RF-07-2165Inspection Date: 11/30/2007
Inspector: Grande, Claudio
Owner: PEREZ, JOEL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Job Address: 1167 99 Street NE
Miami Shores Village, FL
Project: <NONE>
Contractor: SUNCOAST BUILDERS & ROOFERS
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132050180080
Lot:
Phone: (305)436 -9294
Building Department Comments
RE -ROOF TILE COLOR THRU WHITE FLAT
•
11
Passed
Inspector Comments
04--- '
4521 /�c
Z-------
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Thursday, November 29, 2007
Page 1 of 2
A -J CTIAKE��
L_-'- ®1-1
ROOF PROBLEMS? ??
UPLIFT TEST EXPERTS
A-1 CONSULTING ENGINEERS, INC
ROOF STRUCTURES CONSULTING
ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE
IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
TAS No. 106
SITE SPECIFIC INFORMATION
Owner's Name: Permit #:
Job Address: / / 4 7 /V 5- ? 7 �7 i " 4 A, / 2 /
Roofing Contractor: tii i A a- 7 ;72,00 %r.€7�
Type of Tile: /-1.47— 7721 /J Date installed:
Approximate Roof Height: /2 feet Roof Pitch: 3 & - / i
Type of Access to Roof: Scaffolds Ladder Other
Approximate Square Footage of Roof: 2 g ft 2
Required Testing Force: 3i5 lbs. Testing Equipment: F.G.E. 100
Date Tested: 1/ /2 7
PEST LOCATION
-7-1 -PASS_
UPLIFT PULL TEST
PEST LOCATION
UPLIFT PULL TEST .
TEST LOCATIO!
UPLIFT PULL TEST
TEST LOCATION
UPUFT PULL TEST
TEST LOCATION
UPLIFT PULL TEST
TEST LOCATION
UPUFT PULL TEST
26
1},16:5
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76
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IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUAL TY CONTROL
TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO
DEVIATIONS.
THIS REPORT SUBMITT R . =Y
Remberto Contr as p E.
P.E. # 21522
A -1 CONSULT!
NGINEERS, INC.
Lab. Certification # 01- 1224 -05
4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550
ENGLISH: Cell (305) 609 -6388 • SPANISH: Cell (305) 498 -9804
A -1 CONSULTING ENGINEERS, 1 1C
ROOF STRUCTURES CONSULTING UP LIFT TEST EXPERTS
Owner's Name: Permit #: •
Job Address: 1161 . N i= 99 M
Roofing Contractor j Cp a 201 ; N
Type of Tile: Ai' T∎
Date Installed:
Approximate Roof Height 1?- feet Roof Pitch:' I2-
Type of access to Root. Scaffold CAL- Ladder. • Other
Approximate Square Footage of Roof: 2.9 ft 2
Required Testing Force: 35 lb
Date Tested 11 Th 01 Number of Tests: 3'r
SKETCH OF ROOF
31
2.
t4
3 }•
9
1
t•
•k
REMISED
DATE II Zl 01
Certification No.: . 07- 6306.03 Renews: 01- 1224:05
4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550
ENGLISH: Cell (305) 609 -6388 .* SPANISH: Cell (305) 498 -9804
BUILDING
PERMIT APPLICATI h on ��
Master Permit No
FBC 2004 --------- BY:
-o - °
Permit Type (circle): Building Electrical Plumbing Mechanical
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 7952204 Fax: (305) 756.8972
mom- nwE
Permit No.XT''Cn 1
Owner's Name (Fee Simple Titleholder) jOe-( fee. 2
Owner's Address (U4 E R°
City M tt $4-S State Ft. Zip 33
Tenant/Lessee Name Phone #
Phone # 305 30d-- 6?7-24
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade Zip 33 I3 ?5
FOLIO / PARCEL # 3,3-13C 0 1 % b b
Is Building Historically Designated YES NO )(
Contractor's Company Name ,S U 1 et 61°®Phone # k1 5 t i-6 4S 1 q
Contractor's Address . Co 1 t(/ 5 W 72 el—
City ,to i r& yrt" r State EL Zip 3 3 dsZ3
Qualifier Name U `, S jm SR-It S Phone # ("j ib (o) 6 14 / _ 6 a 1 q
State Certificate or Registration No.Ccc..1 3 a 11.g Gict Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Value of Work For this Permit $ l P®, cO DO
bet
Phone #
Square / Linear Footage Of Work: 9
Type of Work: ['Addition ['Alteration
[,New RepairlReplace [] Demolition
Describe Work: e (2,0 G f l i! e.
Submittal Fee
Notary $
Scanning $
***** t**** * **** *, * * *, *, * * * *, * * *** * ** Fees *, * ** ** * * ** * *, * * * * * * ** ** * *** * * * * ** ,x * * * * **
Permit Fee $ 3 0.
Training/Education Fee $
Radon $
DPBR $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $
See See v side --->
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE . RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for . the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
er or Age
The foregoing instrument was ackn • `!mod before me this The foregoing instrument was acknowledged before me this
day of , 20 , by , day of , 20 , by
who is personally known to me or who has produced who is personally known to me or who has produced
as identification and who did take an oath.
} r: !Ova%
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
NOTARY PUBLIC:
Sign:
Print
My Commission Expir
APPLICATION APPROVED BY:
(Revised 02/08106)
Plans Examiner
Engineer
Zoning
11,1. 44,94.1 rnA f000localu MDC-P4RMIT
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST OE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
11111111111111111111111111111111111111111101
PERMIT NO TAX FOLIO NO. ( c.-61 - co 8?
STATE OF FLORIDA:
couNtry OF MIAMI-DADE:
THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real
property, and in accordance with Chapter 713, Ronde Statutes, the following Informatton
is provided in this Notice of Commencement.
CFN 2007R1022786
OR Bk 26002 Ps 0779; (1ps)
RECORDED 10/22/2007 1340:00
HARVEY RUVIN, CLERK OF COURT
MIAMI-DADE COUNTY, FLORIDA
LAST PAGE
1. Legal description of property and street/address; (40 Ft- k(A-044 q45V-5
Iq biy.k 1-q
10-.5toae, If(L.,fria?
2. Description of improvement Re_ Roo F-
3. Owner(s) name and address: dOe-1 e
404 Slaw ,
Interest in property. MD 494
Name and address of fee simple titleholder:
e
010IMI■11411.11■•■■.*
4. Contractor's name and address: 6tit cLe
ip 5 (4r 1Z CT ra_ L 33 oz3
5. Sizetyf (Payment bond required by owner fromrsentradtetPff
Name and address:
Amount of bond
6. Lenders name and address:
OF NTY 0DADE
fMe
HEREBYCERTIFYMatfMsisat
•
e
rigma
, AD 20€
I
,TNESS my hand and Official Seal,
7. Persons within the state of Florida designated by Own
provided by Section 713.13(1)(07., Florida Statutes,
Name end address:
./..,•••••■••••••■■■.14///.../.•
00
Ts■■•■■•
; notice:30r otPer documents may be served as
i'V/0
8. In addition to himself; Owners designates the following person(s) to receive a copy of the Llenor's Notice SS PrOMEid
in Section 713.13(1)(4 Florida Statutes.
Name and address: .
9. Expiration date of this Notice of COmmencement (the expiration date is 1 year froM the date of recording unless a
different date is spec fled)
Skinature of Ow er
PrintiOwners Name
Prepared by Lus'-
Sworn to and subscribed before m. this
Notary Public
Print Notary's Name
My commi3sion expires:
Q. se-,....dract5
AddrestcL4/ (5 tit) '2? ct
023
HIGH-VELOCITY HURRICANE ZONES
Florida Building Colo Edition 2004
HioiNepaity Hurricane Zone uniform PernrNtppifsatian.Forpt,
A
Section 0 (Sleep Sloped Roof Systern)
Roof System Manufacturer: M 9 f)i) ir— )2; et
"t--* le_ 1.4-c;
i..
Product Approval Number: 0 2— 12-0 5. 0 6.
• .
••
•
•
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mil is
• • • •
Mittirnurn Design Wind Pressures, if ApplicablO (riamRAS 1.21 br4ilitattt014.
• •
•• •• ...
Maximum Design Pressure
Product Approval Specific System: 40 o
•
• • •
• ••
•
•
•
••
••,
•••
Method oftlie attachtnent Foy/ 9 rine
Roof Slope:
3 :14
Ateopi Sj.01*..:tp.pf Description
DeeiCT)/pe::'
•
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• • •
•
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I
•
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• • -sirs • •
•
•
•
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• • •
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•
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t//0.0 01
ype Underlaym
•insulation:
Fire 8
Ridge Ventilation?
At /6
M
rier:
PA-
ff/p .
Fa.n
ateer Type :Spacirt4:.
•Adhesive Type:
Mean Roof Height:
611 cfr.f
itlif 61/5 h& G pa" oa
anol skspho,it
•ype Cap Sheet:
A 97-1.4
0 nif.rd so
re-'we
Ropf 9,9yering: "
01,4, niod * S IcCre-
Types'i Size Drip
1401
3X3, et..h.)etn't
• HIGH-VELOCITY HURRICANE ZONES
Florida Building Code Edition 2004
Mph Vejoeftv frhulicano:Zone-UnifOrm,PerrpkApplleallou Form.
Section E (Til Calculations)
For l'ilorment was-cid systems i choose either Method I or 1. Compared the:values
for rfirwith the values' from Mr. If the Mt values are greater than or-equal to the Mr
values, for eadh.ores of the, red0hen the:tiles-attachment methOd is •acceptible. • •
Method 1 "IVIomeat Based 'rite CalgUlatiorMiTer RAS* /27"
(e.445 , 2 A.2$ j 3436 )— M r7, $ L. M,1 G SC-/ Product Approval
Wils, x 0, LE11.51 21167 .) '7.52 — N1 19 'Di; Product Approval
(15. 2-0 = 240. )- Mrr, "/.5 2- .134173 04, Product Approval
Method 2'Simplifiedlile •Ca le uEi that Per
Requked: Mom eft t of *Resistance (KY Fr011t Utile gekYw _ 3. Product Approval
•
• •
• • • •
• • • •
• •
• • • •
•
• • •
• • •
• • •
• • • •
•
• • • •
•
• Lle •
• • • • •
It, 1) • 'el-
• • • • •
•
IVIrslacittirud hilomout 110f:stance • 1 ir • •
•
• . . . .
•
Moan Roof Height —*-
P114
Whorest
e$. :ptosgun:
P.1 laor1 3
Roof-Stops .4,
15'
Men `Rti 'Me' Oa
28'
aa•
.4ty
212
34:4
•36.5 '
58„.2
39:1
42.2
Product Approval
3.22
. 44) 4
.. --
NO
• 31:4
3k8
Oa
'30:4
32.2
13;9 .
t
trid Noenk ee
• Titnmitmily e s
NM
512
•13,4-
.30:1
.31..6
.22;6 '
34,8
6::1'
.2.0.:4
:lax
• 2:9.4
'29.13,
- S2:4
112
•
:24:4
289
271
' 8:2
MO'
*114 na be used cortJungtion wlth.a1i .of.vonaent:.basetl: tIle.systeats:,eudomed' hp-the
Browar4 *Colony Board.aTtkiles ead.Apiieals.
For OOP based tile systems use'Nfetltud compared-thervahms4or F' withAbe
values for the:F' values ,are..greatertIon:sorsequateto. the Fr.volues, for 41ch
area of tharoof,lben.the;ti1e,attaehmentmetho4 is.,ateeptable.
Calituhttiosns:Pek RAS
x vv: ) w: . Fi'17— Product Approval F'
01: JO: W: o5= X05* '•'=' Product Approval F'
______ Product Approval F'
•
•
• ID
• • ' • ' eiolo; litabilitfQrma :
Ds n
P114
Whorest
e$. :ptosgun:
P.1 laor1 3
W127 Taliki,litir
7
,va..eaglueering analysis prepattst . IR - ort oliASCE
Men `Rti 'Me' Oa
IIIIIILIIIIIIII
.JbbSit e
ItO ffio
•-•.44S-Site
•Ae:rodynanitoMu1tip1 kr
Product Approval
ficstoring:MomopEdutiOlartilfi '
L.
• Product Approval
sg'
s tancco e
RR.
AA tttt aahhmmnioetnt t
• ProductApproval
t
trid Noenk ee
• Titnmitmily e s
NM
.. (Azlured
.1411
Requitid:thilifaisiatipa*
Product Aproval
• _
• •".etticittatad .
Aver.; '""1"iltiIWIS: it
• Product A .. royal
TiieDinitrislort
• tenth
.• lath
ProductApproval
.
4IttaleolgiionlAnua lic-submitted tp theBuirdingpffli1141_t_Elhetin*tit
P . • liPaliitn, . . ._ ..
FLORIDA BUILDING CODE — RESIDENTIAL
• • •
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44.23
•
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 roofmg 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.
1.
Aesthetics - Workmanship: the workmanship provisions of Section•R44.02 are
for the e p 1rpose of providing that the roof system meets the wind resis anie„and water •
instruction performance standards. Aesthetics (appearance) are not a c8iisideratiaz'i'6' th •.
respect to workmanship provisions. Aesthetic issues such as color or AN i,ttctural : •
appearance, that are not part of a zoning code, should be addressed a:pm•of the agreement • •
between the owner and the contractor.
••
2. Renailing wood decks: When replacing roofing, the exi�ix•
g, wood
• roof deck . •
may • to be renailed in accordance with the current provisions ofection R440.3. {The •
roof deck is usually concealed prior to removing the existing roof syseen 'y . •••• • •
•• •
... •
3. JO, Common roofs: Common roofs are those which have no visible delineation
bet ee 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
roo'e: king 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. The provides the option of maintaining the appearance.
5. Ponding water: The current roof system and/or deck of the building may not
drain w l and may cause water to pond (accumulate) in low -lying areas of the roof.
Ponding can be an indication of structural distress and may require the review of a
professional structural engineer. Ponding may shorten the life expectancy and performance
of the new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
6. j Overflow scuppers (wall outlets): It is required that rainwater flow off so that
the `11. ''s 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. Att Ventilation: Most roof structures should have some ability to vent natural
a l!' . ough 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 roof.
Age s Sig ; •' Date
k
n i actor Si: ' ature Date
•
Mi l A 11.410ADE
All brit- r)al)F. !'r)(_'\ I 1 • Fl _()(',It) 1
11i I!:1)- ir ; :it i t 1( .:1 i +t 131 t.l)1 "li B! I11)L!(r )lrGtt11 IPtl lti(1. r)I I It F.
tltt- f t )I 1.111 N F 1 t f i .‘f Al It smut. 1, SI I7) lnrl,t
i'!tr ?I)l i I ( tip 1)trlt i►Ir t )\
NO it'1'. 01' AC:(2.1E1 .1.N F: (NW,
..,....; , .
•
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• • • •
fnhfoam Products, tine.
•• • •••• •
•••••• ••••
•
1171;. BorirtreauN Road
'Tomball, TX 77375 •
•••• • •.
tic'1►Plt: .... • •
Phis tie ):1 i:: being i::::ut d under the applicable rtrJts and regulations • • •
ulations rovernin g the use t•t •• ••••
T lie documentation submitted has been reviewed by the BCCO and accepted by tire Bui�ii! t; Code arttirktwoduct, ••
Review Committee to be used in Miami Dade County and other areas where allowed by the iluthority il x ng • •
Jurisdiction (A111).
• • •
This N01\ shall not be valid after the expiration dare stated below. The BCCO (ht Miami Dade County) and'or the
A1IJ (in ucas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this product or material tads to perform in the accepted manner, the manufacturer will incur
the expense ol'such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or
material within then juri:+dieti..:u. BCCO r'cserti'e:' the right to revoke this acceptance, if i' ;Is clot rrr i; ed by BCC°)
tt!at this proiucr or material fait:. to meet the requirements attic applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
?tote of the Florida Building Code.
DE,SCRIPTiON: Potypro4,: -03•Il t O
RF;Nh'` •ail, of this NOA shall be considered . after a renewal application has been tiled and there ha.5 been no
change in the applicable building code negatively afroctir g the performance of this product.
TERMINATION of this NOA to 1iI oc•:ur after the e• ;piration date or if there has been n revision or change in the
materials, use, "tncl; or fl1auufic.ture of the product or pr._ ce :. Mtisust.• of this NOA as an endorsement of any
product fo- sales, ac\ crrrsrng or ,uly other purposes shall aut..'uratrcally terminate this NV \. Failure to comply
with any sect :en of this NO.\ shah he cal. : ;t: fur termination and removal of NOA.
DVi';RTtsVmENT•: Ni),‘ ;':•ceded b. the word:; 1lianu -Dade Count. Florida. and followed by
the expiration date may be displayed in atl•.crtising literature If any portion of the Nt),\ is displayed, then it shall
he done in its cntircit"
INSPECTION: A copy of this entire ,Nt to shall he praavided to the user by the manufacturer distributors
mid 4h01 he available for inspc: tion at the job site at the rc ,nest of the Building Official.
.sin itl
(a,1'I, ,'
l he ilrl:nt :tletl I,`Cll!R'ti� !titan was
reviewed by J r,;c L. lceh;r
\O;A No : 11h-0201.62
t.'pir.ttiun I) :tit: 0, Iit II
pprt.tai Date: 114. 13,0b
1'.t�• i of 7
R()()F1'(, :!N!'rtt)vAI,:
t'ategory:
Ront7nc
Sub Category. P. ,,clhc., ,,:
l :t(c'rja1 '
Poi) at ctIlano
SCOPE:
•
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•
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• •
••• •
• •
This approves Poll pro: AIIIbfI as manufactured by I'trlvti►nnt Products, Inc. as �le,c i �t'J
.••. ..
of this Notice ot For the locations where the design pressure rcquireme s detc:rmitr�;•1•Iey •
of i�hc.ahIr building code, does not exceed the design pressure values obtained by c: lAa
compliance e tk ith Rooting Ahpli.atian Standard RAS 127, for taw with approved Y �,, awri$ns in high
profile root tiles system using Polypru.!z AH 160. Where the attachruent aleulatien. are d,�ne� �,���h •
moment based system for single patty placement, and a'; an uplift based system for qrublepatty syet',:Ttts
PRODUCTS MANUFACTURED BY APPLICANT:
Product Dimensions lions Test Product Description
f'vlyptuvi AiTlf;4 Spccr"" —fi�an ° "s
N/A TAS 101 Two component polyurethane .foam
adhesive
Dispensing Equipment
N''A Dispensing Equipment
S. • ••• •
••
Fc o an1pro??` ftTF1001)
ProPack'k`. 30 & 100
PRODUCTS MANtiF.t►CTURED BY OTHERS:
Any iMiatni.ftacle County Product Control Accepted Roof Tile Assembly having a current N0:\ which
hst moment resistance values with the use of Polypro AH16t) roof tile adhesive.
PIHYSiC'AL. PROPERTIES:
Pro erty
Density
( :ontpressive Strength
Tensile Strength
1' atcr .ib:; <arption
k'loisture Vapor Transmission
Dimensional Stability
t'l,,sr.d ( ell ('uc•or;t
Test
AS I'M 1) 1622
ASTbi I) 1621
ASTM D 1623
ASTM r) 2127
ASTJ I F 96
ASTM r)2126
AS04 t) : sc
Results
1.6 lbs., ti.'
I S PSI Parallel to rise
12 PSI Perpendicular to•rise
2S PSI Parallel to rise
0.05 l.hs. /Ft`
1 I Pena Inch
10.07% Volume Change ,a -40 F., 2 .seek :;
6.0••0 Volume Change a 158''1., 100'1'0
Humultiv, 2 necks
Sty ""
Vote: The phti sir al prnperties listed alwi e arc presented as t) pica! average values as determined
b) acce'pte'd AS -Il1 test wetlands and are subject to normal manufacturing variation.
NO 1 No.! ba- 0201.02
F:zpiration Date: 95'10, I I
1pin *' .si 1►:cfc. 441: 1:3'gb
l';cf:c 2 of 7
\ 11)1, \cu. SI'lr,l1.11�1);
7('q grr(•u�_
111.0:, I.;111;,;,11 N ies
Incr. ]);t isll,rl
l'::t111trif1 l.::Fg11.Ir)• 'F !.
Sui,1111 et,i R s.:r
�h ln:,t;'utr
I;rigincer'in
Celotrx i iltp. I rstir](= Slit ii.c :,
LI.1II"I':ATIONS:
)I);-;.,,,
t;l- 6743 -011
0 I -67_19• 0112611
7050.92.96-1
5",s;454-10.1
52(111')_1
3.10104_
57,0100,:./
52.0 %11') -6
5201,> 7
'(l., )1 -1
5-11109.)-1
irt' , i.ts:;ifii aticrl L; n,,l p:,r, Of this airt•j,;,11 t
r ltrn .•
•
.1 (..it �'ame'1 )° j • I '1t�t':-
I \S 10: • • •
1. Slt;i I)141•40•
:;S 1 1 ) 1 1 -9; • •
I:;: ,:.t.3
•••• •• • • `) IJ) 11 -1)( •••••• I1'li? y'�•, •
st, ] t) I ! -93 .....
• \S 1',11 1l 16'23
U? U1:!1i
• • •
• ••••
• •
• : \S1.11 I? 108 •••• I •: to 3444.3 ••.
• •
AS1 \I E ION ••
ll lti9a
AS 1\I E 8 01 /16/97
TAS 114 03A 4/96
T 1S 101 0) 23-)s
'l .1S 1 U 1 12.2S.'06
rAs 1(1! 03'0",'91)
R.:ti', i„ Ihc' Prejparc(1 ! of lily •A', 'm i :. for lire
2 Poll 111 "t;r \I II t,O �� ,
JUF1 5�`I'I\ tfsed ,4:0 fj,,t. I,r \1 tl ill;$i1 1:1t: )1",/gles
1. 11i:1inl nit (;rt(h:rla; 111rt,t sl)•11; i)t in ,uni1)lt,n i +t ith the Ii:0011:1 \ p )li tt;,,
i 1 � -: n 51,uu11tr,1 1( 1S 1 21t
-{. Pt'�,,I. i Il,' r11,tr'ILl,lit,1'1.,; .A'tIlli!I,',li�t'11r•;t]<,• r,
1, Poo(
nl. ,t�st '111' 1 I tl''t• 0 1.( 1',∎1:.Oit;`H AFil(,u
.111 t, I u ,ir, I roof a,lilt:;itc with
t.r,ltt ,� t,1 l '�;: 1y�
N, +,�• I.!! rll:rr r
1.r1r,; • •1n alt
ra ( lu , ,!(IL t, • i I t. r � ;,� Ih•' t,�r . t I; 1'�JI ti S I I( �. 1,, ,'
c1' It 1. It 1;i I 1ti It ;lt! t Ili( a,fh( :1',1' rtl;
tir,rl I I. I .1:• u1,,tltilt ,; ht t, l
F'
\■
'•.() \ \11 11( 0.'01.111
1' 11;11 a(i, n 1),11.: It 111 11
•Irr u'• a1 1)jtc: 0. 1 I tit')
1':1�, 1 of '
INS.I id.1..ki ION:
I. 1'..1,,ior" \N'() tav bo il.cti ill, ,ti•N ,(w.....1..,en:hh n:,, ia: a ctirr,:nt \( ) \ that lt:,t : tip;in
,..-'' •I:i;1,,. ..:in,...• .,‘ itlt iht :!,,,
1 l',,I,, pl,,F \dili,,t.
• •
2 l',,,...1:..,.:, \;11,,,,' ,1,:1; k• •'j,,1 „fit ,,,, 1,; I, ,• %,,itt! ihc ( „idj,,,,:kr,1 \,p1,10,0,...1...,..:1,11 iltid tiR.
..
rt-...,f),,c,,,ha.: Pla,..ericii, I ).:141j, ill'it 4i nlielii. HIC l'A)t)j.tdc ",,/;1011)1),I: .,> :IdileS)iNt Intli. ilntet4stib% •
71,,' UM: ■'frol.p■i!tt. Al 11 em) Vall Ft , -, hit ..titI;(..etli ;itt,1.-1iniont rk;:ktaticc, e.Kpr4...'le,t:iN all ilirillt
• •
!):::;eJ ,■.stcrli to meet or exce,t1 the uplii.: rcsiAahce determined in complianctilr nrINliami•Daltl.:
• •
Coutl.Y Roofing Application Standards RAS 127. The adhesive attaAmont itierii!.,.ni,tt..d ito.:tic.1.41nr
••••
ti!4.3 a:,..,ernbly \OA
• •
••••
3- Pol:Tri" •\14 I ft() r oof tie adhes: VC and it:, eomponent:, shall he installed in acafNtittpet...v,',41.,:,
•
Roolutt! Application Siaa,J.tal R.\ 1:0 and Polyloarn Products, Inc. Polyprojt,A141,o0 Operating •
•
•
Inshic'ion inal Nlailiteriant:e Booklet. •
• • • ••••
•
4. Int!allat ion must be by a Faetort. Trained 'Chudiged l(pplicator' approved and iicernied b‘ P.okitilun • •
Prod.nns, Int,. Polylisim Products hie. shall supply it 11s1 °Cap/At-oven eo ttt l .•
• • 11:1‘ Mg lt ishtin. •
5. Calibration (Wale Foampro.k. dispensing equipment is required before application of an) adhesive.
The mix ratio between the 'A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense tinter shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at .ealihration. No other Seltifiits Nhilll bt: approved.
0. Polyprok, 1.1-i100 shall be applied with loampro wry] 000 or ProPackw, 30 & 100 dispensii4;
cquipment only.
7. Poi:, pro .1.11100 ;hall not he exposed permanently to sunlight.
8. Tiles must be adhered in fresh!) applied adhesive. Tile must he set within 2 to 3 minutes after
Polypra.k. A/1160 has been dispensed.
q. P.'llyprO 14: Ail I (JO placc,nenr, and :ninirnuni patty weight shall he in ;Accordance with the 'Placement
Detaik' herein. Faelt i:cnorie t Pc profile requires the specific placement noted herein.
. .•....•••_.•..... ....._
••.• .....•____ .•.. _.._ ._......_•___.• ............. • __.......... ...... _ ....._ •••......•..... _______________.
Table I: .kdbesi've Placement For Each Generic 'Ilk Profile
______________•___________ . _ _ . .
11 _
tie Profile Plaectnent 1 Single Padd) Two Paddy Weight i
Detail Weight Nlin. j per paddy Thu.
(grams) L (grams),_____
l_Flat. Low, Pip.11 Protilc: : 1 35
_ ._.._
II itylt Protile (2 Piece At 1 ....._ ......____..
1 11 side Ott cap and
F
34. pan
_____ ••________....._•........._ _. ••._
Flat. . Loa . Iligh Profiles 14
N A
... ... ...
1.11.1i. I ow. lliAlt Plotticc ; ,
■ 8
..... .... . _
". I i (q) listed hem cin.
•
I .ti \( \ill 14h.(,)1
!-t ittrItt-ahlt• ■„1"11,.71- tc pr.
'( )1 \.,.• Olt 0?(1!
t)311 OS. 10
1);ilt . 01 1.t (I,
P,t2e•1 (if
Amir.:1‘ v P .Nri,"Afr.%,A• Virr \fl. I
1).11T1
•
'` •
• "
• • • ••
•••
5.
s■f.
N.• ;:SC
N.‘‘X „„•••
Errs VMS. oar
Ept C4stri , • nE-000414,,,,fg app.u.x.
•••• 4% up from 4,,acitv16
N. • ....:::..„--,:..., ,...,
:1 rum c.!...ots up SiVO IfrPrr.. !PAC.' ,IC,he:af, 12 h.\,
i c .
jr 1 A From r 1 Is h14 ,...** 41 cover Lto -1%1
thwitmt,,,:1:,, t40,
- • ''',..,,‘:■ 7"----'`h•- ''''
Ihr,e,:apm•11 .._,..',"./ n‘,---,....^,-.
.........;.*--
" \ s'...': • . :s, -•:.4.,,,,, ',..,. . f' •,.. --■:\
..... • • ••.1,- \ „,,,,,, .,/;•>'''' ,„:
'....s;'..; Ifj., •.., .,./ ,...,_
''''''S,''' t'.:C^C'S' - \:‘,......,,,,,‘‘......, • ..• ••• X;.' .,..,%'''''.1 !
,S i... ,..,...›., >,•'''''''' Ni,,
I -C6 C••:',:::44.- \,,,
} }, • .... ' -4 , *"..\ c- .7,-.*::
r•-• ,. .*.'",,. .
c- , ' '4..-••■ -'
' " 1'-..._, c\ • ,,,,:', s's.',.:'''„ --.-..-..::::>1 ..,'
, ..
c,--,''' ''''. ''''''s:`,.,‘::: "'-"'■ y/".4.,;";r•‘" - --"' ....". ,77../"' ,
'....''. k-,,,,, - ,,-- •-.' -. ..., - , ....---- .."' .) . .
'..,e'....,..:, Cs,....`s, -')C. 'CS, • :;'%:' .,,' '''
.....• 2f:I'k'sZ.,-",,,:,\ \:,<,,_.,,,:.___..--;F:73•:::4':`, \ 6:::-;:..„. \j,..:<•'.1" l'...!:,:,:::.<:.--.71.1:C:,:'''''i '''\,'-...'\'4;:-.' ,''''''' '.... ' :...;::::::'
,,,,..:_...•7. • )1,..,:-.., ./ r -
"':,- '• ''',... ,7:0... ' .. A.- — fl°0°. :,' .0,0 0 „. . . .
RellaieN ' ''',7‘...._ e■ .. , ,1 ''' _..,..„....''..:::'.
1 un 4•:!.pi •,St.
4.,...0 4.1`,? ii. ?irr„.4. ■ ti, ,„,Sy ••.'",•-_-_,.. •• " .,.......
, • ,,. - Fitc,,i .„ ../ „••... ,,- •^) --•.7,2, ,.., , '
Gtotther°11,;vne''' -...:...7.\'',.:--f:',•••-'4:.` 4..... \ •••••"...-''-' ' ..
•-___—___....—.....:-......„.......,..".
"„•• ' ., •••::
coursa covor titp -N. ':,--.7'.•,,,.* • ,. L''...'-';--.. '--"..
pttlirenscrld:rc,!;.We'''-N.If I.; .,, .:.72'ed',-,...,.-. sz., ‘..-- - -.....- - -;--C.--
• ' ' ,.. .
P41 rad tem kir 1 if} .' ..."‘• - .k...'..Z...`,-....'.--.
rush at e .w.. stia! - ' / '''-- '''''[,',...:
1.0, ,,,-, .••• vi,..,-t,.;t, ' s., i ka ii, 1 1
,: : tor v.,17,4;. • ‘,.)r I
• •
h ill I,Iro...); .• ..• . ,,,,. ,,, , . ,
• • •
• • P Itt,,,!,.- ,,q. i•e• • •
ire • • •
-,1•4:el,' , a ., J.
•
' • •
el••to/S• e•sio
osoilLmo • • •
• • •
--, ••••. ••• • • •
• - Ilt• • • • • •
•
•
.11'16'7
4, a .• • Vitcohoy
Ex.: cool* A.
4,(4 Er" C'eAue
4 tn. Jp fuha hcaphoils „
Kte,,:,dh*Lie..1;4
,„ tr:p t414
I) Place .r..mogil aChtn 1? lu 23 Op""
sq, te stfqtp p teh '1 :■1 throqh p1,111t qgt t
','....-",:.'N
Opi-•31.4
ilea(
,7f
0e401: 1101
14) 1 \ tI.. ft:it f 0
N1111161111 /).101 (/': Ili
kppi.1)% if Da (4 • I t Ito
S It
• •
• •
•
• •
• •
• •
v Pi krt:Nts NUI)VT.111 2
SING, 12 1).1 1 11
Nati throufltipiastk cement (
Paddy f3tne.tti Tau)
j
N....,
•-...
--,,.....,
%-,..
..,..,,,,,.. ‘--..-.....„...,.....:,s s, • ,, /
., --.. .-...,
--.,. N.N.- r• „7-,1
. ,
. -. ,I.s. , -.. - ..„..... 4:=7- - - • -,1:-. J. -
-,.-.-,
'....-:.
• • •
• • •
• 0 •
• • • •
•
• • • •
•••13t,pidoe
No.: 0('-0201.1P
yiratiou ()ate 0; fj .1 I
p col%
at 1);ite. 0 Ij Oh
Page 4 of 7
ttlreit cement
( /
le 3 in
3 in.
,
Single faddy on
under-
rayme
(-)
(h4tween
Padd)
Ni, (uttdor lilo)
c'' ) -'I
',..---
,..--' .. N
tinier tlie.,..,- •., --::;-;',", i
• 2 in. >. , f'.r".- 4 in.
\ /
N. •
• kNN
ng,0 paid.
on fop of t.'.
i pi 4( 1, ‘11,"\ 1' 1)1, 1 01,3
81.;* Peru\
Eave cot.rse
2:n X1 in. tueli4in
size paidyeave
";.,;//•"- --Fascta course cnly
Nail through plastic cement
5 ^.. ".■ N "
_ .--- ::-, N
-.,
,%, ..N
',, ,. ,7--t--
if ''''
-.Nt•':.i/"--<:,,, '
)
• •
• • •
• • •
• • •
•
InS.41:11:::411
Nail tfit.)tti olstic ce.nrent ,--- -- -- • .4nagroprvidy . de ire
• •
'N.
1.nde('.1rItait \ INN
1
,..2_:::<•■•,•• • • S;.10.- ir.liql?2,.:4441771.nefoiliewni::::. 41.:
• ......c, • ••
woe paddy eare • •
t'''' -,-- • 4'--ss.ss' • ./•'-,
, '-„. • • • • .■ •Mle crify • • •
• •
., -',...,,,„ "-s- N-,..11.9iie,„%- s,
N ---",•-•,.., •
co
..,, .....sk.„ .4.--14 .
,..:-...N . /• 0,0,‘• •
0 1.,
s, , r ...4. . . / • • • iiiN : • • • •
‘'N'•:,,--. c,N •• ••••••
•
• •
• •
•
in. x 3 in. • •
4 in. N
Single
paddy on
under. IN
layrnent
• •
• •
N‘
• •
re;. .>.
09i1111 etola:?if ifie N.N.N:\ ;K.'. / '...1",..:''
7 ,.>‹, ...,' ‘*
ure ---,....„;„,- ....:—T5,--,.., - ,,' 'litpoo!e •
4\0 Cotne ,.•
Ott:if:4e
, Ewe t;losure
Sing:el:al/Cy
Single paddy
e
C;:1 in. x 3 in. _lin.
S■rp2.e paddy
on tiderkiyment/ 4,2 in..
/
'i" Ns'•
•
S.ngir padcty
• " Eave C'05141P
on top of Me „
i•
• 2 in. I 1 in. mediLm
= sire paddy eas. course only
between tile
Fir:. '710 rse
END Of 1 SA: CUTTA \CF:
t 1.0. • H414201.0/
1,N pit alitlit nate: 05' Itt II
%ppulk% al 1),itt 14 I 'ftc.■
l'agt. 7 frt 7
•
MIAMFDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Monier Lifetile, LL('
135 NW 20th Street
Boca Raton, FL 33431
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MiAMi, FLORIDA 33134 -1563
t305) 375-2901 FAX 1305) 375 -2908
• • •
• • • •
•• • •••• •
•
••••
SCOPE: •
•
This NOA is being issued under the applicable niles and regulations governing the use of ylliys),ructtonviiatcLials.
I he documentation submitted has )(ten reviewed br Miami -Dade County Product Jul ,i!iitOcd
he tto: ;rd ,,t Rules, and appeals till Alimni [ )adc ('�n.nt� .tr.�l other! :ia .•h,r.t. all (.vi..bhr
the ,Wuthorir. I laving Jurisdiction (AHJ). •• •• ••••
• •
• •
• •
•
•
This NOA shall not he valid after the expiration date stated below. The Miami -Dade Couftty Pro •
duct C�srttikth •
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) ree,nv the tilt! to
have this product or material tested for quality assurance purposes. If this product or material fails to prVo.-rntlin
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 Iligh Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Flat Shake & Slate, Sierra Shake'T & Super ShakeT", and Colonial Slate & Shingle
Blend 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 he provided to the user by the manufacturer or its distributors
and shall he 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 Frank Zuloaga, RRC
NOA No.: 02- 1205.06
Expiration Date: 12/16/07
Approval Date: 01/02/93
Page 1 of 7
•
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub- Category:
Material:
1. SCOPE
Flat Profile Roofing Tiles
('oncrete
• •
• • •
• ••
This renews a system using Monier I.itetile-Flat Shake & Slate, Sierra ShakeTM& Super Sh +site ,•
and Colonial Slate & Shingle Blend Concrete Roof' file, as manufactured Monier%i Thile I If",itt9
described in Section 2 of this ••• • rc
Notice of Acceptance. For locations w•�iere l�ressu••• • the
•• •
requirements, as determined by applicable Building ('ode does not exceed RU•drsign pe ss r .
'alues obtained by calculations in compliance with R \S 127 using the valu44,1,1444 in •;ecti,iiiiiit.
herein The .itta, hmcnr be done amor ion' Irr;ed system- •••••• •
••••
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Monier Lifetile LLC
Flat Shake and Slate
"Tile
Monier Lifetile LLC
Sierra Shake" Tile &
Super Shake n" Tile
Monier Lifetile LLC.
Colonial Slate &
Shingle Blend Tile
Trim Pieces
Test
Dimensions Specifications
1 16'Y1"
w - 13"
I" thick
I -- 17"
w = 12 lis"
1" thick
l 17"
w - 12 iig"
1" thick
1- varies
w - varies
varying thickness
PA 112
PA 112
PA 112
PA 112
2.1 SUBMITTED EVIDENCE:
Test Agency Test Identifier
Redland Technologies
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
7161 -03
Appendix III
94 -084
94-060A
• • •
•
• • ••••
• •
• • ••••
• • •
Product• •
Description
••• •
••
Flat, interlocking, high pressure extruded
concrete shake and slate roof tile equipped
with two nail holes. For direct deck or
battened nail -on, mortar or adhesive set
applications.
Flat, interlocking, high pressure extruded,
concrete shake roof tile, with a textured top
face, equipped with two nail holes. For direct
deck or battened nail -on, mortar or adhesive
set applications.
Flat, interlocking, high pressure extruded,
concrete roof tile equipped with two nail
holes. For direct deck or battened nail -on,
mortar or adhesive set applications.
Accessory trim, concrete roof pieces for use
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
Test Name/Report Date
Static Uplift Testing Dec. 1991
PA 102 & PA 102(A)
Static Uplift Testing May 1994
PA 101 (Mortar Set)
Static Uplift Testing March, 1994
PA 101 (Adhesive Set)
NOA No.: 02- 1205.06
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 2 of 7
The Center for Applied
Engineering, Inc.
The ('enter for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The ('enter for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
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.
Professional Service
Industries, Inc.
Celotex Corporation Testing
Service
Celotex Corporation Testing
Service
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
25- 7094 -2
7094 -8
- 7094 -5
25- 7183 -6
.25-7183-5
25- 7214 -1
25- 7214 -5
7161 -03
Appendix II
l .otter Dated Aug. 1, 1994
P0631 -01
P0402
Project No. 307025
Test #MDC -77
R1.894
R2.894
R3.894
224 -47099
520109 -1
520111 -4
520191 -1
Calculations
Evaluation Calculations
Evaluation Calculations
Static Uplift Testing
PA 102
(4" Headlap, Nails, Direct Deck,
New Construction)
Static Uplift Testing
PA 102
(4" lleadlap, Nails, Battens)
Static Uplift Testing :
PA 102
Oct. 1994
Oct 1994
• ■
•Oct. 111"41•••
••
•• •
(4" Ileadlap, Nails, Direct Deft! • •
Recover/Reroof)
Static Uplift Testing
PA 102
••••
• �I eh
(2 Quik -Drive Screws, Direst••••
Deck)
Static Uplift Testing
PA 102
•••••
• •. ••
•
•
14�a •
• ••
••••
•
••••
• •l •
ch 19t111••
• •
••••
••• •
March, 1995"
• •
• • •
(2 Quik -Drive Screws, Battens] •
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Direct
Deck)
Static Uplift Testing
PA 102
(1 Quik -Drive Screw, Battens)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Nail -On)
Wind Tunnel Testing
PA 108 (Mortar Set)
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Wind Driven Rain
PA 100
Physical Properties
PA 112
Physical Properties
PA 112
Static Uplift Testing
PA 101
Static Uplift Testing
PA 101
Aerodynamic Multiplier
25 -7094
25 -7496
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Sept. 1994
Dec. 1998
March 1999
March 1999
February 1996
April 1996
:VOA No.: 02- 1205.06
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 3 of 7
Walker Engineering, Inc. Evaluation Calculations
Walker Engineering, Inc.
Walker Engineering, Inc.
Walker Engineering, Inc.
3. LIMITATIONS
1valuation Calculations
Evaluation Calculations
Calculations
25 -7584 December
25- 7804b -8 1996
25- 7804 -4 & 5
25- 7848 -6
25 -7183 March 1995
Aerodynamic Multipliers April 1909
Iwo Pat. Adhest'.c Set System April 1909
• •
• • •
•• •
• •
•
•
••.. •
• • •
••••
•
3.1 Fire classification is not pact of this acceptance • • •
• •
3.2 For mortar or adhesive set tile applications. a statrc field uplift test sleal!T�e•pr'rtoranc•l ti
•••• • ••
accordance with RAS 106. • •
••••
Applicant shalt i eta at the seri, ice. u! i Athim, Rider ',ii Ili ', t crtinuid I •t,i,":„ 01'i 4itiLirt.
,;uartcrly tee' in accordance with I- •\S 111, append] \ .\ ti.icTh 'c tintt •Ir•ltbo •o:`' i r'tc4 (i,
the Building ('ode Compliance Office for review • • ••••
• 3.4 Minimum underlaymcnt shall he in compliance with the applicable I{ootjttg• Applicatit6tis
Standards listed section 4.1 herein. •• • •• • •
•
• •
•
3.5 30/90 hot mopped underlayrnent applications may be installed perpendicular to the roof slor)tt
unless stated otherwise by the underlayment material manufacturers published literature.
3.6 Phis acceptance is for wood deck applications. Minimum deck requirements shall he in
compliance with applicable building code.
4. INSTALLATION .
4.1 Monier Lifetile Flat Shake & Slate, Sierra Shaken" & Super Shaker", and Colonial Slate &
Shingle Blend Concrete Roof Tile and its components shall he installed in strict compliance
with Roofing Application Standard RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (lbf)
Length -I (ft)
1.38
Width -w (ft)
1.08
Monier Lifetile Shake & Slate, Tile
10.8
Monier Lifetile Sierra ShakeTM' &
Super ShakeTM, and Colonial Slate
& Shingle Blend Tile
11.1
1.42
1.03
Table 2: Aerodynamic Multipliers - ). Lift'
Tile (ft3) Jl (ft3)
Profile Batten • • lication Direct Deck Application
Monier Lifetile Shake & Slate, Sierra ShakeTM' & 0.267 0.289
Super ShakeTM, and Colonial Slate & Shingle Blend
Tile
NOA No.: 02- 1205.06
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 4 of 7
Table 3: Restoring_Moments due to Gravity - Majft-lbfb
Tile l 3 ":12" 4 ":12" 5 ":12" 6 ":12"
Profile
Monier Lifetile Shake & Slate, *:BattensrDirect Battens • Direct Battens? Direct Battens
D eck
7.52
Sierra Shaker"' & Super L_____
Shake , and Colonial Slate 6 -57
& Shingle Blend Tile
Table 4:
Tile
Profile
Monier Lifetile
Shake & Slate,
Sierra Shaken" &
Super Shaker",
and Colonial Slate
& Shingle Blend
Tile
i Deck Deck
6.47 ' 7 43 6 -33 i 7.27 6 17
Direct
Deck
709
1
7 ":12" or
greater
Battens' Direct
Deck
0;)U ' 690
. •
• • •
• • •
• • • -• -� • •- -
Attachment Resistance Expressed as a Moment - M•41,114) •••.••
for Nail -On Systems
Fastener Type 1 Direct Deck 1 DirectSMCIt.
(min 15/32" plywood)
2 -10d Ring Shank Nails
1 -10d Smooth or Screw
Shank Nail
2 -10d Smooth or Screw
Shank Nails
30.9
7.3
14.0
1 #8 Screw 30.8
2 #8 Screw 51.7
1 -10d Smooth or Screw 24.3
Shank Nail (Field Clip)
1 -10d Smooth or Screw 19.0
Shank Nail Eave Cli
2 -10d Smooth or Screw 35.5
Shank Nails (Field Clipj
2 -10d Smooth or Screw 31 9
Shank Nails (Eave Clip)
2 -10d Ring Shank Nails' I 50.3
(min. 151/ ?2'
•
••• •
plywggd • •
38.1 • •
e
• •
• • •
18.x'- •
rt
30.8
51.7
24.3
•
B *t't n
•••• ,
•
••••
.4g.•
19.0
35.5
31.9
65.5
1 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile.
••••
.4. •
18.2
24 4
24.2
22.1
34.8
---1
32.2
I 48.3
Table 5: Attachment Resistance Expressed as a Moment Mt (ft-lbf)
for Two Pa Adhes've Set S stems
Tile Profile Tile Application
Monier Lifetile Shake & Slate, Sierra Shaken" & Super Adhesive
Shake'n", and Colonial Slate & Shingle Blend Tile
Minimum Attachment
Resistance
31.33
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 13.9 grams.
Polyfoam Product Inc. Average weight rpatty Qgrams_
NOA No.: 02- 1205.06
Expiration Date: 12/16/07
Approval Date: 01,02/03
Page 5 of 7
•
•
•
•
• •
•••••
• •
•
•
•
•
Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-lbf)
for Single Patty Adhesive Set Systems
Tile Profile Tile Application
Monier Lifetile Shake & Slate, Sierra Shake'"" PolyPro
& Super Shake"", and Colonial Slate & Poly Pro TV
Shingle Blend Tile
4 Largepaddy placement of 45 grams of PolyPro ".
15 Medium paddy placement of 24drams of Po> yPro TM'
Minimum Attachment
Resistance
11894
40.4'
• •
••. •
• •
••••• •
• •••..•
•
•••• •
• Al' •
••••
•
Table 5B: Attachment Resistance Expressed as a Moment - Mttft'lbi) • 1
for Mortar or Adhesive Set Systems • • • •
y •l
- - -. - —r- ••
Tile Ati4ctiment ••••
Application 414sis'tance.. :.
Mortar Set •••.4�9 •
• • • ••••
• • ••••
• • •
Tile
Profile
Monier Lifetile Shake & Slate, Sierra Shake"'
& Super Shaken', and Colonial Slate & Shingle
Blend Tile
6 Tile -rite Roof Tile Mortar.
• •
•• • •• • •
• •
••
5. 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 ".
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.
PROFILE DRAWINGS
NOA No.: 02- 1205.06
Expiration Date: 12/16/07
Approval Date: 01102/03
Page 6 of 7
• •
••••••
• •
•.•.•
•
•
•
••••••
• •
MONIER LIFETILE SHAKE & SLATE CONCRETE ROOF TILE
WOO
•
•
11' = / • • •
, 11�e' •••• •• • • •
.4111 :ie.:,
,, • • •
•• •• ••••
• • • • ••
•
• • •••• •
• •
• ••• • • •
MONIER LIFETILE SIERRA SHAKE & SUPER SHAKE CONCRETE ROOF TILE
MONIER LIFETILE COLONIAL SLATE & SHINGLE BLEND CONCRETE ROOF TILE
END OF THIS ACCEPTANCE
NOA No.: 02- 1205.06
Expiration Date: 12/16/07
Approval Date: 01/02/03
Page 7 of 7