RF-08-371Kiff
. Miami Shores Village
Building Department
P.:q mss'
W-:, 0 2
BY: 1--
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING Permit No. kmf OK'' al 1
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building
Owner's Name (Fee Simple Titleholder)
Owner's Address 9 9 ( ,2. g S "-
Phone # ScS Sl'S / /
City4%i evi 1 State
Tenant/Lessee Name ii/- 32- a 6 -_ e 3 r- ° ®� ° Phone #
Job Address (where the work is being done) 9 9 9 t' , e • 9 4 '
City Miami Shores Village County Miami -Dade Zip `?3i
FOLIO / PARCEL # 9 (e•` 3% e) c'- 03 (--- 0' 0 % a
Is Building Historically Designated YES NO
Contractor's Company Name c 'tee N OC{1l 1
Contractor's Address 19 Q 8s, U F_ 9 4
City P'l i oirki. / ore 5 State
Qualifier Name Jo fits p. a..9-,,,Lzai State Certificate or Registration Noe O/ ._o( Certificate of Competency No. OD) 6 -4/
Phone # %S 2r
Zip 33/38
Phone # 3P3 7,/- X I.2
Architect/Engineer's Name (if applicable) / Phone #
Value of Work For this Permit $ 690
Type of Work: ['Addition
I
Describe Work: f' L 1 dAs�l_1, •
g�
t �' •., i ,,I+' - •ter .F f .l /liz
Square / Linear Footage Of Work:
['Alteration DNew
JO 0
Repair/Replace
❑ Demolition
* * * * * * * **
Submittal Fee $
Notary $
Scanning $ ILO)
Bond $
*** **•x******a:************ * Fees ** * * *** **** * * *** ***:x********* ** ***** ** *:x****
Permit Fee $ 3 or)
Training/Education Fee $ 4 • r Technology Fee $ 751)
CCF $ /4-0 CO /CC
Structural Review. $
Radon $
DPBR $
Zoning $
Code Enforcem ;; ,j 1Qp�l�le Fee $
tal Fee Now Due $ 3Y • 70
Kr `1 1 21103 See Reverse side -*
cJ " -c l
p.
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In t/ absence of such posted notice, the
inspection will not be a oved and a reinspection fee will be charged.
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this Li
day of Ai' �'-; _. , , 20 obi , by 4- Ad,r (Al z
who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
NOTA.K r Li . :. 0i- .0 ORIDA
S r'1-1A D. HART
COM „ioN DD403808
D RES:. APRIL 02, 2009
* * * * * * * * * * * * * * * * * * * * * * * * *..,: >< g ? ai * * * * * **
My Commission Expires:
Signatur
Contractor
The fo :oing instrument was acknowledged before me this
day of Ill ,2 ,,by„ y: opp ,
who is -� sonally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
APPLICATION APPROVED BY:
(Revised 07/10/07)
Sign:
Print:
My Commission Expires:
Nay PUBUCA LATE OF FLORIDA
SAN RA D. HART
DD40380
E7P1R.S: 21,IL 0 ?➢ 2009 9
Plans Examiner
Engineer
Zoning
OWNER'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PURSUANT TO SECTION 553.844 F.S.
To: Miami -Dade County Building Department
11805 Coral Way, Suite 111
Miami, FL 33175
Re: Owner's Name
Property Address
Roofmg Permit Number
Dear Building Official:
I
Pe 4-) ede4 7� 3 certify that I am not required d to retrofit the roof to wall
connections of my building because:
Z. The just valuation for the structure for purposes of ad valorem taxation in less than $300,000.00.
❑ The building was constructed in compliance with the provisions of the Florida Building Code
(FBC) or with the provisions of the 1994 edition of the South Florida Building Code (1994
SFBC).
Signature of Prope 0 r
Jareiib Qu'`--NC'z
Print Name
STATE OF FLORIDA COUNTY OF MIAMI -DADE
Sworn to and subscribed before me this 4
day of M areA
(SEAL)
Olt
Personally known
or Produced Identification
, 20 05 ,
NOTARY PUBLIC -SLATE OF FLORIDA
SA'r?, 1 D, HART
cov�L iod = DD403808
EXPIRES: APRIL 02, 2009
Baia ed Then Atlantic Banding Co., Inc.
When the just valuation of the structure for purposes of ad valorem taxation is equal to or more than
$300,000.00, and the building was not constructed in compliance with the FBC nor with 1994 SFBC,
and affidavit of Roof to Wall Connection Hurricane Mitigation Retrofit must be provided.
CA/la.. rtn..% and Seuingstaz I \ My cu entstSlatia6csCueplis_noofhtg Affidavit Compliamaa92607F1llabladac
OTWCE OF COMMENCEMENT
iiECt71-106.13 COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
i='� i=iR1I1 I`.JO....
OF FLORIDA:
COON CY OF IVIIAIVII -DADS:
oe
TAX� FOLIO NO..._._._.. _._......
•
UNNDE :RSIGNED hereby gives notice that improvements will be made to certain real
•
;.,, )perty.:.0 Id it i accordance with Chapter 713, Florida Statutes, the follovvii rg information
provided in this Notice of Commencement.
Legal description of property and street /address: ___
f
2. Description of improvement:
3. Owner(s) name and address:
Interest in property:
'��,, i
m
e 3
IV C
es 33I 323
I IIIIII hIIll IN IIII IIIII IIIII IIIIilli
CFN 2008RO -1 3439 4
OR I?l, 26250 Ps 13221 0.139
RECORDED 03/06/2008-10:15g05
HARVEY RUVIN, CLERK OF COURT
MIAMI -DADE COUNTY FLORIDA
LAST PAGE
Name and address of fee simple titleholder:
4. Contractor's name and address:
1 1v / PQ.t .� A /pi
5. Surety: (Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
4n"- A / 33 /.36°
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. III addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
v
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date specified)
Signature of Owner
Print Owner's Name
Sworn to and subscribed before me this
Notary Public
Print Notary's Name _--:- .ru irikjf .. (./ . -
my commission expires: -NOTARY-121014C-STATE OF ROMA-
1,:... ,,,, , SAVDR.A D. HART
COSfbi,s = DD403808
EXPIRES: APRIL 02, 2009
ed Thra Atlantic Bonding Ca, Inc,
Addre
3 �� 2/
STATE OF FLORIDA, COUNTY OF D ADE
HEREI Y CERTIFY eha, this rs 3 f
�gina' filadrn c of the
rs'o�Ytca o
of
/iii A C Z®
Fo f Off ,
cral Seal
. of Cr uita.a,y County Courts
t Id-
D.C.
VITNESS my h
IARVEY RUVI
3y
HIGH-VELOCITY. HURRICANE ZONES
Ftoflda BuIldIna bac) Edition 261)4
Iiiph A/04y Wink:Ana:4ns Urilfam ()trait APPII*Art romi.
06.etion..A4Goneratinfprotationl,
NIA-Oar .
Co ntractbes Namti
Ei AsphAIq
Shingtes
.0 New .Roof
Li MotitatotaiisktotetiotOrile
Metal PanaUShlngles
croip,qmiiiiiiio: • 's • 4.0
apoFl
.4,41 Ottarl:AilheSIVO..$#ente „ •
yy.0.01..ci::$.10410.1.8.4a100
• • • • •
• • •
• • • •
•
•
• • • • • • •• • • •
•
• ••• • • ••
Rertiatit .0..ltiadO.VdrittO. 0 ROPair El 441Affigthoo.• :'
ROOF:8*VMM INFORMATION
• •
• • •
•
•
• • ▪ • • • •
RaittAreti *OS) $0e.p..:§1§1*1-Riied:F0.44 (FY TO:fAISR. • • • • • •
• • •
.
• •
•• •
,t4 •
.section,-..8-:(Ro.of Pion)
Sketch Rciof.--,PIgki;.: Itluotrate..alf 'wok -and geOtionsi Tool- drams, scuppers, 0041*
.sam0p,r.p and Isix0.141010.% 4rairts: InciticIe ClimensiprIA of s*OtICI..0 .P..,.Id te).;:ft* ..0I44.Y:
lifentIfk..difflOyie10114.0f elevated pressure zones and locanarl.:Kifr4raPft,t9.,
....4. .. ....;...i...1_,..,. 1...4.... ...1,...L7`
i
e : i 1-\ ., .i. • f .
,. .., - ..: t , ., • r 1.—.
. i i • r i'l st
. 1 1 .,. 1 4.4.3....L..t....a..t..,11.4...,
t+.3,,L14.4.44 •t i I , •
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,
.1111,M11111P470
SUBJECT TO COMPUANC1 TH ALL D RAL
STATE AND COUNTY RULES AND REGULATIONS
1
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HIGH-VELOCITY HURRICANE ZONES
r.
Ala
•
SECTION R4402.14
HIGH-VELOCITY HURRICANE ZONES — UNIFORM PERMIT APPLICATION
APPROVED BY
ZOL!ING DEPT
BLDG DEPT
.7, V
,Florida• Built:tin • Code ion
-Edit:204
Alitat Vela*. HurtIcarpa-Zone Vpitarrn .F.I.erniRAppticatibrf.Form.
DATE
SUBJECT TO COMPLIANC' WI Ehl ALL DA' PU
STATE AND COUNTY RULES AND REG ULAtQUI
INSTRUCTION PAGE
ETE THE NECESSARY SECTKYNS OF
UNIFORIVI ROOFING PERMIT
ATION. FORM AND ATTACH THE
D DOCUMENTS AS NOTED BELOW:
• • • •
• •
•
•
•
• •
Roof System
Required Seations:ofthe
Permit Amilidagoo ;Form
A,B:sfq
AttedhmerttaiRdqUirell• ,
See ,Ustinrol# ' • •
1,2;3AA#4, • • • • '
•••• • • .
• • ,,
.
, 'S .,4iip. oetIon
escrptive WIRRAS.160
, .
Design Calculations per Section R4403, or If Applicable, RAS 127 or
RAS 128
--.. . .•.
• •
• • •
• • • • •
phatic 'IShingiee
A,RA
• • ••
ii2-,446A,;7. •••• .
• •
• • . • • •
i CleYfiii0
,,_,
A,B,iliE
12.;.1.44,#,7.,•„ .• • •
• • • • •
Metal of
'AAP
• •
i: ' ,. i7 • • ,
Wood Shirigles•aid
Shakes
A,B,D.
1,744,6,6,7
Other
As •Applioebte
2,1i4;640y7
ATTA:CHM
•
,
_____ _____..
FtreDirectory Listing : e
..
FrOm,FirodootApprova
:Front-Pege
toeoifise4yotero. Description
$pecificaysetem..LirnitatiOns
Generat:Umitetions
Applicable Detail Drawings
.3.
, .
Design Calculations per Section R4403, or If Applicable, RAS 127 or
RAS 128
4
Other :spoinporient Product iNptov415
S.
Mt i;iPtPermIt Arplica rt
6.:
• OiNnere:Notifieetion fog Roofing '6Onel •' r • One (Reroofing 414.01
,An.y, Reettiked :Roof TestintgefooletiOR.Poournentation
7..
FLORIDA BUILDING COOE — RESIDENTIAL
•
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•
•
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•
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•
•___•
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•
•
44.19
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 04/15/2008
Inspector: Rodriguez, Jorge
Owner: MARTINEZ, AURELIO PEDRO
Job Address: 999 94 Street NE
Miami Shores Village, FL
APR 1 5
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 1132060350010
Lot:
Phone: 305 - 757 -2612
Building Department Comments
re -roof install tile roof system with hanson hacienda color
through
Passed
Inspector Comments
CC ®/ 5 -® P
I
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Tuesday, April 15, 2008
Page 1 of 2
ELE0
FLORIDA INTERNATIONAL
ENGINEERING & TESTING LAB
INSIGHT•I N NOVATION• INTEGRATION
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
1191
tt '' SITE SPECIFIC INFORMATION
Owner's Name: M F- i 1 Z Permit # �� 3 0 1)-:34' 1
Job Address: 61 141 ', 4- • `I , , J41 , t 4 90511
Roofing Con . ctor: _ Ot-
Type of Tile: Date Installed
Approximate Roof Height: (Z feet L a q2,
Type of Access to Roof: Scaffolds / Ladder "' Other
Approximate Square Footage of Roof: 21 0, V ft2
Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument
Date: 4 ,-08
TEST RESULTS
P = PASS, F = FAIL
1
26
27
51
52
76
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
38
61
86
12
37
82
13
38
83
87
88
14
39
64
89
15
40
65
90
18
41
88
91
17
42
67
92
18
43
68
93
19
44
68
94
20
45
70
95
21
46
71
98
22
47
72
97
23
48
73
98
49
74
99
25
/-
50
75
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
RESPECTFULLY SUBMITTED BY:
VoV i
Vinayagar M. Balakrlshnan V. P. E. Ucc# 63107
Miami -Dade Lab Certification # 07- 0612.11
State of FL Certificate of Authorization # 27273
I
YT;
Sketch of Roof
Job"
Shed Number
Corti-actor
Checked Eiy
1111###/##11111111111##111#111#111#•i1##1111/itt11t11
111111111111111111111111111111111111110111111111111111111111111111111111111111111111111111111111
11111 I 1 1111111011111111111111111111111111111111111.111111111111111
11111111■11■ ■t##11111####11111111## ####11111111111
11111111#111t11111s1111111111s ■#t### #t11111111111111
1111t1111/ #111111#i###SM#N##I#MEIMMItEM
AnimmusnammummEnumurainnummumm
1111111111111t##111111## #1111#1111tt11#5111111111111#n
muunu namimammuammnmum#i#aaa
11111111111111111111111111111111111111111111111111111111111111111111111111111MMIN
RIME nemanian-mmummarsmoremi MUM
UMW IIIWNRMPINIUMINRIMIXIMAINK111111111111111
rw s a.�E.,vTO■rrw.
rumuumniminnarcammrammotuumwzmermi
P perjegv o RISI I ■ #i ii■
1111 =111127 �-iMP754- l r 61 `61 ',1111111111 2111
11111111111111111111111.11111111111111111111111MRIMMIMINFAMMIMMEN
11111011111111111111111111111111111111111111111611Wiliiii% E 4umit m
Inunutimmmmismnrmarimmenneeminion
t111111111111#li`i #111 #111## #1111#L'##M1NE1111
111111111#111S #111#111t#111111111M11115/ #10#111111110ii111■
Not
pia Simee Viasfe Not, V efrotateat
10050 NE 2nd Ave* Mlarrtl Shores, Fl 33138;
Phone 305.795-2204; Fax 305. 758.8972
RE: Permit # Rr -3-0S--37/
I ./ s4e .r
DATE:
INSPECTION AFFI9AVIT
(Print name and circle License Type)
License #: OOOD o 6 cf t- V
On or about 3/7/1 I did e
p rsonally inspect the roof deck nailing and /fir
979 let- Yi SC,- Nr i :4/ai s AZ 33/38
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit Manual (Based on 553.844 F.S)
, licensed as a (n,
FS 468 Building Inspector
Engineer / Architect,
(Date & time) i
secondary water barrier work at
State of Florida
County of Dade:
The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this
Notary Public, Sate of Florida at Large
day of
/ NARY PUBLIC -Si. ." fit" `
m(� SAVOR:.. D. HART
Lo!M4S51uv # DD403608
EXPIRES: APRIL 02, 2429
ed Then Atlantic bonding Cq,,G
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to t;n lce such an inspection.
Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
SECTION R4402.13
•111 HIGH VELOCITY
• HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 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 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 ave to be renailed in accordance with the current provisions of Section R4403. (The
roof deck is usually concealed prior to removing the existing roof system).
3. Common roofs: Common roofs are those which have no visible delineation
betty en neighboring units (i.e., townhouses, condominiums, etc.) In buildings with
com on roofs, the roofing contractor and/or owner should notify the occupants of adjacent
units of roofing to be performed.
4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the
roof d eking 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 e11 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. 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 b: eficial to consi additional
venom. which can result in extending the service life of oof.
wner /Agent's Si atur' i`at
o,�
tractor Signature Da
HIGH - VLOCITY, HURRICANE ZONES
Florida .Building Code Edition 2004
Higlillelvdfy Hurricane Zone uniform.PermitAppft ationForm..
•r
Section 0 (Steep Sloped Roof System)
Roof System Manufacturer: /
Product Approval Number: 0 7- 6/41. e 4
Minimum Design Wind` Pressures, if. Applicable (From:RAS 127 or Calculations):
•
P2: /4-7?/ PSt J' 0 7,
Maxitnunt Design Pressure
Product Approval Specific System: 1--- �
• "�
'
Method of the atta chtnent; ®a 6rA
••••
•••
. •
.. ..
•
•
Roof Siape:
Stec Sjope..d itau ystern Description
Deck Type:
. • •
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•• •
•
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•
•
••
•
•
•
•
••••
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•
•
•
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•
•
•
•
•• • • •
• ••
•• •
iinr-reL p4,,„4
.ype Lin eierlayment:
insulation:
Fire Barrier:
ai-
Fastener Tyre & Spacing:
Ridge Ventilet)on?
4-
r
v
•Adhesive Type
Mean Roof Height:
az,r1 fizeivs- /„1,,ye_
7 / f4e r
ype Cap Sheet:
of Covering:
Type" &
die:
-76 f9.
HIGH-VELOCITY HURRICANE ZONES
. . .
Florida Building. Code:Edition* 2004
Hiph Veloaltitiurricane:ZonolinfifOrruPermitApplicatiou. Form.
Section E (TileCalculAti911,$) •
For -Moment baseiktile systems, choose either Method 1 or 2. Compared the values
for MT with The values from Mr. If the Mr values are greater than or-equal to the•Mr
values*, for eadluaren orthe,rorifillten the tileattachment ittethdd is:acceptable.
Method 1 "Moxueut Based Tile CalealatimisTer RAS-.121"
1 0 , .)4?=.— 124.0 M teri-g Product Approval M,
(ri• = 0 7 , 1 41 ) M f t , =4V1,/ 0 - 1 ( , Product Approval M J r-
' 2". 111 .--.5191.,9 11)– M Ir Product Approval Mc kar
Method lSirapliii edlile e u la don Ter • • .
• •
• • •
Required:Moment ofilesistance (Mr)0m Table Below Product Approval • • „
•
• • • •
• •
• • • •
• • • •
• • •
• • •
00 OOP 0800
•••• • • •
P . . . 6.
'Mean Roof Height —to- 4..4 al..
Roof.Sk)po lir 15' 20' 28' av , 40' ••
. •
2112 •34.4 .36.5 • 38,2 39 7ie •. 422,:,
3::.12 . 32:2 .34A 361 • 344.;•: . 39;8 .
4d2 '36;4 32.2 338 38:1 • Via • •
*5:12 284 30.1 .31..6 •31;8 • ' • 34:96 • •
6:12 *26:4 28;0 • 26.4 301. • voe • „ !
•7:12. • 24A 256 '271 'al .30.1f ' '
be used in conjunction wlih.a Ii f,inoment:.based•tile.systeinvendorsed' by-the
Brownrd County Board. cif:Atiles atul.Apjieals.
For Uplift based the systems uSeIVIetbod clinzpgred..thu-vidite;s4ur F' -withathe
values for.L.jr the:F' values ,a.re.greater.thow-or equaFto the Fr-values, for each
.aren the..rootheu timlilwatta Imautmethott is.,aceeptable.
MetbiOd3'"UplitillasedTile Caleulatioas:Per RAS 1.127"•
1: = x Ve:= ) W: x cos .6.; ••••=s'
: = X ) .)( tf; ..c4 Fa:
0'3. 1t
Product Approval F'
Product Approval F'
Product Approval F'
•
• • • •
• •
•
• 0000
•
• • • •
• • • •
•
•
Where t
to;Obtain:f.tformitioli
•
Dosoriptton S
Syn.-4)bl W
riasisa:Ptossum P
P.I'or norTS k
kA5'127 talitU,U dr ;
; -..eaglueeringanalyiis prepaccdt/y•I't based oliASCH
lutean'llUot fief : 6 H
H J
JO Stte
RoOf Mope 9
9 ,
,191/ Sitc
Agit . aaruieMul ',Ike •
• Product A .. royal
itestnrini•Motnant.duc.to:Geuvi *- •
• Product A..roval
Attaehmett Resistance -
-Product Approval
'red Moment Rcsne I
I.I C
Calculated
klinimutry Mitch:neat Resistance P
Product Approval
, RequitedAittlitt.Reslitde :
:.Calculated
Aver * -tilelVer t P
be used in conjunction wlih.a Ii f,inoment:.based•tile.systeinvendorsed' by-the
Brownrd County Board. cif:Atiles atul.Apjieals.
For Uplift based the systems uSeIVIetbod clinzpgred..thu-vidite;s4ur F' -withathe
values for.L.jr the:F' values ,a.re.greater.thow-or equaFto the Fr-values, for each
.aren the..rootheu timlilwatta Imautmethott is.,aceeptable.
MetbiOd3'"UplitillasedTile Caleulatioas:Per RAS 1.127"•
1: = x Ve:= ) W: x cos .6.; ••••=s'
: = X ) .)( tf; ..c4 Fa:
0'3. 1t
Product Approval F'
Product Approval F'
Product Approval F'
•
• • • •
• •
•
• 0000
•
• • • •
• • • •
•
•
Where t
to;Obtain:f.tformitioli
•
Dosoriptton S
Syn.-4)bl W
riasisa:Ptossum P
P.I'or norTS k
kA5'127 talitU,U dr ;
; -..eaglueeringanalyiis prepaccdt/y•I't based oliASCH
lutean'llUot fief : 6 H
H J
JO Stte
RoOf Mope 9
9 ,
,191/ Sitc
Agit . aaruieMul ',Ike •
• Product A .. royal
itestnrini•Motnant.duc.to:Geuvi *- •
• Product A..roval
Attaehmett Resistance -
-Product Approval
'red Moment Rcsne I
I.I C
Calculated
klinimutry Mitch:neat Resistance P
Product Approval
, RequitedAittlitt.Reslitde :
:.Calculated
Aver * -tilelVer t P
Product A .. royal
Tife.ilinitivsicmS s
sl.F length '
'Product Approval
,
, talcalations-must be submi ed to the3rnkhn Offielid01 etunonflLap�hatiou
FLORIDA BUILDING CODE — RESIDENTIAL
•
••
•
•
44.23
MIAM WADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Hanson Roof Tile
1340 SW 34th Ave
Deerfield Beach, FL 33442
SCOPE:
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
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 Miammi Dade Count'' •
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 DaAN Verity Product
Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami .Dade C®Oyy)
reserve the right to have this product or material tested for quality assurance purposes* If llus producrdr
material fails to perform in the accepted manner, the manufacturer will incur the expeli$e tt such testing
and the AHJ may immediately revoke, modify, or suspend the use of such produce br'rilateriar Within
their jurisdiction. BORA reserves the right to revoke this acceptance, if it is deternmiita.; > Miam; Dade
County Product Control Division that this product or material fails to meet the requix �mente A •
applicable building code. •
•• • •• • •
• • • •
This product is approved as described herein, and has been designed to comply with the Florida Building
Code including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: Hanson Hacienda Double Roll 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. Ac bo.
NOA No.: 07.0914.06
Expiration Date: 12/16/12
Approval Date: 12106/07
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub Category:
Material:
Roofing
Roofing Tile
Concrete
1. SCOPE
This renews a roofmg system using Hanson Hacienda Roof Tile, as manufactured by
Hanson Roof Tile in Hobe Sound, Florida and as described in Section 2 of this Notice of
Acceptance. For the locations where the pressure requirements, do not exceed the values
listed in section 4 herein. The attachment calculations shall be done as a moment based
system. ••••
•
2. PRODUCT DESCRIPTION
Manufactured by
Applicant
Hanson "Hacienda"
Trim Pieces
Dimensions
Length: 17W
Width: 13"
'/z" thick
Length: varies
Width: varies
Varying thickness
•
Test
Specifications
TAS 112
TAS 112
• .
• •..
•• •
•
•■••
•
• • •
•• ••
•
Produef * • • ......
Descripti•••• ••••
-... ... •
Low profile, interlocking. fit tied csmete
roof tile equipped with tveintil.hole and.
double roll ribs. For direct decte or battaaad
nail -on, mortar or adhesile sef applicariens.
Accessory trim, concrete roof pieces fiy a
at hips, rakes, ridges and valley terminations.
Manufactured for each tile profile.
2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS
Product
Wood Battens
Tile Nails
Dimensions
Vertical
Min. 1 "x 4"
Horizontal
Min. 1 "x 4" for use
with vertical battens
or
Min. 1 "x 2" for use
alone
Min. 1Odx 3"
Test
Specifications
Wood Preservers
Institute LP — 2
TAS114
Appendix E
Product
Description Manufacturer
Salt pressure treated Generic
or decay resistant
lumber battens
(With current NOA)
Corrosion resistant
screw or smooth Generic
shank nails (With current NOA)
NOA No.: 07- 0914.06
Expiration Date: 12/16/12
Approval Date: 12 /06/07
Page 2 of 7
Product
Tile Screws
Hurricane Clip &
Fasteners
Dimensions
#8x 2'/i" long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
Clips
Min. %a" width
Min. 0.060" thick
Clip Fasteners
Min. 8d x 1 x /a"
2.2 EVIDENCE SUBMITTED
Test Agency,
Redland Technologies
Professional Service
Industries, Inc.
The Center for Applied
Engineering, Inc.
Celotex Corporation
Testing Services
Walker Engineering, Inc.
IBA Consultants, Inc.
Test
Specifications
TAS 114
Appendix E
TAS 114
Appendix E
Test Identifier
7161 -03
7161 -03
7161 -03
P0402
P0631 -01
Letter Dated Aug. 1, 1994
224 -47099
94 -06013
94 -084
25- 7094 -1
25- 7094 -7
25- 7094 -4
Project No. 307025
Test #MDC -76
25- 7183 -1
25- 7183 -2
25- 7214 -2
25-7214-6
528454 -2 -1
520109 -2
. Calculations
2381 -249
Product
Description
Manufacturer
Corrosion resistant,
coated, square drive, Generic
galvanized, coarse (With current NOA)
thread wood screws
Corrosion resistant
clips with corrosion
resistant nails.
Test Name/Report
PA 102
PA 102(A)
PA 108 •
Withdrawal Resistance Testing of •'
screw vs. smooth shank nails• • •
PA 108
PA 108
Generic
(With current NOA)
• •
• • •
•• •
•
••••
• •
••••
00000
• •
•• ••
PA 112
PA 101
PA 101
PA 102
PA 102
PA 102
PA 100
PA 102
PA 102
PA 102
PA 102
PA 101
Aerodynamic Multiplier
TAS 112
••••
• •
• •
• • •
•• ••
Date'
•
••••
Dec. 1a1.
Dec, 61991
Dec. 1991
Sepa93
•• •
Jul,.l
Aug. 1994
Sept. 1994
March, 1994
May 1994
Oct. 1994
Oct. 1994
Oct. 1994
Oct. 1994
Feb. 1995
Feb. 1995
March, 1995
March, 1995
Sep. 1998
Dec. 1998 ,
March 1999
09/20/07
NOA No.: 07- 0914.06
Expiration Date: 12/16/12
Approval Date: 12/06/07
Page 3 of 7
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with
RAS 106 may be required, refer to applicable building code.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to
perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be
submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof
slope unless stated otherwise by the underlayment material manufacturers published
literature.
3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in
compliance with applicable building code.
4. INSTALLATION
4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with •
• • ••••
• • • • •
•• • • • •
• • • •
•• ••
• • •
Roofing Application Standard RAS 118, 119, & 120.
4.2 Data For Attachment Calculations
••••••
•
Hacienda Tile
Tile
Profile
•••• •••• • •
Table 1: Aerodynamic Multipliers - X ft3) ••••
A, (ft)
Batten Application
0.267
Tile
Profile
Hanson
Hacienda
Tile
•
• Directt Applicgtlon
• "0289
• •
• ••
•
Table 2: Restoring Moments due to Gravity - Mg (ft-Ibf)
4": 12"
3 ": 12"
Battens
5.92
5 ": 12"
6 ": 12"
•• •
• • •
•• •
Direct
Deck
6.80
Battens
Direct
Deck
Battens
Direct
Deck
Battens
5.82
6.69
5.70
6.55
5.56
Direct
Deck
6.39
7 ": 12" or
greater
Battens
5.41
Direct
Deck
6.22
NOA No.: 07- 0914.06
Expiration Date: 12/16/12
Approval Date: 12/06/07
Page 4 of 7
• •
.•
•
• •
Tile
Profile
Hanson
Hacienda
Tile
Table 3: Attachment Resistance Expressed as
For Nall -On Systems
Fastener Type
a Moment - Mt (ft -Ibf)
2 -10d Ring Shank
Nails
1 -10d Smooth or
Screw Shank Nail
2 -1Od Smooth or
Screw Shank Nails
1 #8 Screw
2 #8 Screw
Direct Deck
(Min 15/32"
plywood)
•
Direct Deck
(Min. 19/32"
plywood)
Battens
27.8
37.4
28.8
8.8
11.8
4.1
16.4
21.9
7.1
25.8
25.8
1 -10d Smooth or
Screw Shank Nail
(Field Clip)
1 -10d Smooth or
Screw Shank Nall
(Eave Clip)
47.1
47.1
24.3
24.3
22.9
49.1
24.2
2 -10d Smooth or
Screw Shank Nails
(Field Clip)
2 -10d Smooth or
Screw Shank Nails
(Eave Clip)
19.0
19.0
35.5
35.5
31.9
31.9
2 -10d Ring Shank 43.0
Nails'
67.5
•
•••
•••
••
•
•
••
•••
. '•
•
22.j..,
• •
•••
• •
▪ 347.8•••:
.•• •
•• ••••
• • •
••
•••
•
••
•••
• • b •
• •
32.A
••••
•
••••
•
••••
• 50,0•.•
' •
'•• •• •
• ..
1 Installation with a 4° tile headlap and fasteners are located a min. of 21/a" from head of tile. •
Table 4: Attachment Resistance Expressed as a Moment MI (ft -Ibf)
For Two Patty Adhesive Set Systems
Tile Application
Tile
Profile
Hanson Hacienda Tile
Adhesive
2 See manufactures component approval for installation requirements.
3 Flexible Products Company TileBond Average weight per patty 11.4 grams.
Po oam Product Inc. Avera• a wei , ht • er • a 8 • rams.
Minimum Attachment
Resistance
26.1'
NOA No.: 07- 0914.06
Expiration Date: 12/16/12
Approval Date: 12/06/07
Page 5 of 7
Table 4A: Attachment Resistance Express d as a Moment - M, (ft-Ibf)
For Single Patty Adhesive S t Systems
The Tile Application
Profile
Minimum Attachment
Resistance
86.614
Hanson Hacienda Tile
Polyfoam PolyProTM
Polyfoam PolyProTM,
4 Large paddy placement of 54grams of PolyProTM.
5 Medium paddy placement of 24grams of PolyProTM.
45.56
Table 4B: Attachment Resistance Expressed as a Moment - Mt (ft -Ibf)
For Mortar Set Systems
Tile
Profile
Hanson Hacienda Tile
Tile
Application
Mortar Set'
Attachment
Resistance
20.60
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name r 1 4g4 • • • •
• •
Q ....
(See Detail Below), or following statement: "Miami -Dade county Product Control 'Rppfoved ." •
Hans
••••
• •
••••
• •
.. ••
HANSON HACIENDA ROOF TILE
TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE)
••••
. •
••.•
.•.•
•
•
••
• •
• •
• •
•
•
•
••••
• -
•••• •
•. • • •
• • •
•• •
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required b the Building Official or applicable
building code in order to proper y evaluate the installation of this
system.
NOA No.; 07- 0914.06
Expiration Date: 12/16/12
Approval Date: 12/06/07
Page 6 of 7
PROFILE DRAWINGS
HANSON HACIENDA CONCRETE ROOF TILE
FASTENER HOLES
OVERLOCK
••••
• •
• ••••
• • •
• • • • •
• • •
UNDERLOCK
END OF THIS ACCEPTANCE
• •
•• ••
• • •
• ••••
• •
•••• • •
•• ••
• • •
•••• • •
•
• • •
••
•
•• • •
,, •
3 1 • • • •
•• •
• •
•
•
.• • •
• • • •
NOA No.: 07- 0914.06
Expiration Date: 12/16/12
Approval Date: 12/06/07
Page 7 of 7
MIA M MADE
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 (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 prbicim Or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is detttn>Zned by •CC•0
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 High ' 1 ity Hurrioat
Zone of the Florida Building Code. • •
DESCRIPTION: Polypro® AH160 •••• • • • •
•••
•
.. •• ••••
•
RENEWAL of this NOA shall be considered after a renewal application has been filed and t -ere hls been ur). •
•
e in
• •
change 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 changeifi 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 JRrge L. Acebo.
C
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:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® AH160 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 Test
Specifications
Polypro® AH 160 N/A TAS 101
Foampro® RTF1000
ProPack® 30 & 100
N/A
N/A
Product Description
Two component polyurethane foam ••••
adhesive • • Dispensing Equipment • • • •
Dispensing Equipment •
• •
• • • •
•• •.
•
PRODUCTS MANUFACTURED BY OTHERS: •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current•&a which• • •
list moment resistance values with the use of Polypro AH160 roof tile adhesive. •
• • ••••
PHYSICAL PROPERTIES:
Property
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
1.6lbs. /ft.'
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:
TestAgu Ley Test Identifier Test Name /Report Date
Center for Applied Engineering #94 -060
TAS 101 04/08/94
257818 -1PA TAS 101 12/16/96
25- 7438 -3 SSTD 11 -93 10/25/95
25- 7438 -4
25- 7438 -7 SSTD 11 -93 11/02/95
Miles Laboratories 25 -7492 SSTD 11 -93 12/12/95
NB- 589 -631 ASTM D 1623 02/01/94
Polymers Division
Ramtech Laboratories, Inc. 9637 -92 ASTM E 108
04/30/93
Southwest Research Institute 01- 6743 -011 ASTM E 108
01- 6739- 062b[1] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
03/14/96
Celotex Corp. Testing Services 528454 -2 -1 ••••
TAS 101 • • 528454 -9 -1 • •10./23/98..„ •
528454 -10 -1 ' •
520109 -1 "▪ •"
TAS 101 • ..: }2/28/98 •
520109 -2 .... •••• •
520109 -3 ' •
520109 -6 ..•. ' •
520109 -7 ••'••' ••:.
•
520191 -1 TAS 101 004/02/99 • • • • • •
520109 -2 -1
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 Roofmg Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro o AH160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F
2
F=
MS
W
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page3of7
INSTALLATION:
1. Polypro® A11160 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® AH160 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 Polyproe4 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
Roofmg 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 adhesive.
The mix ratio between the "N' component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPacko 30 & 100 Ctispefising • " "•
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 minytmafter ...•
Polypro® AH160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance witll il'fiacemen ; • • •
• •
Details' herein. Each generic tile profile requires the specific placement noted herein! • • ••••
•
•
•
• •
Table 1: Adhesive Placement For Each Generic Tile Profile • • •
Tile Profile
Flat, Low, High Profiles
High Profile (2 Piece
Barrel)
Flat, Low, High Profiles
Flat, Low, High Profiles
Placement
Detail
#1
#1
#2
#3
Single Paddy
Weight Min.
(grams)
35
17 /side on cap and
34 /pan
24
• •
• • •
Two PaddrWeight
per paddy Min.
(grams)
N/A
N/A '
N/A
8
LABELING:
All Polypro® AH160 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
Nail through plastic cement Paddy (Beneath Tile)
Nail through plastic cement
Underlaymen!
1
Paddy (Beneath Ile)
10 in:
EaveCourse
Eaye COWS@ only:
Keep adhesveapprox.
4 tn. up from weepholes
Fascia
Weeptwte
Eave closure
MP luta
•
1) Phase enough adhesive to achieve 17 to 23
square Inches In contact with the pantile
2) Turn covers upsidedown. Piece adhesive 112 In.
To 1 in. From outside edge of cover the.
Then install the tile.
Underlayment
•
•
Optional2x4'a fc: • .•••
steep pitch appilcalta s• :all through photo cement
• • •
•• ••
•
••• •• •
• • •
••••
Remov
top portion
of the eave
course cover Me.
Abut to second course of
pan tiles. Ensure eave end of
pan and covafiles are
flush at save Ile.
Eave closure
(mortar shown)
Weephole Fascia Bo
• •
Sheathing
Optional
Polnt Mortar
on longftudbret
Hof the
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 5 of 7
•
•
•
• •
••••••
• •
•
• .
• •
Nail through plastic cement
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
• •
•• ••
•
•
• •
• •
• •
•
• • • s •
• •
•• ••••
•
• • •••• • •
• • •
•• • •• • • •
• • •
•• •
•
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
Nall through plastic cement
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Paddy
(between tile)
Paddy
(under tile)
Nail through plastic cement
Underlayment '
Single paddy under tile
Single paddy between tile
2 in. x 7 in. medium
size paddy eave
course only
3 in. under tile
Single paddy
x3in.
Single paddy on
under -
layment
Single
paddy on
under -
iayment
Eave course
Single paddy
on top of tile
Single paddy
on top of tile
� Eave
Course
• Fascia
• •Wellphole
ave ci6sure
•Dilpeedge
• • • •
Nail through plastic cement
Single paddy
on top of tile
Eave Closure
Eave Course
END OF TIIIS ACCEPTANCE
• •
•• ••
• • •
• • ••••
• • • •
• • • •••• • •
•• • •• • • •
• • •
••••
•
•
•
• •
•
•
1•••••
•
• •
•
•
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7