge Ve ilation?
Mean Roof Height:
Steep Sloped Roof System Description
Deck Type: I
I ._►aril-
Type Underlayment: j 6 2 2.L
Insulation: 1-
\
Fire Barrier:
L -
Fastener Type & Spacing:
Adhesive Type: 1
Type Cap Sheet: jicroget
3v
Aieti
\ \ Roof Covering: 1 /�(/14ttet , _S kif&rTt
&LC) X iTfto ✓¢ Wrier" S v,
Type & Size Drip
Edge: L -1_id0- !. ir
i\Z
•• •
• • • •
.... • • ••
••••
• • • • •
•. •
• •
• •.
•
•
•
•
• •
• • ._.__ ...
• • •
•• • •
• • • •
•. -S
15.34
FLORIDA BUILDING CODE — BUILDING
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values tmm Mf. If the Mf values are greater than or
equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method ((1 "Moment Based Tile Calculations Per RAS 127"
(Pl � tf! x X , $ /3 = I4' ') - Mg: f .0 3 = Mrt le .44 Product Approval Mt giO • yr
�y p r
(P .. 4 x 931 • 6) _ Mg; yi •0 3 = Mr/4 % Product Approval Mf 4a 1
(ps (�� •Y x } .3/ 3 fY •! 7) Mg: b • 04 = Mr3 .'Z Product Approval Mf yam'
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height -
Roof Slope ,J
15'
20'
25'
30'
40'
•••
2:12
34.4
36.5
38.2
39.7 :
•
• • • 42.2 • • •
3:12
32.2
34.4
36.0
••
37.4 .•••••
35.1 ••••••
• ••
39.8 • • •
37.3 •
4:12
30.4
32.2
33.8
5:12
28.4
30.1
31.6
32.8 ••1•••
34.9•••
• •
32.4
• •i
30.0••••
6:12
26.4
28.0
29.4
••••
30.5 ••••••
28.2 ••••••
7:12
24.4
25.9
27.1
*Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules ani 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 thin or erytal to the Ffvvliw as. •
•
for each area of the roof, then the tile attachment method is acceptable. • • • • •
(P1: x L
(P,:
(P3:
Method 3 "Moment Based Tile Calculations Per RAS 127"
= xw:= ) -W:
xL = xw:= ) -W:
xw:= ) -W:
xL
xcos6 =Fi1
x cos 6 =Fr,
x cos 8 = Fr3
Product Approval F
Product Approval F'
Product Approval F'
•• •
• • •
•• •
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
H
Job Site
Roof Slope
0
Job Site
Aerodynamic Multiplier
2
Product Approval
Restoring Moment due to
Gravity
Mg
Product Approval
Attachment Resistance
Mt
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment
Resistance
F
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.
•
FLORIDA BUILDING CODE - BUILDING 15.35
M I A M 1•13ADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MonierLifetile, LLC
200 Story Road
Lake Wales, FL 33853
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count Product, • •, •
Control Division (In Miami Dade County) and/or the AI-IJ (in areas other than Miami Dade County }.
reserve the right to have this product or material tested for quality assurance purposes. *If t1Zisproduet or • •
material fails to perform in the accepted manner, the manufacturer will incur the expeifsb t1•3tich testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within•. •.
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determine�ih liami- i)ac#'
County Product Control Division that this product or material fails to meet the require4 bf the • . . •
applicable building code.
• •• •
This product is approved as described herein, and has been designed to comply with the Florida Buiititrlg •
Code and the High Velocity Hurricane Zone of the Florida Building ro.1p • • • • • • •
DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete 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 7.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 07- 0228.03
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
SCOPE:
Roofing
Flat Profile Roofing Tiles
Concrete
This new NOA approves a system using MonierLifetile Saxony 900 (Shake, Slate & Split Shake)
Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be
done as a moment based system.
PRODUCT DESCRIPTION
Manufactured by
AnDlicant
MonierLifetile LLC
Saxony 900
Trim Pieces
Dimensions
1 =17"
w= 13"
1- 5/32" thick
Slate
1- 9/32" thick
Shake & Split Shake
1= varies
w = varies
varying thickness
SUBMITTED EVIDENCE:
Test Agency
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Test
Specifications
TAS 112
TAS 112
Test Identifier
7161 -03
Appendix III
94 -084
94 -060A
25- 7183 -6
25- 7183 -5
• •
Produce • • •
t• •
Descripg6d; • •
••4••• •
High profile, interlocking`dfid piece, '• • •
shaped, high - pressure extrud'etl concrete "
roof tile equipped with tt,eeriail hole •.":
For direct deck or battened -on, mortar
set or adhesive set appliiatio•ns: ••••
•
•••• •
•• •
• • • •
• ••
• •
• • • ••••
Accessory trim, concrete roof pieces T94% •
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Test Name/Report Date
Static Uplift Testing
PA 102 & PA 102(A)
Static Uplift Testing
PA 101 (Mortar Set)
Static Uplift Testing
PA 101 (Adhesive Set)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Direct
Deck)
Static Uplift Testing
PA 102
(2 Quik -Drive Screws, Battens)
Dec. 1991
May 1994
March, 1994
Feb. 1995
Feb. 1995
NOA No.: 07- 0228.03
Expiration Date: 04 /26/12
Approval Date: 04/26/07
Page 2 of 7
•
•
•
•
•
•
•
• •
•••••
•
•
•
•
•
Test Agency
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
The Center for Applied
Engineering, Inc.
Atlanta Testing &
Engineering, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
Nutting Engineers
Test •Identifier
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
Letter Dated Aug. 1, 1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
R1.894
R2.894
R3.894
520109 -1
520111 -4
520191 -1
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculations
Calculations
Evaluation Calculations
130
Test Name/Report Date
Static Uplift Testing March, 1995
PA 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing March, 1995
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing Dec. 1991
PA 108 (Nail -On)
Wind Tunnel Testing Aug. 1994
PA 108 (Nail -On)
Wind Tunnel Testing July 1994
PA 108 (Mortar Set)
Withdrawal Resistance Testing Sept. 2993•.
of screw vs. smooth shank nails •' • • 414:
Wind Driven Rain Oct. 1V94 .,, •
PA100 •
Physical Properties .... Aug. 1194.
PA 112 '•••• • '..•
• • •• • e
Static Uplift Testing • • • • Dec. 1998 •
PA101 • •.
Static Uplift Testing • , March•>:9�9�� •
PA 101 ••.• • • .. • •
•
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
February.L996
April 1996
December
1996
25 -7183 March 1995
Aerodynamic Multipliers January 2007
Two Patty Adhesive Set System April 1999
Restoring Moments Due to February 2007
Gravity
TAS 112 January 2007
NOA No.: 07- 0228.03
Expiration Date: 04/26112
Approval Date: 04/26/07
Page 3 of 7
LIMITATIONS:
1. Fire classification is not part of this acceptance.
2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in
accordance with RAS 106.
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.
4. Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
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.
6. This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
INSTALLATION:
1.
•. •
• •
• ••••
• • • •
•• • •• • • • MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile'atiCiL com orients
shall be installed in strict compliance with Roofing Application Standard 1 .t1.8, RA•S• 112,
and RAS 120. • • •
7 Data L`.... Attachment _ . . .. ••••
• •
•• ••
• •••
• • •
•• •
Table 1: Average Weight (W) and Dimensions (I x w) • • .•••••
Tile Profile
Weight -W (ibf)
Length -I (ft)
•Width -w (.'.
MonierLifetile Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
Tile
Profile
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Table 2: Aerodynamic Multipliers - (ft3)
(ft3)
Batten Application
0.289
A, (ft3)
Direct Deck Application
0.313
Tile
Profile
Saxony
900
Slate,
Shake &
Split
Shake
Table 3: Restoring Moments due to Gravity - M, (ft -Ibf)
2 ":12" 3 " :12" 4 ":12" 5 ":12" 6 ":12"
Battens
7.16
Direct
Deck
8.12
Battens
7.08
Direct
Deck
8.03
Battens
6.97
Direct
Deck
7.91
Battens
6.82
Direct
Deck
7.74
Battens
6.65
Direct
Deck
7.55
7 " :12" or
greater
Battens Direct
Deck
6.46 7.34
NOA No.: 07 -0228.03
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page4of7
I twItt
g►: muacnment 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
Saxony 900
Slate, Shake &
Split Shake
2 -10d Ring Shank Nails
30.9
38.1
17.2
1 -10d Smooth or Screw Shank Nail
7.3
9.8
4.9
2 -10d Smooth or Screw Shank Nails
14.0
18.8
7.4
1 .#8 Screw
30.8
30.8
18.2
2 .#8 Screws
51.7
51.7
24.4
1 -10d Smooth or Screw Shank Nail
(Field Clip)
24.3
24.3
24.2
1 -10d Smooth or Screw Shank Nail
(Eave Clip)
19.0
19.0
22.1
2 -10d Smooth or Screw Shank Nails
(Field Clip)
35.5
35.5
• •
3.1.8,•••
••
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
31.9
31.9 • • • •
312„ • •
••••
•
.•
•
• •
•• • • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft; N, • • •
for Two Patty Adhesive Set Systems
Tile Application
Tile
Profile
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Adhesive
1 See manufactures component approval for installation requirements.
2 Dow Chemical TileBond Average weight per patty 13.9 grams.
Polyfoam Product, Inc. Average weight per patty 8 grams.
• • • • •
•• • •• •• •
Minimum.A$itachment
Resistance •••••,
• �1.3z
•• •
••••
• • •
• • I
•• •
NOA No.: 07- 0228.03
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 5 of 7
• •
•
•
•
• •
• •
Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Polyfoam PolyPr&M
118.93
Polyfoam PolyProTM
40.44
3 Large paddy placement of 45 grams of PolyProTM.
4 Medium paddy placement of 24 grams of PalyProTM.
NOA No.: 07- 0228.03
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 5 of 7
• •
•
•
•
• •
• •
Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf)
for Mortar Set Systems
Tile
Profile
Tile
Application
Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
Mortar Set'
43,93
5. Tile -Tite Roof Tile Mortar
NOA No.: 07- 0228.03
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 5 of 7
• •
•
•
•
• •
• •
LABELING:
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
BUILDING PERMIT REQUIREMENTS:
Application for building ""
g permit shall be accompanied by copies of the following: • • • ' ••••
• •
1. This Notice of Acceptance. • • • • • • •
• 2. Any other documents required by the Building Official or applicable buildincvc�ein order tQ • • •
properly evaluate the installation of this system. •
•••• •• • • •
NAIL HOLES
PROFILE DRAWING
•
• •
•••• • • • •• •
• • • •
• • • • •
•
•• ••
•
• • •
• ••••
• •
• •••• • •
• • •
•• • •• • • •
• .•
• •
•
•�
1 5/32 " (slate)
1 9/32 " (shake)
17"
WATERLOCK
13"
OVERLAY
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL)
NOA No.: 07 -0228.03
Expiration Date: 04/26/12
Approval Date: 04/26/07
Page 6 of 7
PROFILE DRAWING
.
•
• ....
• • •
.. • • • • .
.
• •
• • ..
•
• • •
•••• .. • • •
• • • •
.... • • ..
• •
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE DEL)
• ...
• • •
.. •
•
• • •
• • ....
• •
.... • •
• •
•
.. •
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL)
END OF THIS ACCEPTANCE
•
•
•
.. • • •
• • •
NOA No.: 07- 0228.03
Expiration Date: 04126/12
Approval Date: 04/26/07
Page 7 of 7
M 1A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (hi 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 ntanu;acturet Viill•tpcur •
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the tISQ b'f such •protitict or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it Is' Mtermined bylitCCO
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 Hi. fi1 city I+Ikicagne
Zone of the Florida Building Code.
•
D
ESCRIPTION: Polypro® AH160
• • •
• •
• •
••••
• •
••••
RENEWAL of this NOA shall be considered after a renewal application has been filed and Ili re has &t wig •
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.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
•
•
•
•
•
•
•
•
• •
• •
ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
Roofmg
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® AII160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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
Polypro® AH160 N/A
Foampro® RTF1000 N/A
ProPack® 30 & 100 N/A
Test
Specifications
TAS 101
PRODUCTS MANUFACTURED BY OTHERS:
Product Description ••••• •
• • ••••
• • • •
Two component polyurg.i foa•••••••
adhesive • •
Dispensing Equipment,. • • • •
Dispensing Equipment
• •
•• ••
•.••
• •
•• •
• • •
• • ••
• •••
• • •
•• •
•
••••
•
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a curre�tt N� A which:: • •
list moment resistance values with the use of Polypro A11160 roof tile adhesive. • • •
•
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
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%
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.
NOA No.: 06- 0201.02
Expiration Date: 05 /10 /11
Approval Date: 04/13/06
Page 2 of 7
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
Test Name /Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
9637 -92 ASTM E 108
01 -6743 -011
01-6739-06241]
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
ASTM E 108
ASTM E 84
TAS 114
TAS 101
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••••
• 93/14/9 • • • •
• • •
•• • •• •
•
•••;20/23/95 •••
•
•••• • •• •
• • • • •
•••• • ••
..,.U128/98 , „•
• • • • •
•• •• •• •
•
• • •
• • • ••••
• •
• ••••
• • • •
•• 03/02/99.'•• :• •
LIMITATIONS:
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
2. Polypro® AH160 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 Polypro® 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.
iF
W
F'=
2
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 3 of 7
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® A11160 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 Polypro® AH160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority
having jurisdiction
5. Calibration of the Foampro® dispensing equipment is required before application of any adhesiva►. •
The mix ratio between the "A" component and the "B" component shall be maintained between 1r.0•• •
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds par tit as • • •
determined at calibration. No other settings shall be approved. • • • • •
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100'dlitflsing •
equipment only. „• • . • • • 7. Polypro® AH160 shall not be exposed permanently to sunlight. • • •
•••• • • ••
8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 • •••
Polypro® AH160 has been dispensed. mlr3S'er •..•
•
9. Polypro® AH160 placement and minimum patty weight shall be in accordance wi1r th lacenlei,t• • •
Details' herein. Each generic tile profile requires the specific placement noted herein. • • • ••••
•• • •• •
• • •
f• r• • •
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Flat, Low, High Profiles
High Profile (2 Piece
Barrel)
Placement
Detail
#1
Single Paddy
Weight Min.
(grams)
35
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
Flat, Low, High Profiles
#1
#2
17 /side on cap and
34 /pan
24
N/A
N/A
#3
N/A
8
LABELING:
All Polypro® 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.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 4 of 7
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
• .. •
1) Place enough adhesive to achieve 17 to 23 Optionai2x4sfor...• • • •
square inches in contact with the pan Me steep aPPb�.�� . :.''•' ' t
2}Turn covers upside down. Place adhesive 112 b. •
To 1 in. From outside edge of cover the.
Then install the tile.
Underlayment
••••
• •
•
•. •
• ••
• • • •
• • •
• •
Remov
top portion
of the save
course cover tile.
Abut to second course of
pan files. Ensure eave end of
pan and cover tiles are
flush at eave Urn.
Eave closure
(mortar shown)
Weephole Fascia B
Sheathing
Optional
Point up Mortar
on edges ofinetnal
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date; 04/13/06
Page 5 of 7
•
• •
000000
• •
••••••
• •
00000
• •
.....
•.•••.
re.
•
.•*••e
• •...S•
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
...... •
• • •
• • ••••
• • •
• • • • • ••..
•• •• •
• • •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
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ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Nail through plastic cement
Paddy
(between tile)
Paddy
(under tile)
Single paddy under tile
Single paddy between tie
2 in. x 7 in. medium
size paddy eave
course only
Single paddy
t 3 in. under tile
x3in.
Single paddy on
under•
layment
Single paddy
on top of the
Single paddy
on top of tie
Eave
Course
Nail through plastic cement
Single paddy
between tile
1� tee' 3 in. x 3 in.
Single /paddy
on undeiIayment
Single paddy
on top of tile
�rt
orl■ i 4
2 In. x 7 In. medium
Fas
ac tidy eave course only
Eave Closure
Eave Course
END OF THIS ACCEPTANCE
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Weep1►&e
Eave closure
PIP'
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NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Dates 04 /13/06
Page 7 of 7
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MIA M MADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve tie might to
have this product or material tested for quality assurance purposes. If this product or mataria•Pails to refftem. in •.....
the accepted manner, the manufacturer will incur the expense of such testing and the j fj may ii ed1ately • •
revoke, modify, or suspend the use of such product or material within their jurisdiction. RQjtg reserves theright ......
to evoke this acceptance, if it is determined by Miami -Dade County Product Control Divieiorrthat this grodluct or j....
material fails to meet
the requirements of the applicable building code. • • • • • • • • •
•••••• • ••.
This product is approved as described herein, and has been designed to comply with the High......ity 1 i1 is ane
Zone of the Florida Building Code. ......
• • • •
•
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. ▪ • • • • • •
•
• • ▪ •
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•• • •• •
•
LABELING: Each unit shall bear a permanent a 1 with the manufacturer's name or logo, city, state alas •
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
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 #02- 0408.09 and consists of pages 1 through 2L
The submitted documentation was reviewed by Frank Zuloaga, RRC
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23/03
Page 1 of 21
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Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet:
GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or • • •' •
any of above Base sheets attached to deck with Drill-Tec (GAF FrI)$11 or • • •
#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" Stdq i rp. The • • •'
other rows are equally spaced approximately 12" o.c. in the field ot'tlIe Sheet. •
(Maximum Design Pressure —4S psf, See General Limitation #7)• " • • •. • •
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of ab e ' •
sheets attached to deck with approved annular ring shank nails and ti a'ps at a , • •
fastener spacing of 9" o.c. at the 4" lap staggered and in two rows Y'•o.e :in the •
field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) ••••••
GAFGLAS #75 Base Sheet or any of above Base sheets attached Co da!k with ••••
Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in ztrows. One '•
row is in the 2" side lap. The other rows are equally spaced approximately 9" "
o.c. in the field of the sheet.
(Maximum Design Pressure —60 psf, See General Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails
and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of
9" o.c. at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbs. /sq.
Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of
20-40 Ibs. /sq.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 18 of 21
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Surfacing:
Maximum Design
Pressure: See Fastening Above
(Required if no cap sheet is used) Install one of the following:
1. GAF Special Roofing Bitumen with an application rate of 20 lbsisq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal./sq.; or GAF
Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with an application rate of 1.5 gal.Isq.
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or
slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 gal/sq.
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NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23/03
Page 19 of 21
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WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum 1/4" Dens Deck or %a Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 2040 Ibs.sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the bb.se she®f •' •.
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24•.tl.e.;br striae • • •
m o p p e d 8" r i b b o n s in t h r e e rows, o n e a t each sidelap a n d one down t h e c e n t e r of t h e skaat•allowi4g •,, •
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" 'break shall be •
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either SyfVm shill'. • •
be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be limited to•.•aximutn • •
design pressure of -45 psf. • • ; • • ... • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic For • • • •mslue of •• •
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the alstebee value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. • • • • • •
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachnieht is based
•••
on a minimum fastener resistance value in conjunction with the maximum design value listed withii • • • •
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. 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.
END OF THIS ACCEPTANCE
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 21 of 21
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° TGFU.R1306 - Roofing Systems
Underwriters
Laboratories Inc.
Page Bottom
Guide Information
GAF MATERIALS CORP
1361 ALPS RD
WAYNE, NJ 07470 USA
TGFU.R1306
Roofing Systems
Questions?
Roofing Systems
Page 1 of 55
41406
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• •
" Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to.Typt G213an • • ' • • • •'
• •.•••
sheets in any of the following Classifications. • ••• • •
• • • ..... •
•• • ......
1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® ilay usedinany • •
existing noncombustible deck Classification. When this is done, the resulting roofing system ism." "• • • •
acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsun3 board.�nri �•••.:
•
overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof sysstern, it
must be placed below the overlayment board.
Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in
hot asphalt.
" EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification.
"GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot
mopped over noncombustible decks and as a recover over existing roof systems.
GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any
of the following systems.
Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping
asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons
include "ENERGuard EPS Insulation ".
References to glass fiber insulation include " EnergyGuard Fiberglass Llsulation ".
ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT
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TGFU.R1306 - Roofing Systems Page 2 of 55
r
Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is
a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply
6" ) in the Class A, B or C roof systems indicated below.
The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent
Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet
(Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down.
As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80
ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1
asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the
following systems.
Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened.
Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened.
"GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems
listed below.
• • •
• •. •
When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any otlidt'oL• Classified'
perlite insulation. • • • •.. •
••••. •• •
Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C•gms listed..
•
•• ••
•• •
•••.••
Structural cement fiber building units are considered suitable to be included as a d@cksnithe following ••
Class A, B or C systems listed over C -15/32 or NC. ......
•
•• • •• • ...... •
•The use of gypsum board under any of the following Class A, B or C systems does not advers 15' Affect •
the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32
decks.
.•....
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The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper
(perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following
Class A, B or C systems.
"BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may
be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications.
Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot
Roofing Asphalt ".
GAFGLAS #80 Premium Base Sheet may be used in any of the following systems.
"GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the
following NC Classifications.
Class A, B and C
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TGFU.R1306 - Roofing Systems
Page 3 of 55
Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes.
" Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in
any applicable Classification.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate,
urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate
composite, phenolic, any thickness.
Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot
mopped.
Surfacing: — Gravel.
2. Deck: C -15/32 Incline: 2
•
Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber,sisoeyanuate, •
urethane, perlite /isocyanurate composite, perlite /urethane composite, wood linetsocyanupate
composite, phenolic, any thickness. • • • •
0
Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFG000
LAS•Ply 6='x•0:•
Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet; • •: • • •
• 0000..
• • •
•
•
• ••••
• • '....•
Insulation (Optional): — One or more layers perlite, wood fiber, glass fibe ?, istcyangive6
urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocy'ahufate
composite, phenolic, 2 in. max.
Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ".
Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ".
3. Deck: NC Incline: 2
4. Deck: NC Incline: 1/2
Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system.
5. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): — Red rosin paper, nailed to deck.
Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed).
Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ".
Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ".
6. Deck: NC Incline: 3
Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ".
Ply Sheet: — One or more layers Type G1 "GAFGI,AS Ply 4" or "GAFGLAS Ply 6 ".
.00.00
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FLORIDA INTERNATIONAL
ENGINEERING & TESTING LAB
INS IGHT•IN NOVATI ONE I NTEGRATION
16701 Southwest 117th Avenue • Miami, Florida 33177
Phone: (305) 378 -1991 • Fax: (305) 378 -1997
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH MIAMI-DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106
No 1
Veie
37
SITE SPECIFIC INFORMATION
Owner's Name: k.
Job Address: 1 i5 moo, lk1 l s, Lt. l .°C-(d 6 e c6
Roofing Contractor: Q P OL 4, I r,
Type of Tile:.IO ilk-14 — . *°r Date Installed 3 ° 12— GA'
Approximate Roof Height: h— feet " 3 9 Z
Type of Access to Roof: Scaffolds / Ladder Other
Approximate Square Footage of Roof: j 1 coP ft2
Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument
Date: 3 —I. i -O8
Permit # F Sok 3 18
TEST RESULTS
P = PASS, F = FAIL
1
2
26
27
P
17A-
51
52
U it Pull Test (P
76
77
Test
3
28
53
78
4
29
54
79
S
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
65
11
36
61
86
12
37
62
87
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
50
75
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT DUALITY CONTROL TEST.
RESPECTFULLY SUBMITTED BY:
\IN-kg \I �_� 3 -18�08
Vlnayagar M. Balakrlshnan V. P. E. Llc# 63107
Miami -Dade Lab Certification # 07- 0612.11
State of FL Certificate of Authorization # 27273
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10050 NE 2nd Ave* MIamt Shores, Fl 33138
Phone 305495.2204; Fax 305 - 786.8972
RE: Permit # Rr2O93)
0 -31
DATE: a c�
INSPECTION AFFIDAVIT
(Print name and circle License Type)
- icense #:
D)F3o4
Jn or about
(Date & time)
3econdary water barrier work at
, licensed as a (n) Contractor / Engineer / Architect,
FS 468 Building Inspector
, I did personally inspect the roof deck nailing and /or
l NE
(Complete Job Site Address)
lased upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retro it Manual (Based on 553.844 F.S)
ature
-tate of Florida
lounty of Dade:
[he undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above
)roperty mentioned.
3wom to and subscribed before me this c «j , day of
4otary Public, Sate of Florida at Large
PUBLIC-MTh T OF FLORIDA
SANT: A D. HART
CONMI5310N DD403B08
nCz(x.ES; APRIL 02, 2009
Bonded Thru Atha tic Bonding Co., Inca
General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S.. to ite*ce such an inspection.
nclude photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
M f A M FDADE
BY : --
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Lomanco, Inc.
2101 West main Street
Jacksonville, AR 72076
0
08 6
-- MIAMI-DADE COUNTY, FLORIDA
- - - -- ®METRO- DADEFLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County
and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)
reserve the right to have this product or material tested for quality assurance purposes. If this product or
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing
and the AHJ may immediately revoke, modify, or suspend the use of such product or material within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade
County Product Control Division that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code and the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: BIB -12, BEB -12, BIB -12TR, BEB -12TR Whirlybirds
..••
• LABELING: Each unit shall bear a permanent label with the manufacturer's name or•�lo •
and following statement: "Miami-Dade County . go� pity, stake • • • • •
herein. ty Product Control Approved ", unless ottjeiSe noted .. • . ; •
PP ed ••••
•
RENEWAL of this NOA shall be considered after a renewal application has been fil �d there lye
been no change in the applicable building code negatively affecting the performance of iis�roduct • • • •
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 tttt•MA as an •
endorsement of any product, for sales, advertising or any other purposes shall automat/tally . t' rminate ... •
s NOA. Failure to comply with any section of this NOA shall be cause for terminati®n Wit: emova ofe
NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, • • •
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. 06 -0501.09 and consists of pages 1 through 6.
The submitted documentation was reviewed by Jorge L. Acebo.
NOA No.: 07-0618.01
Expiration Date: 08/16/11
Approval Date: 08 /09 /07
Page 1 of 6
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ROOFING SYSTEM APPROVAL
Category: Roofing
Sub - Category: Ventilation
Material: Aluminum
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test Product
Product Dimensions Specification Description
BIB -12 WhirlyBird® 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle
1/8" high installation.
Vanes 0.0175" thick
Elbo 0.0305" thick
Base 0.025" thick
BIB -12TR 12" wide at base 20 -1/2" TAS 100(A) Turbine ventilation system for tile
Whirlybird® high insallation.
Vanes 0.0175" thick
Elbo 0.0305" thick
Base 0.025" thick
BEB -12 12" wide at base 17- TAS 100(A) Turbine ventilation system for shingle
WhirlyBird® 1/8" high installation.
Vanes 0.0175" thick
Elbo 0.0305" thick
Base 0.025" thick
BEB -12TR 12" wide at base 20-1/2" TAS 100(A) Turbine ventilation system for tile
Whirlybird® high intallation.
Vanes 0.0175" thick •. • • • •
• Elbo 0.0305" thick •
Base 0.025" thick • • • • •
•
• • •
Turbine Cap 12" dia. TAS 100(A) Turbine cap to be instalIoc i n the a �t�nta • •
• a Hurricane Warning. •••• • • • •
TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS:
Test Product
Product Dimensions Specification Description
Asphalt Roof
Cement
ASTM D 4586 Asbestos -free, asphalt based roof
cement.
Asphalt Pruner ASTM D 41 Asphalt Primer
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• l ufactuxer•• •
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generic' • •
generic
Roofing Nails Minimum TAS 114 Corrosion resistant annular ring generic
#12 x 11/" shank nails
Sheet Metal Screws Minimum TAS 114 Sheet metal screw
#10x1 /z"
generic
NOA No.: 07- 0618.01
Expiration Date: 08/16/11
Approval Date: 08/09/07
Page 2 of 6
EVIDENCE SUBMITTED:
Test Agency Test Identifier Description Date
Center for Applied MDC -117 TAS 100(A) 03/95
Engineering
Center for Applied MTS - 257493B TAS 100(A) 12/95
Engineering
PRI Construction LOM -012 -02 -02 TAS100(A) 05/21/07
Materials Technologies
APPROVED APPLICATIONS
Trade name: BIB -12 WhirlyBird®, BEB -12 WhirlyBird®
System Type A: Mechanical attachment of turbine vent over composition shingles.
Cutout: At chosen location (see Lomanco's instructions for proper placement) and
centered between two roof rafters, cut a 12" diameter hole through shingles
and sheathing boards. Seal around top and sides of hole with approved
roofing cement.
Installation: Determine roof pitch in compliance with Lomanco's instructions and align
roof pitch number on elbow with indicator line on flashing. Place three short
screws through holes that line up with pre- drilled holes in base.
Place mounting base unit flat on the shingles on its flashing, and coat
underside of base flashing with roofing cement. In its pitch - adjusted
position, carefully slide upper half of flashing up roof beneath shingles
previously rolled back until base is centered over cutout. Rolling back the
shingles where necessary, and rechecking pitch setting for vettic41
alignment, secure the base unit to the roof deck with a minimum of fotrteea•
ring shank roofing nails, equally spaced, approximately 4048 from edge ofi
base per detail drawing "Base ". Nails shall be of st>!f l i' ht length tt'
penetrate through roof sheathing a minimum of V2". Apply ooiing cement• to
underside of shingles overlapping flashing, and press thten clown outo•t e.
flashing. Nail down flashing not covered by shingles ' /z; t4.1." from puter.
edge with equally spaced ring shank roofing nails. •• • •• • • • •' • •
•
Rotate top of elbow to level position by turning count$rc18c1swise. ?Ace
locking clamp across seam and tighten as shown in Lonianc 's instrtigtioas'
with approved sheet metal screw. Seal all seams and ;oils with apgsa hod
roofmg cement. • • •
Position whirlybird on the base. Line up the pre - drilled holes in the brackets
and base and fasten with approved long sheet metal screws.
After installation, verify that whirlybird turns freely. If necessary, minor
adjustment may be made by gently prying lowest point of turbine upward to
remove any wobble.
Refer to manufacturers published literature
Apply roofing cement to seal all exposed flashing edges and seams.
Net Free Area:
Note:
NOA No.: 07- 0618.01
Expiration Date: 08/16/11
Approval Date: 08/09/07
Page 3 of 6
APPROVED APPLICATIONS
Trade name: BIB -12TR Whirlybird ®, BEB -12TR Whirlybird®
System Type A: Mechanical attachment of turbine vent for tile or slate roofing.
Cutout: At chosen location (see Lomanco's instructions for proper placement) and
centered between two rafters, cut a 12" diameter hole through sheathing
boards.
Installation:
After application of 301b. felt and 90 lb. roofing material (hot mopped) per
Roofing Application Standards RAS 118,119,120, cut 12" diameter hole in
roofing membranes to match previous hole cut in sheathing.
Rotate top of elbow clockwise and level in both directions. Prime both sides
of base flashing with ASTM D 41 primer, and coat underside of base
flashing with ASTM D 4586 flashing cement. Center base over hole and
secure the base unit to the roof deck with a minimum of fourteen ring shank
roofmg nails, equally spaced, approximately 3 /a" from edge of base per detail
drawing "Base ". Cut a piece of 901b. roofing material a minimum width of
30" x 30" and cut a 12" diameter hole in the center of the roofing material.
Place the piece of roofing material over base and hot mop in place. Seal
inside center hole of cap sheet with approved flashing cement. Place
locking clamp across seam and tighten as shown in Lomanco's instructions
with supplied fastener. Seal all seams with approved roofing cement.
Position Whirlybird® on elbow and attach using three sheet metal screws
provided. Check to see that Whirlybird® turns freely. If necessary, minor
adjustment may be made by gently prying lowest point of turbine upward to
remove any wobble.
Net Free Area: Refer to manufacturers published literature
Note:
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Apply roofing cement to seal all exposed flashing edgesdandlseams. • • •. • •
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NOA No.: 07- 0618.01
Expiration Date: 08/16/11
Approval Date: 08/09/07
Page 4 of 6
LIMITATIONS:
1. Refer to applicable building codes for required ventilation.
2. BIB -12, BEB -12 Whirlybird
shingles roofs only.
turbine roof ventilators shall be installed over composition
3. BIB -12, BEB -12, BIB -12TR, BEB -12TR, Whirlybird®
installed on roof mean heights greater than 33 feet.
4. In the event of a Hurricane Warning or in the event of a
speeds in excess of 70 mph, the BIB -12TR, BEB -12TR
replaced with the approved storm cap listed herein.
DETAIL DRAWINGS
turbine roof ventilators shall not be
high wind event with expected wind
turbine head shall be removed and
Noll Every 4' -6" O.C.
Approximately 3/4" From Edge
BASE
R0.187 -�
R0.787
�- 0.500
6000
045 MR* (3 EQUAL 1//24451 • •
• 6 •
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00 •• •• ••
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• 0
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..- -1.080
•
•000
• •
00.0
•• •
• • •
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NOA No.: 07- 0618.01
Expiration Date: 08/16/11
Approval Date: 08/09/07
Page 5 of 6
DETAIL DRAWINGS (CONT'D)
D.
BIB -12, BIB -12TR
BEB -12, BEB -12TR
END OF THIS ACCEPTANCE
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0. 00
•
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0000 410.0 • •
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00•• ••••
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00 •0 •• ••
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• 0000
•
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00 • 00 • • •
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NOA No.: 07- 0618.01
Expiration Date: 08/16/11
Approval Date: 08/09/07
Page 6 of 6