RF-10-569Project Address
1453 104 Street
Miami Shores, FL 33138-
1122320320080
Block: Lot:
ALBERT THOMAS
Owner Information
ALBERT THOMAS
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Contractor(s) Phone
OBENOUR ROOFING SHEET METAL 305 - 757 -2612
Cell Phone
Type of Work: Re Roof
Additional Info: COLOR THRU TILE
Classification: Residential
Fees Due
CCF
Education Surcharge
Permit Fee - New Roof
Scanning Fee
Technology Fee
Total:
Amount
$10.80
$3.60
$300.00
$3.00
$14.40
$331.80
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent
Building Department Copy
April 07, 2010
Address
421 PERRY Street
OTTAWA OH 45875-
Parcel Number
Phone
Valuation:
Total Sq Feet:
Pay Date Pay Type
Invoice # RF-4-10 -37498
04/05/2010 Check #: 5452
04/07/2010 Check #: 5454
Amt Paid Amt Due
$ 50.00 $ 281.80
$ 281.80 $ 0.00
April 07, 2010
Date
Expiration: 10 /04/2010
Applicant
Cell
MEOW 3r.rwsnrem.assw
$ 18,000.00
2300
Available Inspections:
Inspection Type:
Up Lift Report
Tin Cap
Final Roof
Tile In Progress
Roof Review
Renailing Affidavit
Cap Sheet
1
Inspection Number: INSP - 139714 Permit Number: RF -4 -10 -569
Scheduled Inspection Date: May 04, 2010
Inspector: Bruhn, Norman
Owner: THOMAS, ALBERT
Job Address: 1453 NE 104 Street
Miami Shores, FL 33138-
Project: <NONE>
Building Department Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
May 03, 2010
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
For Inspections please call: (305)762 -4949
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Tile
Phone Number
Parcel Number 1122320320080
Phone: 305- 757 -2612
Page 8 of 11
Job Address:
Contractor:
Type of Tile:
Type of Access:
App. Sq.Ft:
Vinayagar M. Balalrishnan V, P .E.
State of Florida Lic # 63107
F.I.E..
FLORIDA INTERNATIONAL
ENGINEERING & TESTING LAB
IEdSKa •INNOVA11O'4.INar.XRATION
FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC
16701 SW 117 Avenue, Miami, Florida 33177
Telephone: (305) 378 -1991- Fax: (305) 378 -1997
Miami Dade Lab Certification # 07- 0612.11- State of Florida CA # 27273
SITE SPECIFIC INFORMATION
/453 A/E /0 " 5 r, A '4 //i Yj O Owner's
Q,651,90/? Ro. ' f 4j Permit #
Vij/ f - ,4 � Approx. Height 1 ? Floor:
Spaffolds: Ladder: — Slope: Test date-
2,Lh &® Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo Instrument
TEST RESULTS
P = PASS, F = FAIL
•
0 -5
N2 1789
x.945
Install Date- 12q /o
o -/o
1
2
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. 22
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40
F.4-5SFP
41
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98
99
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST.
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animiti onammiliamoreirdits
1111111111111111111111MMA rim-lag*/ ISW
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i
RE: Permit # F
D-3a7qafir
( A∎ t0 e'er(
INSPECTION AFFIDAVIT
J/2I7? v e 'PvoL4
On or about / 13 Pe / D
(Date & time) 14,3—
secondary water barrier work at 3 / r ,) e L( - f'
Signatu
State of Florida
County of Dade:
?lama SemteeVillage
elelg Dovteetece
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www.miamishoresvillage.com
Sworn to and subscribed before me this /3 4/t) 1 day of
Notary Public, Sate of Florida at Large
DATE:
IVEVISSCSD
MA r,) 3 2
, licensed as a (n) Contractor / Engineer / Architect,
(Print name and circle License Type) FS 468 Building Inspector
License #: C C7 & II ( ( 3 e
, I did personally inspect the roof deck nailing and /or
(Complete Job Site Address)
Based upon that examination I have determined the installation was done according to the Hurricane
Mitigation Retrofit M ual (Based on 553.844 F.S)
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
ago 1
PUBLIC -SPATE OF FLORIDA
Catherine 'puffin
Commission , D1)857841
mires: MAR. 07, 2013
DO jprD YARD Amorric BOi7D O CO., 7
*General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection.
Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each
inspection
) RRat s
Miami Shores Village c 261[
Building Department In; ,.,
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING Permit No. gc Icp — 3,09
PERMIT APPLICATION Master Permit No.
FBC 2004
Permit Type (circle): Building Electrical Plumbing Mechanica
Owner's Name (Fee Simple Titleholder) - J (} A el p - Mt `.. 3 Phone # - 3
Owner's Address r C Z a 1 0 L '---
Cit c5Y ts'y eS State Zip `�
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 19 c Ivc, e l 6 9 . t
City Miami Shores Village County Miami -Dade Zip 3 3 r 3 V
FOLIO / PARCEL # t l 2' , ° 6 3. 0+
Is Building Historically Designated YES - NO
Contractor's Company Name OP . 13 s isk d V V e..../6
Contractor's Address ' C s
Cit a. \ 0 rG.) State
Qualifier Name 3 (N c "D 6 ( C � ..V/
State Certificate or Registration No. (.CC 00( Lk
Submittal Fee $ 6(y, Permit Fee $ 3
Notary $ q'raining/Education Fee $ ? < 0
Scanning $ , Radon $ DPBR $
Bond $ Code Enforcement $
Phone #
Zip
Phone #
Roofin
3t 3
Certificate of Competency No.
Architect/Engineer's Name (if applicable) Phone #
Value of Work For this Permit $ . b(- Square / Linear Footage Of Work: 3 ' 6
Type of Work: DAd. • ' n QAlt ration DNew
Describe Work: V 0 k rte`, KA CAA ) l (5
******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Double Fee $
epair/Replace
Structural Review. $ Total Fee Now Due $ i
See Reverse side -+
❑ Demolition
CCF$ It) • HIV CO /CC
Technology Fee $ I . 4
Zoning $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
P
My Commission Expires:
* * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
(Revised 02/08/06)
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 YO UR 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 n be approved and a reinspection fee will be charged.
a / ‘_„,---
Signature ` ,., , (j'_ Signatur 4 �' /(/
Owner or Contractor
The fore 'o', g instrument was acknowledged before me this 3 0 The foregoing instrument was acknowledged before me this 3 G
day of .r4-, 20t 0 , by To n h t p. , day of k 4 ve.L , 20 l o , by .A pnca )10zo -,
who is personally known t e or who has produced who is personally known to me or who has produced
as identification and who did take an oath.
, Nu Or 1
Drufiiu
Co uL 101)857
in sagu Araglic4natel
NOTARY PUBLIC:
Sign:
Print:
My Commissi
Co i miss,oro „L1)857841
• MORD ATIANTI C BO DIA7Ga 4,II1C�
Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. 1 i �/ 2i 2-b 12 oo t
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in thls Notice of Commencement.
' Space above reserved for use of recording office
1. Legal description of property and street/address: 1 ' 9 `1 3 1 b 5
At t. S l-orc> $ ' 71 $'f
2. Description of Improvement: p4 t .4 G 1►■ S > o `P c v1 C r 1
P ■ct4 4i\
3. Owner(s) name and address: " Pvl 'rho w A s rts, 3 71 1 b .S T }-c_ b1O Yc) •—(
Interest in property:
Name and address of fee simple titleholder.
4. Contractor's name, address and phone number. 06 )-- O -C .., 5
1 5.' 9"t s M 1 Ae�t S b, b res 7 3 t?
STATE OF FLORIDA, CO'Ui*i r d OF DADE
N,,_REPY CERTIFY Mat (his is trym cAcy of tin
5. Surety: (Payment bond required by owner from contractor, if any)
Na ie, address and phone number: r -
unt of bond $
5: Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom
Section 713.13(1)(a)7., Florida Statutes,
Name, address and phone number
8. In addition to himself, Owners designates following person(s) to receive a copy of the Uenor's Notice as provided in Section
713.13(1)(b), Florida Statutes.
Name, address and phone number.
9. Expiration date of this Notice of Commencement:
(the expiration date Is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Signety1re(s) of Owne
B
❑ Personally kn wn or ing type of identifi
^c Catheaket115% notary Public:
commission #r DD857841 Print Name:
°• IFI 4.,.., wires: MAR. 07, 2013 (S(SEAL) �� �
VERCAncate M 5, FLORIDA STATUTES
Under pl3rialtles of perjury, I declare that I have read the foregoing and
that the facts stated in it are true, to the best of my knowledge and belief.
129.01.32 PAGE 3 11/07
)' Authorized Officer/Director/Partner/Manager
day of
day
AD2O - 0
Pfin Name . c
- Title/Office
STATE OF FLORIDA
COUNTY OF MIAMI -DADE
The foregoing in ent was acknowledged before me thisOC
By 0 — fib '4-0
❑ Individually, or ❑ as for
Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above:
11111111! 1111111IIIIIIIIIII11II11I !IIIIIII
CFN 2010R0227171
OR Bk 27240 F's 0065; (19s)
RECORDED 04/06,/010 12:54:30
HARVEY PUV'IN r CLERK. OF COURT
MIAMI -DADE IOUHTY r FLORIDA
LAST PAGE
By
Print Name
Title/Office
By By
Property Address:
Roofing Permit Number:
)ear Building Official:
,T
/0/VV--$N
ignature
tate of Florida
.ounty of Dade
771aami e4 Fade aZdf vogeogefte
10050 NE 2nd Ave k 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.
"o: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, FI 33138
2e: Owner's Name: o A v `f — k o w.,4
onnections of my building because:
he just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please
tach proof of ad valorem taxation.
1 The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
rith the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
certify that I am not required to retrofit the roof to wall
he undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
roperty mentioned.
worn to and subscribed before me this _ 3 0 day of 1
o srATE OF F IA131DA
Catherine A. Du
Comadesion D 07 7
otary Public, Sate of Florida at Large B.p1
r�o ntuxs►esa °°ua oa,nae.
ii >,n the just valuation of the structure for purpose of ad valorem taxation is equal to or more than 5;300.000.00, and the building was not constructed with
;or a 1994 SFBC. Then you must.provide a building application from a General Contractor for the :Roof to wall connection Hurricane Mitigation
Date: 3 d (Lb
of Oa YI r? 1 " J rvic_i -S ,
Print Name
Primary Zone:
1300 ONE FAMILY
CLUC:
0001 RESIDENTIAL -
SINGLE FAMILY
Beds/Baths:
4/3
Floors:
1
Living Units:
1
Adj Sq Footage:
2,468
Lot Size:
8,925 SQ FT
Year Built:
1955
$50,500/
$205,399
RIVER BAY PARK ADDN
L
Lg al
Legal
PB 40-72 LOT 9 BLK 3
e aipfion:
LOT SIZE 75.000 X 119
OR 10318 -2568 03791
$25,500/
$230,399
OR 10318 -2568 0379 00
Year:
2009
2008
1453 NE 104 ST
Applied
Applied
Taxing Authority:
Taxable
Exemption/
Taxable
1453 NE 104 ST MIAMI FL
Value:
Value:
Regional:
$50,500/
$205,399
$50,500/
$205,144
County:
$50,500/
$205,399
$50,500/
$205,144
City:
$50,500/
$205,399
$50,500/
$205,144
School Board:
$25,500/
$230,399
$25,500/
$230,144
Folio No.:
11- 2- 032 -0080
2008
1453 NE 104 ST
ailing
OANN THOMAS
ddress:
$254,282
$303,243
1453 NE 104 ST MIAMI FL
$550,664
138 -2663
Year
2009
2008
Land Value:
$296,382
$379,809
' Building Value:
$254,282
$303,243
Market Value:
$550,664
$683,052
Assessed Value:
$255,899
$255,644
arli
2009
2008
is
$25 000
$25 000
111MM
1- •:�i'
$500
Miami -Dade My Home
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Summary Details:
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Taxable Value Information:
Sale Information:
Sale Date: 3/1979
Sale Amount: $144,000
Sale O/R: 10318 -2568
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CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the
costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the
costs of any proposed improvements must be shown on the worksheet. The cost of improvements must
include demolition, raw and finished materials (include those donated), labor (including volunteer and self -
performed), construction supervision and management, and overhead and profit. A list of items the costs of
which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract
must be attached)
PROPERTY OWNER: S� ki L' Y 6 k A 5
PERMIT #
ADDRESS: 1 3 ).q E t
FOLIO NUMBER:t1Z?i32 6 32 60110 FLOOD ZONE:
BASE FLOOD ELEVATION:_l___FREEBOARD: O EAST OF FL.CCCL: ph_
COST OF PAST IMPROVEMENTS (12 MONTHS): MM ..--
COST OF PROPOSED IMPROVEMENTS: ' O l 60
(ATTACH COPY OF CONTRACT)
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and propos
VALUE OF PRINCIPAL STRU TURE (attach a praisal):
OWNERS SIGNATURE:
PLAN REVIEWER:
PLAN REVIEWER SIGNATURE:
11 -12 -08
AE
DATE/ 3 ' f' o
DATE:
E -Codes
1 #: ?,n0
!!ED
DEPT
D!_a DEPT
Miami Shores Village
EDT 10 CCIvMPI.IANCE WITH ALL FEDERAL
Master Permit No.
z - .1 E[ UN Y RULES AND REGUONS
❑ New Roof
❑ Low Slope
O Asphaltic
Shingles
Low Slope Root Area (SF)
Florida Building Code Edition 2004
Velocity Hurricane Zone Unntorm Permit Application Form.
D
•
•
Section A (General Information)
Pro s No.
& v/( f 617» g
Job Address / ��3 'v e
ROOF CATEGORY
❑ Mechanically Fastened Tile ortar /Adhesive Set Tile
❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes
O Prescriptive BUR-RAS 150
ROOF TYPE
aofing 0 Recovering
ROOF SYSTEM
INFORMATION 9
Steep Sloped Roof Area (SF) 01 3 d b
Section B (Roof Plan)
Sketch Root Plan; illustrate all levels and sections, root drains, scuppers, overflow scuppers and overflow drains.
include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of
parapets.
3
1
d
•
II llii
11 P
Atili6,
,........,.
..• • • •
• • • • 1 • • 1
.. . • • • .
1 1 - ▪ -- - - • •
• •
•
•
•.
•• •
••
• •
• • • • • •
•.• • • •
• • • .. •
• • • •• ••
• ••• • •
BY:-
❑ Repair 0 Maintenance
ET-VMcift
�
�
Total (SF) c3
ROOF
5
SSEMBLIES AND ROOFTOP STRUCTURES
Roof System Manufacturer: 6n r/t -- 1
Notice of A c ptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or
Calculations): 1: (94o' P2: /Ca V P3: )Ik 3�
Maximum Desi ' n Pressure
(From the ro uct Approval Specific System):
Deck Type:
Type Underlayment: ATM 2.2.6
Insulation:
Fire Barrier:
Fastener Type & Spacing: /
Adhesive Type: 1 y�e , 1i4, 1 r
Type Cap Sheet: / Zt 9 9
. votiawn J44 4L/L
Mean Roof Height: Rog overt
• •• • •
• .. • ... .. •
Ro t lope:
I ,: 12
Ridge nation?
Florida Building Code Edition 2004
High Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steepi$ioped Roof System)
Steep Sloped Roof System Qescript� ion
••• •
• •
•
•
• ••• • • • •
• • • • • • • • • • •
• • • • • • ••• • •
• • • . •
• • •• • • • • • •
• • ••• • • •
• • • 000 •
• • • • •
•
••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • •0• • •
°
& Siz Drip
e . 9
t 4
FLORIDA BUILDING CODE — BUILDING
XL m xp, =r-w. ....a - - ra
Where totlbtain information
Description
Symbol
Where to find
Design Pressure
P1 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
A
Product Approval
Restoring Moment due to
Gravity
.
-
Product Approval
Attachment Resistance
2Mf
Product :ppeo;al
Required Moment Resistance
- - •
• •
• • •
tellaied • • •
M'mimum Attachrtem
Resistance
•
• • r •••
• •
• Pro d uct 4 pro • • •
Remand UpUft Resistance
• FP •
.
Gelculatad • •
weight
Aver
• .
• • •
• • IM •
: - • proval • ••• • •
• T 1k
Amino; Ap • •
ge
71k Dimensions
.
• •
L m length
= width
• • •
••• • •
Product Approval
AU must be submitted
••• • • • • •••
to t$e building o . e' ; dyne oiipetenitapplicatron.
calculations
. • _ _
a
Florida Building Code Edition 2004
High-Velocity Hurricane Zone Uniform Permit Application Form.
• Section E (Tile Calculations)
For Moment based tile systems, choose eitherMcthod 1 or2. Compere the values for M with the values from Mf. If the M{ values are greater than or
equal to the M, values. for each area of the roof. then the tile attachment method is acceptable.
M 1 "Moment Based 711e Calculations Per RAS 127" . .
,,// Y Q d
(P1: 7� , 1 x L 3'3 = I V ) . Mg: $e t m M & . _ Product Approval M{
(P2: VS X 74. 'Ian .i f ) - Mg: ± = M,1 6 2 ri 0 Product Approval M{
(P3: 1 x)6. 6131" :3113 ) . Mg: SO 3 = M, ° '/' Product Approval Mr
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From lhble Below Product Approval Mf
M required Moment Resistance*
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Mean Roof Height -►
Roof Slope j
2:12
3:12
4:12
5:12
8:12
7:12
15'
34.4
322
30.4
28.4
28.4
24.4
20'
38.5
34.4
322
30.1
28.0
25.9
25'
38.2
38.0
33.8
31.8
29.4
27.1
30'
39.7
37.4
35.1
32.8
30.5
28.2
40'
422
39.8
37.3
34.9
32.4
30.0
•Must be used In conjunction with a list of moment based die systems endorsed by the Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F values are greater than or equal to the Fr values.
for each area of the roof, ten the tUe attachment method is acceptable.
Method 3 "Moment Based ilk Calculations Per RAS 127"
(PI: x L m - x w: - W' x cos 8 a Fri Product Approval F
(P¢
x L m - x ww. • W: x cos 8 m Fr2 Product Approval
.e a s 1s_ Product Atwrovei r
FLORIDA CODE BUILDING
• •• •• • • • •• •0
••• • • • ••• • •
15.35
•
Owner's Notification Form
COUNTY
"Delivering Excellence Every Day" SECTION
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the
required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of
the Florida Building Code, Building 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
ok :y and the contractor. The owner's initial in the adjacent box indicates that the item t s been explained.
N AM 1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15
ne) are for the P (High Velocity Hurricane
purpose of providing that the roofing system meets the wind resistance and water intrusion
rformance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
,Provisions. Aesthetic issues such as color or architectural appearance, pp azance, that are not part of a zoning code, should
' dressed as part of the agreement between the owner and the contractor.
2. Renafling Wood Decks: When replacing roofing, the existing wood roof deck may have to be
at ed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida
ding Code. (The roof deck is usually concealed prior to removing the existing roof system).
111(1 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
is (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or
k er I e uld notify the occupants of adjacent
P J units of roofing work to be performed.
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
etrations of the underside of the decking may not be acceptable. The Florida Building ilding Code provides the
o,,,. on of maintaining this appearance.
_ 1 5, Ponding Water: The current roof system and/or deck of the building may not drain well and ma y
e 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
fin_ 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
erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance
the F 'da Building Code, Plumbing.
7. Ventil on: Most roof structures sl}ovWWW lla 'Le spmp ability to vent natural airflow through the interior
th structu ab,sseml ► (the building itselff T he gxipttng jrnrgisiii pf attic ventilation shall not be reduced. It
y be beneficl to consider additional venting whtcPi•oan resnl; in extending the service life of the roof.
Owner's/Agent's Signature: . i' • • : ▪ ' /
:.r `'fin ..e •
• .
. ..
Contractor's Signature: Permit Number:.
Property Address:
• ▪ .. . . • • • . . ..
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file) / / q / Docum ents " / % Desktop /SECTION_1524[1].htm9/272007 5:46:06 AM
/0
MIAMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MonierLffetile, LLC
200 Story Road
Lake Wales, FL 33853
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: 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:s11 be pjoiiddd o the user by the manufacturer or its
distributors and shall be available fo insp.otion t fl e jc i te request of the Building Official.
This revises NOA# 07 -0228.03 and consists of pages 1 through 7.
The submitted documentation wagvre, ved by lei •Tigers. •
• 0• • • • • ... • •
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• . . . • • • • • •
000 • • • 0 • •
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
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Page 1 of 7
ROOFING ASSEMBLY APPROVAL
Category:
Sub - Category:
Material:
SCOPE:
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
Applicant
MonierLifetile LLC 1= 17"
Saxony 900 w =13"
1- 5/32" thick
Slate
1- 9/32" thick
Shake & Split Shake
Trim Pieces 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.
Roofing
Flat Profile Roofmg Tiles
Concrete
Dimensions
Test Identifier
7161 -03
Appendix III
94 -084
94 -060A
25- 7183 -6
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25- 7183 -5
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Test
Specifications
TAS 112
TAS 112
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Product
Description
Flat profile, interlocking, high- pressure
extruded concrete roof tile equipped with
two nail holes. For direct deck or battened
nail -on, mortar set or adhesive set
applications.
Accessory trim, concrete roof pieces for
use at hips, rakes, ridges and valley
terminations. Manufactured for each tile
profile.
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
• • ((2Quik -Drive Screws, Direct
• Deck)
• Static Uplift Testing
• PA 102
(kQutlk -prive Screws, Battens)
. . .
• •
Test Name/Report
Date
Dec. 1991
May 1994
March, 1994
Feb. 1995
Feb. 1995
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Page 2 of 7
Test Aaencv
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
PO402
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
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130
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Test Name/Report
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
Static Uplift Testing
PA 101
Static Uplift Testing
PA 101
25 -7094
25 -7496
25 -7584
25- 7804b -8
25- 7804 -4 & 5
25- 7848 -6
25 -7183
Aerodynamic Multipliers
Two Patty Adhesive Set System
Restoring Moments Due to
Gravity
TAS 112
Date
March, 1995
March, 1995
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Oct. 1994
Aug. 1994
Dec. 1998
March 1999
February 1996
April 1996
December
1996
March 1995
January 2007
April 1999
February 2007
January 2007
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 3 of 7
Table 3: Restoring Moments due to Gravity - M (ft-ibf)
Tile
Profile
2 ":12"
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Saxony
900
Slate,
Shake &
Split
Shake
Battens
Direct
Deck
Battens
Direct
Deck
Battens
••..
Direct
: Deok..
Battens
."
Direct
Deck
Battens
Direct
Deck
Battens
Direct
Deck
7.16
8.12
7.08
8.b$ •
••
-1
• 66 7•`
••• •.
- _
,.•
...
•:6b2
•• •
•
7.74
6.65
7.55
6.46
7.34
Table 1: Average Weight (W) and Dimensions (I x w )
Tile Profile
Weight -W (Ibf)
Length -I (ft)
Width -w (ft)
MonierLifetile Saxony 900
Slate, Shake & Split Shake
11.5
1.417
1.08
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 and its components
shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,
and RAS 120.
2. Data For Attachment Calculations
••
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• • • ••• • • •
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NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 4 of 7
Table 2: Aerodynamic Multipliers - X (ft
Tile
X (ft
X (ft
Profile
Batten Application
Direct Deck Application
MonierLifetile Saxony 900
0.289
0.313
Slate, Shake & Split Shake
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 and its components
shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119,
and RAS 120.
2. Data For Attachment Calculations
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NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09/07/07
Page 4 of 7
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Nall -On Systems
T ile
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
34.8
2 -10d Smooth or Screw Shank Nails
(Eave Clip)
31.9
31.9
32.2
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 PolyProTM
43.9
118.9'
Polyfoam PolyProTM
40.4'
3 Large paddy placement of 45 grams of PolyProTM'.
4 Medium paddy placement of 24 grams of PolyProTM.
Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf)
for Mortar Set Systems
Tile
Profile
•• • •. • • TUe • • • •
: A4Ac3tibrC :
Attachment
Resistance
MonierLifetile Saxony 900
Slate, Shake & Split Shake
• 1' • " � ' ' • •I�lurtar$e3 ' •
"
43.9
5. Tile -Tite Roof Tile Mortar • -•• • • •
Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf)
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 Attachment
Resistance
31.3`
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NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09/07107
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 ".
NAIL HOLES
•
MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2)
LOCATED UNDERNEATH TILE
BUILDING PERMIT REQUIREMENTS:
Application for building permit shall be accompanied by copies of the fallowing:
1. This Notice of Acceptance.
2. Any other documents required by the Building Official or applicable building code in order to
properly evaluate the installation of this system
PROFILE DRAWING
17 " OVERLAY
•. •.• • • • • • ••
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13"
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL)
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1 5/32 " (state)
1 9/32 " (shake)
NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Page 6 of 7
PROFILE DRAWING
MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL)
MONIERLIFETHV NAXOIY'Y NN'`Rrlek ROOF TILE (SHAKE MODEL)
ES TI F.' S4WEPTANCE
• .•• • • • •
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NOA No.: 07- 0711.03
Expiration Date: 04/26/12
Approval Date: 09 /07/07
Page 7 of 7
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
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 product or
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO
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 Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Polypro® AH160
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01 -0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by J; rge L. Acebo.
•
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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
NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category: Roofing
Sub Category: Roof tile adhesive
Materials: 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® AH160 N/A TAS 101
Foampro® RTF1000
ProPack® 30 & 100
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Note:
N/A
N/A
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
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.
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Product Description
Two component polyurethane foam
adhesive
Dispensing Equipment
Dispensing Equipment
Results
1.6 lbs./ft.'
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs./Ft
3.1 Perm / Inch
+0.07% Volume Change @ -40 F., 2 weeks
+6.0% Volume Change @158 100%
Humidity, 2 weeks
86%
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency 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
25 -7492 SSTD 11 -93 12/12/95
Miles Laboratories 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 11/16/94
01- 6739- 062b[1 ] ASTM E 84 01/16/95
Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96
Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98
528454 -9 -1
528454 -10 -1
520109 -1 TAS 101 12/28/98
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1 TAS 101 • 03/02/99
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 Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A}1160 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.
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NOA No.: 06- 0201.02
• • • Expiration Date: 05/10/11
• • • • • Approval Date: 04 /13/06
• • ••• Page3of7
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Placement
Detail
Single Paddy
Weight Min.
(grams)
Two Paddy Weight
per paddy Min.
(grams)
Flat, Low, High Profiles
#1
35
N/A
High Profile (2 Piece
Barrel)
#1
17 /side on cap and
34 /pan
N/A
Flat, Low, High Profiles
#2
24
N/A
Flat, Low, High Profiles
#3
8
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® 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 Polypro® A11160 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 adhesive.
The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as
determined at calibration. No other settings shall be approved.
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing
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 minutes after
Polypro® AH 160 has been dispensed.
9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
LABELING:
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building.Or o; appliciab1P b gilding code in order to properly evaluate the
installation of this system: • • • • • • • • •
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• • •
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NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04 /13/06
Page 4 of 7
1) Place enough adhesive to achieve tl to 23 optional Astor
square Yates in contact with thepantile steep pitch ageOcatbns
1) To l in. From outside edge of a cover adhesive N`
To tframoulaafrovedle.
Theo held the the.
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ADHESIVE, PLACEMENT DETAIL 1
SINGLE PATTY
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NOA No.: 06-0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 5 of 7
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
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NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 6 of 7
Nall through plastic cement
3 in.
t x3in.
Single paddy on
wider-
lament
SIB919 PaddY
nder-
ley
under the
Eave couse
sinOe _ / � in. p T medium
on top of the sba paddy eaYe
course only
Side paddy
on top of tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Paddy
(between tile)
Paddy
(under tile)
Eave Course
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Single paddy under the
Single paddy between the
2 in. x 71n. medium
cote paddy save
course only
Single paddy
between the
Eave Closure
2 in. x1 In. medium
Fasci paddy save course only
:. tifetilA :
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NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04 /13/06
Page 7 of 7
"Delivering Excellence Every Day"
HIGH 'VELOCITY HURRICANE SECTION 1524
ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 f
the Florida Building Code, Building govern the minimum requirements and standards of the industry P o of
system installations. Additionally, the following items should be addressed as part of the agreement be r t h e
U ri -; and the contractor. The owner's initial in the adjacent box indicates that the item been explained.
the
an 1. Aesthetics-Workmanship: The workmanshi
Zone) are for the P provisions of Chapter 15 (High Velocity fIurricane
purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consjderation with respect to wor
. provisions. Aesthetic issues such as color or architectural a kmanshrp
' addressed as part of the agreement between the owner and appearance,
toe not part of a zoning code, should r.
2. Renailing Wood Decks: When r 1
a ed in accordance with the current provisions r of Chapter , 16 the (High Velocity of deck may have to be
13 � ding Code. (The roof deck is � tY Hurricane Zones) of the Florida
rs usually concealed prior to removing the existing roof system).
[I(1 Common Roofs: Common roofs are those which have no
is (i.e. townhouses, condominiums, etc.): In buildings with common roofs, delineation
th roofing contractor and/or
er should notify the occupants of adjacent units of roofing work to be performed. and/or
WM I 4. Exposed Ceilings: Exposed, open beam ceilings are where
wed from below. The owner may wish to maintain the architectural appearance, dtherefore, ro fi decking can be
netrations of the underside of the decking may not be acceptable. The Florida Building Code pro
oig on of maintaining this appearance.
A risi 5, Ponding Water: The current roof system and/or deck of the b
` e water to Pond (accumulate) in low -1 uildrng may not drain well and may
¢istressand may low-lying areas of the roof. Ponding can be an indication of structural
✓ y 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
rs find system is removed. Ponding conditions should be corrected.
6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the is not
erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block roof this discharge if
rflow scuppers (wall outlets) are not provided. It ma be necess g
the F Ali Building Code, Plumbing. Y to install overflow sc uPPe in accordance
Ira 7• venl3i on: lvtost roof stturolurtseshould have some ability t
o t s� ,�ssem (the buildin ty to vent natural airflow through the interior
g i e 1tj . hi sfing amount of attic ventilation shall not be reduced. It
y be benefick to consider additiiona1444ng'wltich Can result in extending the service life of the roof.
Owner's/Agent's Signature: L.
Date:
Contractor's Signature:
Permit Number:
'roperty Address: -
Owner's Notification Form
1
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tileJ// q/D ocuments% 20a nde/. 20Settings/sky/Desktop/SECT[ON_ 152411 1.htm9/27/20fl7 s.aA.ng A AA
. •
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
1
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW.
1. Fire Directory Listing Page
2. From the Miami -Dade County Notice of Acceptance
► NOA Cover Sheet
► NOA Specific System Description
► NOA Specific System Limitations
► NOA General Limitations
► Applicable Detail Drawings
3. Design Calculations per Chapter 16, or if applicable, RAS 127
4. Other Component Notice of Acceptances
• 5. ,Municipal Permit Application .. • •
6. -.Owners Nodificatiod ft; itdbliganilderations (Appendix " F"
Repairs Onll!• ••.••• • .
7. Any Requirrtt Rbbf Tebfing7Caltutatioh Documentation
Any other additlttndC6ata reasonably hluirbd by the Building Official
to determine fife Mtn bf th8 rbofi
• • •• • • • y t
••
• ••• • • • •
••• • •
• • •
•
• • • • •
• • • • •
• • •• ••
••• • •
f1n•//!`• 1T1 .........e..a..o / 0 1n-- .1ei nnc, _..•
• INSTRUCTION PAGE
ATTACHMENTS REQUIRED
Page 1
• • • • •
• • • • •
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• • • • • • •
• • • •• • •
• ••• • •
or RAS 128
Form) Re- roofing or
Page 1 of 1
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A, B, C
1,2,3,4,5,6,7
Prescriptive BUR RAS 150
A, B,C
4,5,6,7
Asphaltic Shingles
A, B, D
1,2,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,3,4,5,6,7
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
. •
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
1
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW.
1. Fire Directory Listing Page
2. From the Miami -Dade County Notice of Acceptance
► NOA Cover Sheet
► NOA Specific System Description
► NOA Specific System Limitations
► NOA General Limitations
► Applicable Detail Drawings
3. Design Calculations per Chapter 16, or if applicable, RAS 127
4. Other Component Notice of Acceptances
• 5. ,Municipal Permit Application .. • •
6. -.Owners Nodificatiod ft; itdbliganilderations (Appendix " F"
Repairs Onll!• ••.••• • .
7. Any Requirrtt Rbbf Tebfing7Caltutatioh Documentation
Any other additlttndC6ata reasonably hluirbd by the Building Official
to determine fife Mtn bf th8 rbofi
• • •• • • • y t
••
• ••• • • • •
••• • •
• • •
•
• • • • •
• • • • •
• • •• ••
••• • •
f1n•//!`• 1T1 .........e..a..o / 0 1n-- .1ei nnc, _..•
• INSTRUCTION PAGE
ATTACHMENTS REQUIRED
Page 1
• • • • •
• • • • •
••• • • • •
• • • • • • •
• • • •• • •
• ••• • •
or RAS 128
Form) Re- roofing or
Page 1 of 1