ROOFINGSTATE OF FLORIDA, 1
COUNTY OF DADE.
ss.
APPUDCATOON FOR SLIOD_OORI(M P[=
BUILDING INSPECTION DEPARTMENT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
� ��.
Date ... -- i - - 7 - �.�_
rl
Owners Name and Address No Street— g
Na me a d add res s of l d contractor i=ii i _- g'
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done III A .& g s � gg�
_ _
State work to done and purpose of bui ding by floors)
e-Roof 29 4. O
Chainnan
Member
Member
Council Approved Date Disapproved
8
53
R�dOV
- - - — - - - -- and for no othel purpose.
New Building Remodeling Addition Repairs No. of-Stories
To be constructed of Kind o foundation Roof Covering am&
Estimated Total cost of improvements $ 2. • W Amount of Permit $
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws o Florid., Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contrac. • sub- •tractors employed by 1'
in the work to be performed under this permit; and will post or cause to be posted i sp et o on t site o t e work such public n gide
or notices as are required by the Act. The undersigned agrees to employ only sue su o ors o ork / o be performed under / t15i
permit, as are licensed by Miami Shores Village.
Remarks.-__ (Signed)
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval
the Planning Board.
A re-inspection fee of $1,00 will be charged when such re- inspection is made necessary by improper notice
materials and /or workmanship.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the_
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No._ _K (---
Date __ Reacworn to a Subscribed before me.
Disapproved ] Dat
(Signed) - 4 7 Building Inspecto y
Notary Public, State of Florida
Commission ExppirtlaIARY.Pi1RI it .,- SIATE.ot.B.DRIDLA LAR _.
MY COMMISSION EXPIRES JUN. 14, 1994
PLINING BOARD DATE DED THROUGH FRED W. DIESTELHORST
Member
Member
Member
Date
has been obtained from
for inspection or faulty
Date i /-- / /49 - Job Address / /, " t- % Tax Folio / / - / a
Legal Description ✓ /P/
Owner / Lessee
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
/
Tenant //l'✓iv
Pd/fie/GJ Gee , ^// oc,' Master Permit # 370 ,
Owner's Address / /^//z 9 l 6. -'4 Phone 7- / - 73'33
Contracting Co, -.i€ leS 6 "Coe d —. Address
Qualifier s h. 0
ss#
Phone
State # 7/N Municipal # Competency 4k Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION /� /!Q � . �� � °Z.
Square Ft. r ,p F/E
Signature of owner and /or Condo President
Date: Dat
Notary as to Owner and /or Condo President
My Commission Expires:
** * * * * * * * *
o `
FEES: PERMIT 3 RADON C.C.F.
APPROVED: Fire
Zoning Building
Mechanical Plumbing
Estimated Cost(value)
•
co
Other
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I
authorize the above -named contractor to do the work stated.
nature of Contractor or Owner- Builder
Notary as to Contractor or Owner- Builder
My
tARY SEAL
SANDRA M MONTIEL
* COMMIISSIOM NUMBER
*CC4$*261 *
**
�� �\ M A G �..e.._ 17 1?Q�
� � COMMISSION .EXP.
OF
V - Electrical
Engineering
Legal Description/4) �
-a
Signatur
Date:
My Commission Expires:
** * *
APPROVED:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date / — / ' �Job Address /7 /` (1' 97
Owner / Lessee / Tnan�`? vs�f , J �� /'f� c• ies
r �Y
Owner's Address //
Contracting Co..- 6 -)5 Q u A '/s -4-f
Qualifier\
State 0 7/V7 Municipal 0 Competency 0 Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft. / t Estimated Cost(value) / 4 /ter
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermor , I
authorize t ,he abov rnamef contractor to do the work stated.
ondo President
/4A03 �a
Notary as to Owner and /or Condo President
,: �• EMMA M. GRANT
' ' = MY COMMISSION N CC 231686
1411 , :;; EXPAES: September 27, 199
':„1 h Bonded Thru Notary b',ic tindenvdters
FEES: PERMIT RADON C.C.F.
Zoning
Mechanical
Phone ‘,1" ,
r ature of `Contractor or Owner- Builder
e:
* * *
)
Tax Folio ° )
Master Permit 0 ,W
Phone
f.
Engineering
/0-43 � �v_4_ )77. --
Notary as to Corf at tnr nr O,fn Ru lid ,r
My Commission E Plioet; EMMA M. GRANT
:. MY COMMISSION # CC 231686
• - EXPIRES: September 27, 1996
' Bonded Thru Notary Public UndenwIters
NOTARY TOTAL DUE 15i'616
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
Test Location
Uplift Pull
Test (P or F)
1
dV#
26
5
5
— 43 6 1/4
2
27
52
3
28
53
4
29
54
5
30
55
6
31
56
7
4PA 9'
32
57
8
33
58
9
34
59
10
35
60
11
36
61
12
37
62
13
38
63
14
39
64
15
40
65
16
41
66
17
42
67
18
43
68
19
44
69
20
45
70
21
46
71
22
47
72
23
48
73
24
49
74
25
50
75
Du Quesne & Associates, Inca
Consulting Engineers
Testing Laboratory
ON -SITE CONCENTRATED UPLIFT LOA TESTING OF RO i= TILE
IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
SITE SPECIFIC INFORMATION
Owner's Name: 'a I. 1 l,®� T7r� Permit #• A 2, 5 03
Job Address l t 4 Co ► L a- 1 - I 1 t.6 DES 1 •
Roofing Contractor: Q l.9 k \it 00 k V-1. `7
Type of Tile: A T U9 . I 3 Date Installed 7 .24 4 1
Approximate Roof Height' 4 feet Roof Pitch - i 2 —
Type of Access to Roof: Scaffolds v.. Ladder Other
Approximate Square Footage of Roof 2 30P ft 2
Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100
Date Tested ! ' 2 ' 9 48
SKETCH OF ROOF IN BACK 3. _,yo a� . ^ � 7 e 63 5,11 ,
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
QUALITY CONTROL TEST.
ED BY:
orge Du Quesne,
'via Engineer
.E. #24513
Du Quesne & Associates, Inc.
E.B. License #0005245
Lab Certification #94.0318.01
TEST RESULTS
P =PASS, F =FAIL
THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE
REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS.
Environmental ® Civil ® Structural
Builcliin Inspection Services
Please Note: This form is not valid unless
Company logo appears in
color (burgundy)
7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426
UTR 676
KETCH OF ROOF
JOB
SHEET NO
CALCULATED BY DATE
CHECKED BY DATE
SCALE
OF
NOTES*
KETCH OF ROOF
JOB 0, 441 1 q ? 97- .$
OF
SHEET NO
CALCULATED BY DATE Z /i 'C O
CHECKED BY DATE
SCALE
1M1 MBONIBEEMINMIEMPAIRMAI
DM= 11 1111 :1 WEi`E2■■■ ■■3i
MIINIIIIIIMIESISEINIMMINIPSII
InummammosummoircinmemPA
. r. M■■M■■►11■i11■■■`�■111 1
✓R111, ■l yF�■ /� , Emwdibmim
E:: �
I�IIIIII
■■ 11■■■11■■l■I1I!■1WE
AWN
111111P11111111rai
numporAimmormimaimos
oulArmsommir OM
1 111
T.
NOTES-
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 2— 9— 9 8 Job Address 1146 N. E. 97 Street Tax Folio
Legal Description Historically Designated: Yes No •
Owner/Lessee / Tenant n ` ° = " s , , ao J. o tic_ (Ai it, id ()Master Permit # 2 c 3
Owner's Address 1146 N.E. 97 Street Miami Shores Phone 751 -6031
ContractingCo. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue
Qualifier Carlos Arocho Phone 751-0382
State # RC 0 0 5 8 6 2 7 Municipal # Competency # 17 R 89 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as ppr
code, install eave drip and valley metals where required, mop on with
type III asphalt one layer of 901b. ASTM felt and install Spanish Clay
Altusa Tile with adhesive set.
Square Ft 37 G q Estimated Cost (value) $ 12,000.00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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 regula '. g construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Dale
e ;{ fy . MARYLOU HERNANDEZ
• ,.. ?;`• MY COMMISSION 0 CC 680474
, : ; EXPIRES: October 10, 2001
4,Ay ,. • Bonded Thni Notary Public Undenudtars
ature of owner and/or Condo President
1.: "I
Notary as to 0 er and/or Condo Presider _t=
My Commission Exp
fI
FEES: PERMIT 6 1 k RADON C.C.F. 7 . ° NOTARY
APPROVED:
Zoning Buildin-
Mechanical Plumbing
1—v vIc)ift-
Signature of Contractor or Owner- Builder a te
AO/
Notary as to Cofactor or Owner - Builder
My Commission Expires:
Electrical
„.tip. fi:4.. MARYLOU HEANDEZ
MY COMMISSION # CC 680474
.............. .•o EXPIRES: October 10, 2001
. Pf Bonded Thru Notary Public Underwriters
Date
1
BOND e%c"-°
TOTAL DUE. q 0-
Engineering
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF 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 this Notice of Commencement.
1. Legal description of property and street address: 1146 N. E. 97 Street
2. Description of improvement: Reroof to a new Tile Roof .
Interest in property: Own
Name and address of fee simple titleholder:N /A
6. Lender's name and address: N/A
13800 N.W. 1st Ave,-.
5. Surety:(Payment bond required by owner from contractor,
Name and address: N/A
Amount of bond $ 0 0
nature of owner
Print Owners Name l' / i2i e k / / /wei c'
Sworn to and subscribed before me this /,- day of ('4. , 19S
Notary Public
Print Notary's Name qNp _
My Commission Expires: EXPIRES October r lO. i
N Natant AIM,.
Miami Shores, Florida 33138
988099395. 1998 MAR 05 10 :31
3. Owner(s) name and address: (/ eagI ( jC v" o l / 0 l d D
1146 N.E. 97 Street Miami Shores, Florida 33138
4. Contractor's name and address: Quality Roofing Contractor, Inc.
iami, Florida 33168
r - TE OF FLORIDA, OOtfN'N
Ge;let 6 iv c221 FY P; ^c7i PNio is c Gruo efl 7 Ca0
Cr63inai in Phis nffico an cc t
i-PNESS my h ..1 rd 00 ?clot So .1.
GMVE RUV,;!
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:N /A
8. In addition to himself, Owner 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: N/A
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different dal is specified)
Prepared by: Carlos Arocho
Quality Roofing Contractor,
Address: 13800 N.W. 1st Avenue
Miami, Florida 33168
12a01-52 2/93
oa nq p DIA &c �e A.� F. % 9 3 Fr ee�
Contractor's Name: � ln�, . �- l � ( � T�f Job Address: // .
ROOF CATEGORY
❑ (Low Slope Application) ❑ (Nail -On Tile) E?(Mortar
❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other)
,__,__ ROOF TYPE
❑ New Roof IRe roofing ❑ Recovering ❑ Repair ❑ Maintenance
Flat Roof Area (ft Sloped Roof Area (ft s Total (f E , Master Permit No.
Exposure category (per ASCE 7 -88): (' Building Classification category (per AS 7 -88 table 1): '-A2
Ft.
Ft.
A
123.01-78 9/96
Deck type:
ATTACHMENT
Fastener Type:
Field:
DETAIL 1 & 2
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
ROOF HEIGHT AND SYSTEM DETAILS
(Draw details as needed)
SPACING
Perimeter: Corner:
Page -1
r
r
ROOF PLAN
Appendix "E"
UNIFORM ROOFING PERMIT APPLICATION
PROCESS No.
Ridge Ventilation?
Deck type:
MEAN HEIGHT I Gt
Moo I X(0'
z Umlerlayment:
Insulation:
D E T A I L 3
SLOPED SYSTEM DESCRIPTION
361b, Rs
PIP
12"
ROOM SLOPE
Fastener type & spacing:
Cap Sheet: . U
Roo overing
Drip edge:
�2 �e•�. F e/d
cewm
s ► /ftt.5q fa/24.e_
di-2p
.26,9A 94lVa„ %real ,t c e/'
r le
ATTACHMENTS REQUIRED
1) Fire Directory Listing Page
2) Dade County Product Control
Notice of Acceptance -Cover Sheet
a) Specific System Description
b) Specific System Limitation
c) General Limitations
d) Applicable Detail Drawings
3) Municipal Permit Application
4) Other Component Approvals
, 31
(Pmax1: 712.3 x a, (Aerodynamic Multiplier)'. q t ) -
.31
(Pmax2: /D3,7 X X. (Aerodynamic Multiplier) :3 ?. 15 ) -
,3I
(Pm ax3: /D3,9 x A, (Aerodynamic Multiplier):3 a • B , ) -
. TILE CALCULATIONS
M =M IQ.DI®PCA: if,(,.'O
M = M :2•(o.$'0 PCA: 6 SO
M 5 -3J = M :ZAP, PCA: 66-5
Page -2
1
1P%
i' :ODVCT CONTROL NOTICE OF ACCEPTANCE
Tile, Aim:Ir (USA), Inc.
.`Northwest 77th Avenue
FL :l3166
::pplicat;un ror Produc; .\ppreo•.al or:
... /[3/97
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130-1563
(305) 3
FAX (305) 375 -2908
INTERNET: mdcc0l f'Jshadow.net
PRODUCT CONTROL SECTION
(305) 375-2902
FAX (305) 3
.:: su Tile Nail-On, rtilurtar Set or Adhesive Set One !'iece
"S" Tilc Roofing Tile
,:hapter S or the Metropolitan Dade County Code ,overning the use or.\lternate
..:�tio•t ;Ind completely -1 � � taterials and T: aes of
described in the plans, specitications and calculations as submitted by:
T clrirulog ies, The Center for Applied Engineering, Inc.
recommended for acceptance by the Building Code Compliance Office to be used in Dade County.
under the specific conditions set forth on pages 2 -16 and the standard conditions on page 17.
.:aproval shall not be valid after the expiration date stated below. The Building Code Compliance Office
the rich: to secure this product or material at any time from a jobsite or manufacturer's plant for quality
tcstin 11 this product or material fails to perform in the approved manner, the Building - • . �r
,Code
Office may revoke, modify, or suspend the use of such product or material immediately. The
Code Cotpliance Office reserves the right to revoke this approval,
:npliance Office that this product or material fails to meet the requirements determined
ofthe S Florida Building
• - •:pense of such testing will be incurred by the manufacturer.
. C':: EPTANCE NO.: 96- 1030.03
Renews 94- 0914.0
E`I'IRES: 03/13/00
Raul Rodriguez
Produc: Control Division
Supervisor
S THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
COtNDITIO.NS
BUILDING CODE COMMITTEE
.: (or Product Approval has been reviewed by the rMetropolitan Dade County Biding Code
�� r :- '•::c_ Office and approved by the Building Code Commiuee to be use in .de County, F d, under the
set forth above.
Charles Danger, P.E.
Director
Building Code Compliance Dept.
Metropolitan Dade County
A ltusa Tile
A I1:)reria del Turbio, S.A.
Barquisimeto, Venezuela
Product Control No.: 96- 1030.03
PRODUCT CONTROL NOTICE OF ACCEPTANCE
ROOFING SYSTEM APPROVAL
CaateQor': Prepared Rooting
Sub- Catenorv: Tile
't•
r)C: Nall -on /Mortar SeL'adhcsive Set
— =_ Clay
Contact:
Carlos J. Fernandez
General Manager .
Altusa Tile, Almar(USA), Inc.
6645 Northwest 77th Avenue
Miami, FL 33166
(305) 471 -5830
Product Control No.: 9 6 - 1030.03
Approval Date:
Expiration Date:
System Description
Aifareria del Turbio, S.A. (Altusa), located in E3arquisinleto, Venezuela, manufacturers clay roof
for nail -on, mortar set or adhesive set applications. All tile is manufactured from natural Venezuelan
clays. This Product Control Ao royal relates to Altusa's "Altura S" file rofile. Refer to apnropriare
Product Control AD provals for other tile rofiles.
The "Altusa S" tile profile is available in a variety of natural clay colors and has neat ping trim
pi;'ces used for rake hip, ridge hip, and valley.terminations. These accessories are nlanufactu ed for all
profiles and form a part of this Product Control Approval. Optional rubber or clay eave dos res are also
il.�ble.
•
Altusa roof tiles have been tested in compliance with the South Florida Building Cod
requirements for clay, nail - on, mortar set or adhesive set tile applications. The minimum roo slope for
the "Altusa S" nail - tiles shall be 2 ":I2 ". See the "Profile Drawing" secti in
".� Ittssa S" profile drawing. The "Altusa S" profile has been tested for both w ind f characteristics and static
u )li!'t performance, therefore, any consideration for installation shall be done as a'Moment:Based
System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval.
•
Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under con for
selling and distributing Altusa products in the South Florida jurisdiction. 1
February 13. 1997
Februarl• 13, 2000
Frank Zuioaga
Plans Examiner, ProducjControl Division
I •
Product Control (No.: 96-100.03
TRADE NAMES OF PRODUCTS MANUFACTURED OR
LABELED BY APPLICANT
Test • Product
Product Dimensions Specifications Description
A hose One Piece "S" 1 m ! 3" PA 112 High profile clay roof tile for direct
Tile w a I"
deck or battened nail -on, mortar or
/," thick adhesive set applications:
Head -lap mina
2
Exposure max.
Icy
1 = varies
w = varies
A 112
1
Accessory trim, clay roof p Ices for
use at hips, rakes, ridges and valley
terminations.
Frank Zuloaga
Plans Examiner, Product Control Division
Product
A Felt
::43 Coated Base
: :neral Surface Cap
Slect
Dimensions
N/A
N/A
N/A •
! enzingtex•7_t3 140 59" x 164' roll
Uaderiayment 22 Ibs/roll
Rainproof it
water Shield+
36" x 75' roll
Mopping Asphalt
Flashing Cement
A
Product Co
TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS
30" x 75' roll
36" x 75' roll
or
60" x 75' roll
N/A
N/A
Test
Spcciticat[ons
ASTM D 226
type!!
AST,[ D 2626 Saturated and coated
•
organic base sheet for
single or double ply
underlayment.
ASTM D 249
PA 104
PA 104
PA 103
ASTMD3I2
type II[ or IV
ASTM 0 4536 Cut back, asphalt
based, asbestos free,
fiber reinforced,
trowel grade cement
for repair and flashing
applications.
Frank Zuloraga
1 >l.ne I:.. ...:...._ .,__ -,
Product
Description
Saturated organic felt
to be used as a nailed
anchor sheet.
Mineral surfaced
asphalt roll roofing
for use as a top ply in
a double ply
underlayment system.
Single ply, trail -on
underlayment.
Single ply, nail -on
underlayment with 2"
self - adhering top
edge.
Self-adhering
underlayment for use
as a top ply in a two
ply underlayment
system with
Approved "30 or #43
as the base layer.
Asphalt for bonding a
mineral surface cap to
a mech, attached base
sheet in a double ply
underlayment system.
Pro
w
Pt
w
W.R. Grace Co.
with current PCA
i
Manufacturer
generic
gen'e?ic
generic
generic
generic
Lenzing
rformance, inc.
th current PCA
ect -O -Wrap, Inc.
th current PCA
trol No.: 96- 1030.03
Tin Caps
wood Battens
Hurricane Clip F<
Fasteners
min. 34a.
min. , I V," o.d.
max., 2" o.d.
horizontal
min. I" x 4" for use
with vertical battens
or
min. I" x 2" for use
alone
PAI14
Appendix E
5
Product Contr
Test
Product Dimensions Specifications
Asphalt Primer N/A ASTM D 4I Cut back, asphalt
based coating used to
facilitate bonding of
dissimilar materials.
Roofing Nails min. 12 ga. with PA 114 Annular ring shank,
'/ head Appendix E hot dipped, clectro or
mechanically gals.
roofing nails for use
in underlavntent
attachment.
Product
Description ,Manufacturer
Corrosion resistant .
circular disc for use in
underlaymcnt
attachment
vertical Wood Preservers Salt pressure treated
min. 1" x 4" Institute LP - 2 or decay resistant
lumber battens
Clips PA 114 Corrosion resistant
min. %" width Appendix E bronze, aluminum,
min. 0.062" thick stainless steel,
galvanized steel or
Clio Fasteners plastic attachment
min. Sd x 1%4" clips for supplemental
-+ tile attachment. Clips
are installed with
corrosion resistant
roofing nails
compatible with the
clip. A hurricane clip
is required on all
nail - eave tiles.
Roof Tile Mortar N/A PA 123 Prepared mortar mix Be
(" TileTiter "')
designed for mortar Co
set roof tile with
applications.
Frank Zuloaga
Plans Examiner, Product Control Division
No.: 96- 1030.03
generic
generic
generic
generic
generic
- muda Roof
mpany, Inc.
current PCA .
Roof Tile Adhesive
( "PolyprolD M
Valley Flashing
Drip Edge
A '
...
Product Tat
Dimensions Specifications
Roof Tile Mortar N /A, PA 123
( "Quikrctc® Roof
Tile Mortar /11140")
min. 26
min. 1 6" width.
min. 26 ga.
min. 2" face flange
min. 2" deck flange
AST\1 A 525
1
N/A f See PCA Two component
polyurethane adhesive
• designed for adhesive
sct roof tilt
applications.
Prepared mortar mix uikrete Construction
designed for mortar Products
set roof tilt with current PCA
applications.
Galvanized steel
valley clashing
PA 111 Galvanized steel drip
edge
Product Control No.: 96- 1030.03
- Product
Description, -
Frank Zuioaga
Pins Examiner, Product Control Divisir,,
Manufacturer
olyfoarn Products,
Inc.
vith current PCA
generic
generic
Test Agency
Tesrwell Craig Laboratories
Consuhants, Inc.
Red land Technologies
Redland Technologies
Redland Technologies
Redland Technologies
Redland Technologies
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.
A
TEST REPORTS
Test Identifier
Lab. ItAAP-2
7I6143"
Appendix 111
7161.03
Appendix 11
• .
31.
Letter Dated An. 1.
P0631-01
PO402
:•
• 7161-03
Appendix Ill
94-83
94-084
25-7200-1 .•
Project No. 307025
Test iIMDC-78
Test Name/Report
. , • .
• ASTM 1167
Static Uplift Testing
• PA 102
Wind Tunnel Testing
PA I OS
(Nail-On)
1994 Wind Tunnel Testing
' PA 10S,
• — • • (Nail-On)
Wind Tunnel Testing
• PA IOS •
(Mortar Sc)
Static Uplift Testing
PA 102(A)
Static Uplift Testing
PA 101
(Adhesive Set)
Static Uplift Testing
PA 101
(Mortar Set)
1
Product Contr
Withdrawal Resistance Testing
of screw vs. smooth shank nails
Static Uplift Testing
PA 102
(Quick-Drive Screws, Battens)
Wind Driven Rain
PA 100
•■•
,
.• • Frank Zuloaga
Plans Examiner, Product Control Division
YATFR
No.: 96-1030.03
• pate
Oct. 1994
Dec. 1991
Dec. 1991
Aug. 1994
July 1994
Sept. 1993
Dec. 1991
April 1994
lay 1994
reb.I995
sz —
ct. 1994
Deck Type:
Deck Description:
SYSTEM 0:
Siope 16tIge:
linderlayment:
iZoo ling Tile:
Common rs:
•
I
i I
I
New construction ' or greater plywood or wood plank.
Mortar orAdhesive Set Application
Install tile in compliance with Dade County. Application Stan ard PA 120.
,
(See "Data:for Attachment Calculations" included in this Approv, 1.)
, • !../;',
I. For re-roof applications, "i plywood is an acceptable substrate.,
•
2": ! 7 " Co 7'!:1.2"/
Note: System 1) is only acceptable in this slope range. For slopes in excess
••
of 7":12", refer to Systent C.
lnsalI underlayment system in compliance with Dade Cottin y Application •
Standard PA 120. (See System Limitation #5.)
• Wood, Non-insulated
k
•
SYSTEMS
(CONTINUED)
1
t. . ;• •
41114 411111110
Frank Zuloaga
„.; Flans Examiner, Produ:i Control Division
Product Contr 1 No.: 96-W30.03
i
j �•i:usa 'S' Tile
'S' Tile
Tile
Profile
.
Tile 33":12" 4 ":12 "� � S 12' , .. 6":12"
Profile i or Tess
I Battens' Direct Battens Direct Battens Direct Battens
Deck ) Deck Deck
j_.■:usa 'S' 'file: 1.47 j 5.35 4.40 I 5.27 I 4.31 5.10 4.20
Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
from PA 102 and PA 102(A) Testing
j Tile TILE APPROVED AP AVES CLIP
PPROVED
I PROVEDr APPROVED
Profile APPLICATION NAILS.. SCREWS FIELD CLIP
WITH: . WITH:
1 1 nail 12 nails 1 1 screw 12 screws 1 nail 1 2 nails 1 nail 2 nails
'..Attusa 'S' Tile I Battens 1 N/A 1 N/A I N/A 26.80 N/A N/A /A N/A
I Direct Deck 1 6.20 1 8.40 ! 28.70 58.20 21.20 1 25.30 2 .90 34.90
1. Qui:% - Drive screws installed in two manufactured holes located 1 and 1 from the head o'f the tile.
Table 4: Attachment Resistance Expressed as a Moment - M, (ft-lbf)
from PA 101' Testing
Tile
Profile
1
DATA FOR ATTACHMENT
CALCULATIONS
Table 1: Aerodynamic :Multipliers - k (ft')
. X (ft')
Batten Application
Table 2: Restoring Moments due to Gravity - M, (ft -Ibf)
from PA 102 Testing
Tile
Application
Mortar Set .
Adhesive Set
0.29 1 0.3
Product Contrd •b.: 96 t030.03
Direct Deck Application
Direct
Deck
5.03'
Attachment
Resistance
24.50
66.50
.. Frank Tuloaga
"•: . Plans Sxamincr, Product Control Division
. 7 " :12" or
greater
Battens Direct
Deck
4.08
N/A
d
•
•
1 0"
J ?K OFILE Du vjNc
• - - ALTuSA " S" CLAY ROOF TILE
ua y
_ 1 •
13
/
DOVE- TAIL--
+� ..3
LOCKS
• Product Control No.: 96- 1030.03,
uloaga
9 :,: rE7.: : Plans Examiner, Product Control lNvisio
NAiL
HOLE
; •
BIRD STOP
.•
NORGE DRAWING
At.iusA "S" CLAY ROOF TILE
ACCESSORIES
NA1.1_
1-fOr E - ..
...N
e-- •
, . .. • ,
.,/ • v;• -w4, -
• , - e
.1
,...
s•-• -t-,
, • -,
s.....
.//
4 , ......•
1..
s
• n-:
Frarr uloaga
. • Plans Exerr.iner, Product Control Division
Product Contr 1 No.: 96-10.j0.03
GABLE- AKE
•;.
-r J.. . .,
J' •
L 1 •
PROFILE DRAWING
APPROVED SCREW
15
2.43"
•
h0
Product Conxol No.: 96- 1030.03
.'�
H
•
;f Frank Zulozga 1"
Plans Examiner, Prod:.;;
Control D•,vis on
0.1 T3"
SYSTEM LIrti1(TAT(ONS
Product Control
I . The standard minimum roof pitch for Altusa "S" high profile tile shall comply with ade County
. Application Standards PA 113, PA 119 or PA 120. depending on the method of installation.
For nail -on applications, fasteners for mechanical attachment of tiles shall have a he d diameter •
Iar•cr than that of the preformed holes in the tile.
System installation shall be in compliance with the system specifications outlined in his Product
Control .Approval. The method of attachment utilized '
ilize;': „ :t,! provide .zut attachment resistance
' : ..sse(! as a moment to meet or exceed the required mt)n1CM of i stance determined in
r.)pli once wit!) Dade County Protocol PA 115 or PA 127. Altusa "S" Tile tilt profile has been
tested For both wind characteristics and static uplift performance, therefore, attachment calculations
installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System'.
For mortar or adhesive set tile applications, a field static uplift test by a Dade Count accredited
testing agency, in compliance with Dade County Protocol PA 106, shall be performed
11 orta :'set file applications, 30/90 hot mopped tii)(!crlayillt'.I)I applications b`
i� ) (. ItICj311::(I
1)er2endicul,ar to the roof pitch unless stated otherwise by the underla;•ment material manufacturer's
published literature.
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or nucleation in the field. r logo for
Applications for roofing permits shall include a completed Sectionll of the Uniform 8 ilding
Permit, a copy of Pioneer's current specifications and details, a copy of this Product Co trol
Approval and a copy of the Product Control App of any Roofing
!'reposed tile application. Reference shall be m ade to appropriate data for the required ire
l :e applicant shall retain the services of a Dade County certified testing laboratory to n aintain
q uality control in compliance with the South Florida Building Code and related protocols. Samples
: shall be in compliance with Dade County Protoco( PA 1 12, Appendix 'A'.
16 mi
fr3A:: �ulo ^iii
PI :tnc Ex;:r.)i ^cr. Product Control Division
No.: 96- 1030.03
AItusa Tile, Almar (USA), Inc.
6645 Northwest 77th Avenue.
P1 33166
ACCEPTANCE NO.: 96
APPROVED : Fcbrua
EXPIRES : Fcbrua
NOTICE OF ACCEPTANCE STANDARD CONDITIONS
of this Acceptance (approval) shall he considered after a renewal application has been tiled and
:he or i in.Ii submitted documentation, including test supporting data, engineering dacurn nts, are no older
::t an (3) years.
_. :1.:1;• :..:d ail approved product :; .;hla!! be permanently labeled tt' the manufacturer's city,
and Ifll Ih � l Jr.,`! 'S flail/ state, and
: t t,1.1�'in ;;atement: "I)ade County Product Control ` �
c; of Approved', or saecitically statrd in the specilic
condition.; this Acceptance.
Renetv!:; o Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evallration of
this product and the product is not in compliance with the cod changes;
ht) The product is no longer the same product (identical) as the one originalI npplioved;
c) If the Acceptance holder has not complied with all the requirements or this acceptance,
including the correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required document
initially submitted , is no longer practicing the engineering profession.
Any revision or change in the materials, use, and/or manufacture of the or process pall
automatically be cause for termination of this Acceptance, unless prior %%Thten approval hai been requested
(through the fling of a revision application with appropriate fee) and granted by this of cd.
5. Any of the following shall also be grounds for removal of this Acceptance:
r) Unsatisfactory performance. of this product or process:
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice: of Acceptance number preceded by the words Dade County, Florida, and followed by the
e.xpiration date may be displayed in advertising literature. irany portion of the Notice ofA6ceptance is
displayed, then it shall be done in its entirety. .
7. .a copy of thi Acceptance as well as approved drawings and other documents, where it apples, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at Ih:e job
site at all times. The copies need not be resealed by the engineer.
Failure to comply with any section of this Acceptance shall be cause for terrnination and removal of
Acceptance.
This Acceptance contains pages I through 17.
END OF THIS ACCEPTANCE c
(7
Fran, u oaga
Plans Examiner, Product Control Division
Product Control No.: 96-1030.03
0.03
13, 1997
13, 2000
Issue Date: 8/15/2006
Owner's Name: J PATRICK VILLOLDO
Permit Type: Roof
Work Classification: Roof - New
Job Address: 1146 97 Street NE
Additional Information
Miami Shores Village, FL
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit
Expires: 02/14/2007
Contractor(s) Phone
OBENOUR ROOFING SHEET META 305 - 757 -2612 Yes
Primary Contractor
Comments:
RE -ROOF MONIES ESPANA FLORIDA BLEND COLOR THRU ADHESIVE SET
Type of Work: Re -Roof Additional Info:
Classification: Residential
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.
Building Department File Copy
Applicant Signature
Parcel #:
Block:
Section:
Re • uired Ins•ections
Tin Cap
Hot Mop
Tile In Progress
Up Lift Report
Final Roof
Permit Status: APPROVED
Permit Number: RF - - - 2144
Phone:
1132050170160
Lot:
PB:
Total Square Feet: 3008
Total Valuation: $ 25,000.00
Fees Due Amount
CCF $15.00
Education Surcharge $5.00
Permit Fee - New Roof $325.00
Scanning Fee $6.00
Technology Fee $8.13
Total: $359.13
Invoice Number
RF - 8 - 06 - 25910
Total:
Amt Due
$359.13
OAT i b if6-9
Amt Paid
NOTICE: In addition to the requirements of this permit, there may be
additional restrictions applicable to this property that may be found in the
public records of this county.
AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER
GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT
DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES.
RE -ROOF MONIES ESPANA FLORIDA BLEND COLOR
THRU ADHESIVE SET
Passed
Inspector Comments
3 4-€F
O- -
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Inspection Date: 02/01/2007
Inspector: Grande, Claudio
Owner: VILLOLDO, J PATRICK
Job Address: 1146 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
C`
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Building Department Comments
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132050170160
Lot:
Phone: 305 - 757 -2612
Wednesday, January 31, 2007
Page 1 of 1
GEOTECHNICAL
ENVIRONMENTAL
HYDROGEOLOGY
ASBESTOS
CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH
METRO -DADE COUNTY PROTOCOL TAS -106
MIAMI, January 27th 2007 PERMIT No. RF062144
CLIENT: Jim Obenour: OBENOUR ROOFING 9301 NE 6 Ave suite A -101 Miami shores, F133138
PROPERTY ADDRESS: 1146 NE 97 Street Miami shores, Fl
TILE TYPE /ATTACHMENT: Spanish S roof tile polyfoam s
Testing Equipment: Humboldt Scale Model H -4620
Test No. Test Location
01 - 41 Field See Sketch Below
42 - 55 Corner See Sketch Below
56 - 67 Perimeter See Sketch Below
68 - 79 Ridge caps See Sketch Below > Than 35 LBS
ROOF TILE UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS -106
Sincerely yours,
r
DYNATECH ENGINEERING CORP.
n
16
6T 6N
H
Wissam Naamani, P.E.
DYNATECH ENGINEERING CORP.
Florida Reg. No. 39584
Special Inspector No. 757
/ __�._ - ...w..‘‘
IIIIWalet. ' 11
to .,
ROOF SKETCH
et.
Field Uplift Pull Test
> Than 35 LBS
> Than 35 LBS
> Than 35 LBS
63
0
s
•
Test Result
Passed
Passed
Passed
Passed
TESTING LABORATORIES
DRILLING SERVICES
INSPECTION SERVICES
ROOFING
A
N
750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone (305) 828 -7499 ° Fax (305) 828 -9598
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
1
Inspection Number. I NSP- 2472'
Inspection Date: 12/19/2006
Inspector: Grande, Claudio
Owner: VILLOLDO, J PATRICK
Job Address: 1146 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Building Department Comments
Monday, December 18, 2006
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Roof - New
Phone Number
Parcel Number 1132050170160
Lot:
Phone: 305- 757 -2612
Page 2 of 2
l
/
Inspector Comments
Passed 0
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
1
Inspection Number. I NSP- 2472'
Inspection Date: 12/19/2006
Inspector: Grande, Claudio
Owner: VILLOLDO, J PATRICK
Job Address: 1146 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Building Department Comments
Monday, December 18, 2006
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Permit Type: Roof
Inspection Type: Tile In Progress
Work Classification: Roof - New
Phone Number
Parcel Number 1132050170160
Lot:
Phone: 305- 757 -2612
Page 2 of 2
Inspection Date: 09/21/2006
Inspector: Desharnis, George
Owner: VILLOLDO, J PATRICK
Job Address: 1146 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Building Department Comments
Wednesday, September 20, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Pert
Inspection Type T
Work Classification: R
Jf 14d f
Phone Number
Parcel Number 1132050170160
Lot:
Phone: 305 - 757 -2612
Page 1 of 2
Infractio Passed Comments
TIN CAP SPACEING False
Passed
Inspe Comments
�J . ` f p L„ e e S
4:4-2
j 1-10
ida-- Needed
7/..2--/
6
a
Failed
Correction
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: 09/21/2006
Inspector: Desharnis, George
Owner: VILLOLDO, J PATRICK
Job Address: 1146 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Building Department Comments
Wednesday, September 20, 2006
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Pert
Inspection Type T
Work Classification: R
Jf 14d f
Phone Number
Parcel Number 1132050170160
Lot:
Phone: 305 - 757 -2612
Page 1 of 2
ciocum Miami Shores Village
blmo(p Building Department
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No. � Ob
Master Permit No.
Plumbing Mechanical
Owner's Name (Fee Simple Titleholder)(. *: rii (5. 1/1 1 b Phone #
Owner's Address 1/ / 1)i I � 7 $
City f t y i dint �h 1 n State Zip 3 3) ?. '3
Tenant/Lessee Name Phone #
Job Address (where the work is being done)
City Miami Shores Village County Miami -Dade
Is Building Historically Designated YES NO
Contractor's Company Name OZ( /2/,JZ, jf
Contractor's Address 7 Q) (pm civi
City kilo j) State Ft, Zip
Qualifier cOqr
Phone #
Zip 3
3/ 3
State Certificate or Registration Nq 8 ( f )(i - Certificate of Competency No. (`)( 6
Architect/Engineer's Name (if applicable)
$ Value of Work For this Permit ,� 7 3 3 . s
Type of Work: ❑Addition
Describe Work:
Submittal Fee $
Notary $ Training/Education Fee $
Total Fee Now Due $
(Continued on opposite side)
❑Alteration
DNew
Phone #
Square Footage Of Work: 300e
* * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Permit Fee $
2jzs'
Repair/Replace ❑ Demolition
CCF $
Technology Fee $
Scanning $ Radon $ Zoning
Code Enforcement $ Structural Plan Review. $
marmml gi
2PYR mph B Y:. -
5 7(7 -2 �3
Bond $
CO /CC
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 the absence of such posted notice, the
inspection will not j e approved and a,rei i,rpection fee will be charged.
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The f, going instrument was acknowledged before me this 7
day of oi
20(j, by , day of 1 �,t , 2002— by
Signature
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
NOT.1Y PL L 1 LD t lI.CUDA
s> = 1)D46808
My Commission Expires ` /' m!4•. 5 J 1 1;T. 02, 2009
Print:
APPLICATION APPROVED BY:
chc 05/13/03
1
Signatur
as identification and who did take an oath.
NOTARY PUB C:
1viTIXPUII
My Commission ExpI : L�. ES�i� ?.009
ty �•1 tic Hor Co., Ir
Sig
Print:
************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** * * ** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
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.
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 this Notice of Commencement.
1. Legal description of property and street/address:
2. Description of improvement:
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address:
5. Surety: (Payment bond required by owner from contractor, if any)
Name and addres
Amount of bond $
6. Lender's name and address:
,I •
1 •
_
••••
7. Persons within the state of Florida designated by Owner upon whom notices or of • • • ••• •
p j��r�cume nts may be served as
provided by Section 713.13(1)(a)7., Florida Statutes, • • • • • • • •
Name and address: ••••
1
8. In addition to himself; Owners designates the follow' g person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address: ,.
9. Expiration da
differe t,d. t is •
1141
S .nalLrf of wner
Prin 'Iwner's Name
Sworn to and subscribed before me this g. day of
Notary Public
Print Notary's Name Vi Nj2(i3 /9 �.1��1
My commission expires: /I f
123.01 -52 PAGE 4 10/04
of hi
tice of Commencement: (the expiration date is 1 year from the date of recording unless a
WI 1'NE S
, 20
.NOTARY Pt.'T?i.CCSTAlE OF FIC.
D. I A_IT
i ndeJ Thi ::i .... ?,.:vd.LIg Cu., Inc,
id C1w,'y
• 'P,1, :.1! 'a, 6, i f tn:
V (' t? 7;-'Y tire: Iiu;; r5 true u11uc
Uu� offcv
dey of
into
; D. G,
Prepared by
1111 11
C IN 2 O06. IFSC E-.1446 1 55 44
OR Bk 24791 Psi 3326; r i p s )
RECORDED 08/04 /2006 13 :12:34
HARVEY RUVINr CLERK OF COURT'
MIAMI -DADE COUNTYv FLORIDA
LAST PAGE
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'_01 -45 5/03 PAGE 2
Master Permit No.
Contractor's Name
Job Address
�I Low Slope
❑ Asphaltic
Shingles
Florida Building Code Edition 2002
Hloh Velocity Hurricane Zone Uniform Permit Application Forth.
Section A (General information)
uto Us-4
Process No.
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
P Mortar /AdhesIve Set Tile
❑ Wood Shingles /Shakes
❑ Prescriptive BUR AS 150 Are there
Gas Vent Stacks?
Yes U No
ROOF TYPE Type: Natural U LPGX u
0 New Root [VRe- Rooting 0 Recovering ❑ Repair ❑
•Aaintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
L. vf. , " , 78.77-:";
.
• •
Section B (Roofer • • • • N. Sketch Roof Plan: Illustrate all levels and sections roof drains, scu • iiii scuppers and overflow drains. Include dimensions of sections and le 8ts,. cleartyt •
identify dimensions of elevated pressure zones and °cation of parapets.
PiI!flhiIII
. ...
•
1 1 0 11 011 1 104' hiPPP" I
,dgifirovilliolli 1
tiiiihk) '
maul
•
..
• •
• •
• •
. :
•
'1
Nrusocxin.. liTAZRIalatis ';.101i-g2 itlaQUTRXD Qw4up...Ei 40T1r:LCATI01.4
POIc ItOOPIUQ CONOIDURATIO11.a
pfirts,in to chia it ie clad
0.1 roofi concraocor co pv‹pvid4: ,,tin
ptrm - and E0 eNpiai.n co cht owner th4. oontent oi chirl Th4
pr or Ctla' cer 15 of che Piorida , en.Llaing f Cod, govrn
che minimum 1 and ac4nd4:. o the indUatry for roofing F.:vcem
ihacalIacion4. kdaitionalfv, the followino itome ohoula
h addreased 4.2
peixt of the agreemezt netwoon the . . - :7 , wnr and che oontr4ccor. Th4 owner.:4
initial in chc d::.olgnatoC Opace indioarc that the item hae been xplaIneo.
, .4,iathoclow-workilia.aahip; The workmanahip pcovii-;ion of C napte:t L5
nc (High Volocit), Hurricane :Zone) ara. for tha mr of providih. chat
roofin,D che wind r.caiatenc'e 4rld water antruAion
Aaethetio-a (appearance) 4re not a
conld4ration wic.n reapeet co workmaneh:lp
o prcifialon.a. Aeetnac)c
i,;-,4=Lad.EJ aa color r arch4.coccurial appearance, chat 4re c3af par: Of
a zoni code, dnould htr addreaaod of part c)f.. t;11
Ehe oWner anC, che
wopil Dacka; Whth replacin9 rc.ofiflg, tinc,3 wood
ToQlt dClk [Nzy nave c ba renaile.d accorde.nce with ch cur
pZt of (2 2 1 6,F__?.6 . (Hi9h. Velocity Hurrinans Zones) of tire. lT4e:
tiva
root dick 1.Li urtually ooncaled prior t.o
tem) removing the existdn9 :roof
co.a.44.4 Ropfa; eQfrunon roofs are tho2.5e which have no visi.ble
delineation bacween neiWiboving A.LiAi (i.e., cown.houees, condominiums,
cc.), In buildinye w1C.h common roofs, the roofin comraot and/or
ner should UOtif c
y .he occupanr.2 of adjacent uniti; of roofill9 WOrk.
be
ow 1-.ifformad.
4, xxpoaod otalttia#4 Exposed, ope:la beam ceilingd art,
n wilire. Lhe
,nd,,, o f cji, scoot- dickIn cA viewed from 'oelow. T he'clvenOr; may
w co maincain v.he erchitectuxel appearance; cherefora. rroangontail
penocracion:J Or che underaida of the tikeokiTig m=ay not ba aoCeptatte..
The providoo cha option of maintaining.thi appearance.
Poudiu5f Wocor; The currant roof sy4tem and/or deck of c.he but1414.
•
may not drain well and may cauas wacer 0D pond (accumdiat) in'lQw••
lyin9 areas of Lhe roof, Ponding can bct indiCatiod Ot EiCrUq1;141-giii
ditiitre dia and may raquire ct ot a protesional dtrucLur41%.*
enQineer. Pollding ma), shorted che
fl roofi axpectany and pelaoz
orj aw rlEi sy5tem. Ponding -fl..padicion$ may not be avideht•UUCL.
oorreczed.
Lhe roof3.bg iS removed. Ponding condit'Oni3 vroqulVtia
•• •
6, oys1-41c4w dupgaizo (veal °titian:1) IC LLO' reqiilted tir4L. rairAwatr
now off io 0 the roof is noc overloadod troM a buildup of water.
Perimectr/ed9e walls or ochar roof s.:,cten.-.;ion2 may block cni$' disc:hal:79s
it overflow scuppers ;wall outlec,z) ars not providsd. 1c may ba
requirsmsni:6 Oti
nectlaary co Inszall oysztlow 6 cupper4; in ofJord4ncs. wit.h.Chq,
7. V0wilatiora; MOgt roof ecruoturee ilould have iome 4bilicy co \,.11t.7
na.tural airflow throu94 cll interior of the structural assembly (ohe
buildin iceelo. Thie );;Letins:j 4monnc of acCic venCi14:C4ori ehall API;
be reduced. Ic may Y9 boneficial Co con or addiCional vencing whiCh
ciplin roei.14 *n e the e-r-vice.lif
,i f Ove roo-
41-TA0..1..1t10'43a-9XIAV;1,1.rP 04Eca
Si9ncure
0,00
• •
000*
•• •
• • •
• • •
•
• •
•
000•
00410
. •
00•0
• •
••••
0000
• • •
• ID •
Roof Slope:
:12
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Section D (Steep Sloped Roof System)
Roof System Manufacturer: f�T}
Notice of Acceptance Number: 0 -1 C2-OS p c
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P1: L P2: •t7 P3: 4,67
Maximum Design Pressure
(From the NOA Specific System):_ g I
Method of tile attachment:
Steep Sloped Roof System Description
Deck Type:
Ridge Ventilation?
UTZ
ype Underlayment:
Insulation:
Fire Barrier:
Mean. Roof Height:
" mil
astener Type & Spacing:
dhesive Type
oof Covering:
...
•... •
•
• •
•••• •
• • •
.. • .. •••.
• • •
•.
.• •
-
= - -
•
• • •
••..
• •
• •..• •,••.•
• •
• • •
•
• -- -
••••
•• • •••• • ri(frtr s ty,vn.t )`�j�� •
s •
ype Cap Sheet:
.• •
film 46Az FICQ &-
Type & Size Drip 7
Edge:
•
•
•
• •
•i••.
•I •••
•
••
• •
Where to Obtain Information • •
Mean Roof Height -►
Roof Slope 4.
15'
Description
Symbol
Where to find • • • • • • •
•
• •
Design Pressure
PI or P2 or P3
RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE 7
• •
Mean Roof Height
H
Job Site
32.2
Roof Slope
6
Job Site
39.8
Aerodynamic Multiplier
x
Product Approval
33.8
Restoring Moment due to
Gravity
M g
Product Approval
28.4
Attachment Resistance
Mf
Product Approval
34.9
Required Moment Resistance
M
Calculated
29.4
Minimum Attachment
Resistance
F'
Product Approval
24.4
Required Uplift Resistance
Fr
Calculated
30.0
Average Tile Weight
W
Product Approval
Tile Dimensions
• L = length
W = width
Product Approval
All calculations must be submit ed to the building official at the time of permit application.
M, required Moment Resistance*
Mean Roof Height -►
Roof Slope 4.
15'
20'
25'
30'
40'
2:12
34.4
36.5
38.2
39.7
42.2
3:12
32.2
34.4
36.0
37.4
39.8
4:12
30.4
32.2
33.8
35.1
37.3
5:12
28.4
30.1
31.6
32.8
34.9
6:12
26.4
28.0
29.4
30.5
32.4
7:12
24.4
25.9
27.1
28.2
30.0
Florida Building Code Edition 2004
High - Velocity Hurricane Zone Uniform Permit Application Form.
. Section E (Tile Calculations)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
For Moment based tile systems. choose either Method 1 or 2. Compare the values for M with the values from M f . 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.
Method 1 "Moment Based Tile Calculations Per RAS 127"
(P1: sYSr xx ' a 1 = 0 '• 1S ) - Mg:f•W =M apfil Product Approval Mf 34 7
(P2: " 4f.i x X •2-W 41.0( ). Mg: =M S 7
G/� �(/ /yJ �, t r2 � Product Approval Mf of T. (P3: ' I xX - t q'r ®I . 1-Mg: S f =M f�'.4 1 r1 Product Approval M 3P. 7
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below
"Must he used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rule.and Appeals. • • • • • •
For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. l f the F' values are reater than c. • •
g equal b the Fr valAet), •
for each area of the roof. then the tile attachment method is acceptable.
•
• • •
• •
•
Method 3 "Moment Based Tile Calculations Per RAS 127"
••••
(P x L = x w: = ) - W: x cos 8 = F Product Approval F . •-•.• • •
(P x L = x w: = ) - W: x cos B = Fr2 Product Approval F' �. •
(P x L = x w:= ) - W:
FLORIDA BUILDING CODE - BUILDING
x cos
•• ••
•
•
•
••••
•
••••
•
15.35
••••1.1•
• • •Ny•
• 1 1•
••• •
• 1 1•
••• 1 I•
••• •
• •••
•
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••• •
• • l � •
•
04/01 ' P03 13:31 MEDITERRANEAN ROOF TILE 3 1575884B4
Jan 04:23am From- MIorierLifetile Lk (tales
M I A M t'OAIX
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
?(OTICE OF' ACCEPTAtiCE (NOA) _ - -.
Monier Wattle, LLC
135 NW 2O' Street
Baca Raton, EL 33431
8E3576E171
T -875 P.015/020 F - 0d5
MIAMI -DADE COUNTY. FLOR.IoA
METRO -DADE FIAGtER BUILDING
140 WEST FLAGLER STREET. SUTTE 1603
MIAMI. FLORIDA 33130.1563
(30S) 375 -2401 FAX MS) 37549
ScoFE:
This MIA Is being issued under the applicable roles and regulations governing the use of cotlstruction neterials.
The documentatioresubtritted has beene viewcd:by Miami- Dade•C,vunty Product Control 1 ivisiori and accepted
by the Boatel of Rules and Appeals (ORA) to be used in.Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AI
This.NOA shall not be valid after.tho expiracion.datc stated:belo*, The Miami -Lode County Product Control
.Division (In. Mietni. Dade County) and/or the AHJ (in areas otherthan Miami Dade County) reserve the right to
have this product or material tasted for quality assurance purposes. if this product or material fails to perform in
the accepted manner, the manufacturer wilt incur the expense of such testing and the A.H.I 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 it determined by Miami -Dade County Product Control Division that his pruFtluct 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 nieriecane
Zoe of the Florida Building Code. •
DESCRIPTION: Mission °S' and Espa,newx Mission Concrete Roof The • • .
• • •. • •
•
NO.617 @0E1I.
•
•
•
•
LABELING: Each unit shall bear a permanent label with the manufacturer's name er lope city, stet; and •
following statement: "Miami -Dade County Product Control Approved ", unless otherwise+noted •
RENEWAL of ,*his NOA shall be considered after a rtnewal application has been filedVrethlet has b{ert to
change in the applicable building come negatively affecting :the perfurniaaee Of thi Zcl. •. • 4100
TERMINATION of this NOA will occur after the expiration dnte'or if there has been a revisten or •cfa in'thc -• • • --
materials, use, and/or manufaetese of the product or process. Misuse of this NUd1 as anxadpr.emt ttt o fe -.
product, for sales, advertising or any other purposes shall automatically terminate this WA. Failure /e triply • •J • .' • • :
with any section of this NOA shell because for•terminatian and removal of NOA. • • •
AIDVERTTSEMINT: The NOA number preceded by the words Miami-Dade County, Ftoride, 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 ire distributors
and shall be available for inspection at the job site at the request of the R'uilding Official. •
This NOA consists of pages 1 through 6.
The submitted documentation was reviewed by Frank Zuloaga, RRC. •
110A No.: oe -tee .6a
Expiration Dates 12/16/07
Approve! Dale: O1(Q2!03
Page I or
•
•
• •
C 13:31 MED I TERRAHEPN ROOF TILE 4 305 7538484
Jan-12 -2603 04:24pn From- Monierlifetl le Lk Wales
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub. - Category:
Material:
1, SCOPE
This renews a system. using Monier Lifetile Mission °S' and Esplr►n*" Mission Concrete Roof
Tile, es' manufactured Monier Lifetile LLC and described in Section 2 of this Notice of
Acceptance, For Locations where the pressure requirements, as determined by applicable Building
Code does.not exceed the design pressure values obtained by calculations in cdrnplianrt with RAS
. 127' Using the listed in section 4 herein. The attachment calculations shall be done as a.
moment based system.
20 PRODUCT DESCRIPTION
1y(anu dared by Test Product
A[nnlielli1; Dimension Sn eci pee tions Description
Monier Lifetile LLC I = 16W' PA 112 .1ligh profile, interlocking, one -piece, 'S'
Mission 'S' Til e w w 13" shaped, high - pressure extruded concrete roof
Y thick tile equipped with two nail holes. For direct
deck or battened nail -on, mortar set o.' • • • .
adhesive set applications► •• • • ••••
•
Monier Lifetile LLC L =17" PA 112 High profile, interlecki • epiece, ASR'• • • •
Espana Mission Tile W ; 12 3 / 8 " shaped, high - pressure e ar • oncret r ? o f
='thick tile equipped with two naUhgjes, Fo ;dirt • •
deck or batteruad nail an,'ma set o•
adhesive set application. •. • •
Trim Pieces 1 varies PA 112 Accessory trim, concrete roof p ieces kiouse
w = varies at hips, rakes, ridges anttrsltej;terminations.
varying thickness Manufactured for each toile pro f ile. D • • • • • .
• • .
•
.•
.. •
2.1 SUBMITTED EVIDENCE:
Test Agrlie�+ Te idea H1e Test Nstnc cpr re, kIrtt
Redland Technologies 7161 - 03 Static 'Uplift Testing Der. 1991
Appendix III PA 102 & PA 102(A)
Redland Technologies 7161-03 • Wind Tunnel Testing Dec. 1991
Appendix 11 PA 108(Nail -On)
Redland Technologies PO402 Withdrawal Resistance Sept. 1993
Testing of screw vs,
smooth shank nails
Redland Technologies • , Letter Dated Aug, 1, WindTumnel Testing Aug. 1994
1994 . PA 108 (Nail-On)
P0631-01 Wind Tunnel Testing .Italy 1994
PA 108 Nome Set)
Redland Technologies
High Profile Roofing Tiles
Concrete
8636765171 7-875 P.116 /020 F -045
NOR. No,: 602 - 1203.04
Expiration Date: 22/16/07
Approval ba.tc 01/621113
P9ge 2 of
NO.617 D002
• •
: 01/20.03. 13:31
Jan-12-200'$ OL :2dam From- Mori tetile lk Vales
Test AKency
Professional Service Industries,
Inc°
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
The Center for Applied
Engineering, Inc.
Cclotcx Corporation
Testing Services
Walker Engineering. Inc.
Walker E!nginee ing, Inc.
Walker .Engineering, Inc.
Walker Engineering, Inc,
Walker Engineering, Inc.
Walker Engineering, Inc.
3. LIMITATIONS
MEDITERRHNEHN ROO= TILE 4 3057588484 NO.617 U003
Test idcnt" rer
1C- 1320-94
25- 7688 -3
2S- 7688 -10
25. 7688.5
25.7688-4
520111 -3
520191 -2 -1
Calculation,
Calculations
Evaluation Calculations
Evaluation Calculations
Evaluation Calculati
Evaluation Calculations
8636165171 T -875 P.017/020 F -145
Test ya.ntie/17eport
Physical Properties Feb. 1995
PA 112
Static Uplift Testing Tuna 1996
PA 101 (Adhesive Set) July 1996
PA. 101 (Mortar Set)
Static Uplift Testing June 1996
PA.102
(3° Headlap, Nails, Direct
Deck, New Construction)❑
Static Uplift Testing June 1996
PA 102
(4" Hcadiap, Nails, Clips)
Static Uplift Testing
PA 101
Aerodynamic Multiplier
Two Patty Adhesive Set
System
25-7183
25 -7094 February 1996
25 -7496 April 1995
25 -7584
25- 7804b -8
2.5- 7804 -4 & 5
25- 7848 -6
• •Ilrccmfi 1496
.. •
•
• •
0110*
• •
Date
Dee. 1998
March 1999
March 1999
April 1999
March 1995
.. •
• • •
..
•
• ...
3.1 Fire classification is not part of this acceptance. •
3.2 For mortar or adhesive set the applications, a static field uplift test :shall te, perf in
• accordance with R.AS 106. •
• 3.3 . Applicant shall retain the services Of a Miarni.Dade County Certified tbor trperform
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 underlaymcnt material manufacture's published literature.
3.6- This acceptance is for wood deck applications. Miniruurrr. deck requirements shalt be in
compliance with applicable building code.
•
•
•
•
NOA No.: 01- 2715' -O
Expiration Date: 17116107
Approval Date: 01Jf2a03
Page 3 of .6
•
•
•
•�
••
•
• •
•
Table 1:
T
3 " :12"
3: Restoring
Direct.
Deck
iMome
4 " :12"
a to Grayiti1
5' :12"
_
- M j (ft -Ibfi
6'':12"
r 7°':12"
gre ate r
Salim
or
•Oir+ad
tat
.142
t•....
Tile
Profile
Monier Ufefile
Mission 'S',
Espana `Mission
Tire
Battens
Betttens
Direct
Deck
Battens
_ _
area
DO!.
_...
Battens
Direct
dpe
7.77
8.34
7.65
8.20
7.48
•
8.03
^
7.30
7. •
••..o.
,3.10
Table 1:
Average Weight (W)
and Dimension Q x w
Length -1(ft)
1.38
)
Width-w (It)
1.05
Tile Profile
-- -
Weight W (ibf)
_ 1
Monier Lifetile Mission 'S'
6.s.ana"" t1flselon Tile
9.79
1.42
1.03
- -�
Fastener Type
•
Table 2: Aerod namlc Multi • tiers , X.
ft -'
Tile
Profile
Monier Lifetile
Mission 'S',
Espana''' Mlssi,n
Tile
A (k
Batten A ligation .
It. (ft
Direct Deck plicatiari...,
Mo nier i fetiie Mission 'S' and Espana "°`
Mission Tile
a.28 '�°'
o.294
Tile
Profile
L
Fastener Type
•
Direct Deck
(min 15/32"
plywood)
28.6
Direct" D>b>k
((min :19152"
Ply''?'
4. 2 --. : •.•
Balt ifs
.. •:
• • • •
• •
-_- .xi: -_
_• 3.6 •
Monier Lifetile
Mission 'S',
Espana''' Mlssi,n
Tile
2 -10d Ring Shank Nails
1 -10d Smooth or Screw Shank Nail
5,1
8.6
2 -10d Smooth or Screw Shank Na 1s
_
92
7.3
18.1 -
1 .#8 Screw
20.7
207
2 .#8 Screws
- 432
43.2
'
29.8
1.10dSmooth or rxe, Shank Nail
Field City}
23,1
2;9.1
18.0
1 -10d Smooth or Screw Shank NO
Eave C
29:3
_
27.6
24.0
38.6
2.10d Smooth or Screw Shank Nails
(Field Clip)
27,6 -
2 -10d Smooth or Screw Shenk Nails
(eve Crip)
38,1
__
38,1
41.8
O4
13:31 MELD I TERRA.EgN RODF T I -E 3757538464
' 'Jan-12-2003 04:24pm Prom- Moniarlifetile Lk Wales 8636765171 T•-875 P 018/020 F -045
4. INSTALL.A.TI
4.1 Monier Lifctilo Mission `3' and Espana' Mission Concrete Roof Tile and its components
s1ta11 be installed in strict compliance with Roofing Application Standard RAS 318, ERAS
119, and RAS 120.
4.2 Data For Attachment Calculations
•
'iQA N04 02- 1203.04
Expiration Mateo 12/16107
Approval Date: 01/02103
Pate 4016
N0.617 D034
•
•
•
- -.•... +�_., • •
Table 4: Attachment Resistance Expressed as a Moment - M (trelbf) . •
for Nait -On Sys tems ' • • • •'
• •
•
•
•
• •
• •
t?,4/01 /2003 13:31 h1E D I TERRAN_AN ROOF T I LE 4 305758848, NO.61?
, Jan-12 -2003 04 :65pm From Lk Wales 8636165171 T -6T5 P.020/020 F -045
PROFILE DRAWINGS
MONIED LIFET(LE MISSION 4 S' CONCRETE ROOF TILE
MONIER LiFETILE ESFANATr MISSION CONCRETE ROOF TILE
END OF THIS A.CCEII?'I ANCE
•
• •
• • •
•• •
•
• • •
•••• • • • •
• •
•••• •
• •
• •••
•
••••
•
• • •
•• •
•• •
• •
••••
•• • •
• • • •
•• •
•
NO A. Ndi 024/55 -O4
Expiration Datot i2116/D7
Approval Pm: 05lQ2IO3
Page 6 of 6
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• •
•••• • •
0000 • •
• • •
34/L2i/ `003 13:31
Jan 12 -200; C4:25pm
Tile
_ Profile
Monier Lifetile Mission 'S',
Espana''" Mission Tie
5 ' 7110 -Trte Roof'Pile Mo t r•.
5. LABELING
Tile
Profile
MEDITERRANEAN FOOF TILE - 305 7598484
From- 4loniarl.ifetile Lk Wes
Tile
Profile
Monier X 'V.
Espana"" Missions Tile
See manufactures camponent apn,mra! or instaaskoon requiroments_
2 Flexible Products Company 'I i1eSond Average weight per petty 10.7 grams.
oarrr Produrx Inc. Aver; wei r 8 rams.
6, BTIILDING PERMIT REQUIREMENTS
8038765171 T -875 P.C1£ /020 F -C45
Table 5: Attachment Resistance Expressed as a Moment Mr (f -lbf)
for Two Pett i�Adhes "eve Set Systems
Tile Application
Adhesive
Minimum Attachment
Resistance
21
Table 5A. Attachment Resistance Expressed as a Moment - M (ft•lb1)
for Single Path Aclhes_,_ Iy Set Systems
Tile Application
Monier We* - Mission 'S', Polvfoam PotyPrv .._
Espana - Mission Tire . pol PolyPruT" —
3 tame paddy placernesit of 6 k grama of Po Pro x'".
4 Medium Daddy plat ernant of 24 rams of rm.
Minimum Attachment
Resistance
66.5
Table 55: ,Attachment Resistance Expressed as a Moment
for Mortar Set S terns
The
A llcation
Mortar Set
• Mr (ft - lbf)
Attachment
Resistance ....
•
• 4
e.
....
••••
.. •
• • •
•••• •
All tiles shall bear the imprint of identifiable marking ng of the manufacttxr s rayne or logos or
following statement: "Miami► -Dade County Pt:7duct Control Approved "` • • • ••••
•
•
• • •
• 6J Application for building permit shall be accompanied by copies oath . faf rowing...'
6.1.1 This Notice of Acceptance. • • • .... • . 6.1.2 Any other documents required by the Building Official or applicable bunding'
code in order to properly evaluate the installation of this system_
N0,617
NOA Nu.t 132 -- 1205.04
Expiration. Data: 12/16/07
Approval Bate: OI/i01103
Page 5 of 6
•
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•
• •
• •
•
•
• •
M I A M I•DADE
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 (AIIJ).
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
change in the applicable building code negatively affecting the performance of this product. • • •
expiration date or if there has been a revf
•••• • •
TERMINATION of this NOA will occur after the ex
p �a� p? chan�G f A the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorast of any •...
product, for sales, advertising or any other purposes shall automatically terminate this NOA.•Faiiiire 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, follbWetl by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, the iE stall
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 JR rge L. Acebo.
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
• .••
4
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
Polypro® AH160 N/A
Foampro® RTF 1000 N/A
ProPack® 30 & 100 N/A
Test
Specifications
TAS 101
PRODUCTS MANUFACTURED BY OTHERS:
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
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 ° 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.
• •••
• •
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current •
I »t which.. ••
list moment resistance values with the use of Polypro AH160 roof tile adhesive. '..'.'
•
• •
•
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 •••Qa2/99••••••
520109 -2 -1 •
LIMITATIONS:
•
. • •
• .
• •
••••
1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile As for fire • •
• rating. • •
2. Polypro® A11160 shall solely be used with flat, low, & high tile profiles.
• ....
• •
• • ..•• • •
• ..
•. • ..•• • •
• •.
•. 0
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® 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
w
MS
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3of7
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•
• •
• •
••
•
•
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® 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 "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® AH160 has been dispensed.
9. Polypro® AI-1160 placement and minimum patty weight shall be in accordance with the 'Placement • • •
Details' herein. Each generic tile profile requires the specific placement noted , • •••••
•• •
• • • •
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 Paddy Weight:
per paddyi in.
(gas)' •
• • •
•• •
•
•
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
•
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•
• •
. • •
•
•
•
• •
• •
•
•
• •
• •
Nail through plastic cement
Underlaymenl
1
Eave Course
Eave Closure
10 M.
Paddy (Beneath Tile)
Fascia
Eave course only:
Keep adhesive approx.
4In. up from weepholes
Nail through plastic cement
Underlayment
1
Eave Course
10 in.
Eave course only:
Keep adhesive approx. 4 in. up
from weepholes
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Fascia
Eave Closure
Nail through plastic cement
Undedayment
10 In.
Eave Course
Eave course only:
Keep adhesive approx.
4 in. up from weepholes
Fascia
Weephole
Eave closure
Drip edge
1) Place enough adhesive to achieve 17 to 23 Optional 2x4's for
square Inches in contact with the pan tile sip pitch applicatlons
2) Turn covers upside down. Place adhesive 112 In
To 1 in. From outside edge of cover tile.
Then install the tile.
Remov
top portion
of the eave
course cover tile.
Abut to second course of
pan tiles. Ensure eave end of
pan and cover tiles are
Kush at eave ine.
Eave closure
(mortar shown)
Nail through plastic cement
Optional •
• • • Point-up Mortar
• • on longit'' d • • •
• • edges of 1118 • • •
• • •
•• • ••••
• • •
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
Nail through plasUc cement
Underlayment
7 in.
Eave Course
Eave Closure
Paddy (Beneath Tile)
Fascia
Nail through plastic cement
Eave Course
Paddy (Beneath Tile)
Fascia
Eave Closure
Nall through plastic cement
7 in. £t %
2 in.
Underlayment
1
Eave Course
Paddy (Beneath Tile)
Fascia
Weepho'e
Eave closure
Drip edge
• •
• • •
•• •
•
• •
•
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 6 of 7
a
• • • • •
•• •
•••• • • •
• •
•••• •
• •
• •
••••
• • •
•• •• ••••
•
• •
• • • •
• 1 ••••
• •
• • •••• • •
• • •
•• • •••• • •
• • •
•• •
b
r
i
Nail through plastic cement
3 in
x3in.
Single paddy on
under -
layment
Single paddy
on top of tile
Single paddy
under tile
Paddy
(between tile)
Paddy
(under tile)
e Eave course
2 in. X7 in. medium
size paddy eave
Fascia course only
Nail through plastic cement
1 ' in. x 3 in.
Single paddy
on underlayment
Single paddy
on top of tile
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PATTY
Eave Course
Nail through plastic cement
Underlayment
3in.x i 3in. n.
Single
paddy on
under -
layment
Single paddy
on top of tile
Eave
Course
Single paddy under tile
Single paddy between tile
2 M. x 7 in. medium
size paddy eave
course only
Fascia
Weephole
Eave closure
Drip edge
Single paddy
between tile
Eave Closure
2 In. x 7 In. medium
sae paddy eave course only
Fascia
END OF THIS ACCEPTANCE
••••
• •
••••
• •
• • • •
•• • •• • •
• • • •
• • •
•
•
•••• • • • •
• •
•••• •
• •
••••
• • •
•• •• ••••
•
• •
• • • •
• • ••••
• •
• • •••• • •
• • •
•• • •••• • •
• • •
•• •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 7 of 7
Inspection Date: 09/21/2006
Inspector: Desharnis, George
Owner: VILLOLDO, J PATRICK
Job Address: 1146 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Building Department Comments
Wednesday, September 20, 2006
Permit Typ
Inspection Typ
Work Classification: / R000f New
7-67 `'()
Phone Number
Parcel Number 1132050170160
Lot:
Phone: 305 - 757 -2612
Page 2 of 2
Infracti ," Passed Comments
TI CAP SPACEIN False
Passed
In$pector Comments
01
,.y
j1L 7:-
i 4 ....
. ..C. 4 1
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Inspection Date: 09/21/2006
Inspector: Desharnis, George
Owner: VILLOLDO, J PATRICK
Job Address: 1146 97 Street NE
Project: <NONE>
Miami Shores Village, FL
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Block:
Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC
Building Department Comments
Wednesday, September 20, 2006
Permit Typ
Inspection Typ
Work Classification: / R000f New
7-67 `'()
Phone Number
Parcel Number 1132050170160
Lot:
Phone: 305 - 757 -2612
Page 2 of 2