117 NE 102 St (3)Date
Type Insp'n
Permit No.
For Inspector:
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Time
Name aU
Address 1/
Company- . _ _ ^^ dA
Phone # 70 • 0.2a d — j ' : �
O7_ Name & to
Time
Type Insp'n J4 — 1"� -- - f —�
Permit No. ' �� 0 2 . " 11 (R
Name /�
Address 6 ! _ f " � � .. /00 s
Company /'5 —i Ao 0 46 -
Phone# O '(
For Inspector:
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Name & ate
�P�
Phone #
For Insp i
Approved i
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date
Type lnsp n - l l.- &N C
Permit. No.
1CS&-' C�
Time
Name &')
Address 1/7 I L /C r E
Company , /2ZA,
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • 305- 795 -2204
11 1 41gob Date Address ( / "a IU�n 'Tax Folio
Legal Description r � q N Historically Designated: Yes No
sseerrenet I h a n J To o Master Permit # P < / / `� Q
Si
Owner's Address ` 17 W.f. 10 1/1 SI. Phone (os )—
Contracting I p o4 N� Co. �awa 1 �� T��J 1 �� Address s c A
Qualifier P&L-\ l &wd) ek ss# .2gEPhond(30) / 5
State # Municipal # Competency # g3.B. N Ins. Co. L--6k- d er
IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 850.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOR ANOTHER INSPECTION.
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING
WORK DESCRIPTION: 1 ' i s - I - 1 - 1 - 1 1 e rod rep/ac-e vv A mo n T er col2'i
(-o(o hro(41`I a I) ) es' e saran e co for c hay p h e c re v - -i 1-e r oaf'si, ?
Square Ft. O `� 0 0 Estimated Cost (value) £ V, 700
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 ANY 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 all disciplines.
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. Furthermore, I authorize the above named contractor to do the work stated.
owner and/or Condo President
ot. • as to Over and/or ondfr,Presii i nt,
y Commisiotl ix � t. •
0
Date Signature of Contractor or Owner Builder
' his M Ki ngsley
l My Com mission CC859901
.. n Expires August 1, 2003
otary as to Co J ! ' ' lur der
My Commissi . • xpir s
BOND
Date
Date
_ n
FEES: PERMIT RADON C.C.F 6. 4 /V NOTARY
APPROVED: TOTAL DUE l 75 • clO ,
Zoning Building
Mechanical Plumbing Structural Engineer
Electrical
PROPOSAL SUBMITTED TO:
PHONE
30S- 7 5 4 - 3 8 8 9
DATE
5/15/02
NAME Mr. Fernando Toro
JOB NAME Tile Re -roof
STREET 117 N.E. 103nd St.
STREET
CITY Miami Shores
CITY STATE
` STATE Florida 33138
P. Kawalek Roofing /Painting
R 485 N.E. 92nd Street
0 Miami Shores, FL 33161
M (305) 754 -0191
CC# 93BS00436
Page No.
of pages
We hereby submit specifications and estimate for:
The tearing off and removal of the existing tile roof, replacing
any rotten wood and the installing of a new tile roof sysitem.TTht
will consist of the following; The tin capping of a #30 felt papa
per , installing a 2X2 whibpedrip metal, hot tarring a $90 paper
and installing a Monier concrete color throubh roof �� 2 cream
tile(color - --
c,ham with poly foam adhesive.
p eam
*price includes permits and tile uplift test.
We give a (10) ten year warranty against leaks, not caused by a
Hurricane damage.
• Fron- I-en4rkr\ e overI1ain 11 I be, er\c lose d w i�r h
new roo-F re* ers, eks6 icc., so -'-$i± o \ c s h eeL+A n3,
500 oov
We hereby propose to furnish labor and materials—complete in accordance with the above specifications, for the sum of
Eight Thousand Seven Hundred dollars ($ 8, 700 . 0 ) Qv ith payment to be made as follows:
1/3 down upon pulling of permits, 1/3 upon hot tarring
of f 90 paper and 1/3 upon completion.
All material is guaranteed to be as specified. All work to be completed in a worklike manner according to standard prices. Any
alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become
an extra charge over and above the estimate. All agreements contingent upon strikes, accident or delays beyond our control. This
proposal subject to acceptance within days and is void thereafter a opti of the undersign
Authorized Signature
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will
be made as outlined above.
Accepted: Signature
` Date Signature
Florida Building Code Edition 2002
High Velocity Hurricane Zone Uniform Permit Application Form.
Master Permit No. (( Process No.
Contractor's Name 1 &L
Job Address
❑ Low Slope
❑ Asphaltic
Shingles
Section A (General Information
I1 N& oand
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel /Shingles
5
•
•
V Mortar/Aclhesive S,.t Tile
❑ Wood Shingles /Shakes_
❑ Prescriptive BUR -RAS 150
ROOF TYPE
❑ New Roof WRe-Roofjng ❑ Recovering 0 Repair 0 Maintenance
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Section B (Roof Plan
Sketch Roof Plan: Illustrate all levels and sections, roof drains, s overflow
scuppers and overflow drains. Include dimensions of sections and, levels, clearly
identify dimensions of elevated pressure zones and location of parapets. =•-'
i . . 1- - - i - r r 1 - : = - -
-• • - _ -� -- -L I.� _+ -.L. • _._
1, - 1_.::._.2._ ... -.._ � , � ■ ' �
........ i r ' T j - -t - i--
Florida Building Code Edition 2002
h Velocit Hurricane Zone Uniform Permit Ap•lication Form.
Fill in Specific Roof Assembly Components
and Identify Manufacturer
(If a component is not used, identify as "NA ")
System Manufacturer:
NOA No.:
Design Wind Pressures, From RAS 128 or Calculations:
Prnaxl:
Pma 2 :_ Pr 3x3 - - --
Max. Design Pressure, From the Specific NOA
System:
Deck:
Type:
Hi
Gauge/Thickness:
Slope:
Anchor /Base Sheet & No. of Ply(s):___
Anchor /Base Sheet Fastener /Bonding Material:
Insulation Base Layer:
Base Insulation Size and Thickness:
Base Insulation Fastener /Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener /Bonding Material:
Base Sheet(s) & No. of PIy(s):
Base Sheet Fastener /Bonding Material:
.:i .eev(s) N• yr Ply( .j).
Ply Sheet Fastener /Bonding Material:
Top Ply:
Top Ply Fastener/ Bonding Material:
Surfacing:
Section C Low SI
o • ed Roof S
stem
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: " oc @ Lap, # Rows
@ " oc
Perimeter: " oc @ Lap, # Rows
Corner: " oc @ Lap, # Rows
@ " oc
Number of Fasteners Per Insulation
Board
Field
Perimeter Corner
Illustrate Components Noted and
Details asApplicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
Coppg, Etc.
Ind_: Mean Roof Height, Parapet Height,
Height.of Base Flashing, Component Material,
Material,, Thickness, Fastener Type, Fastener
Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.
FT!
FT :'
yFT.
Parapet
Height
Mean
r:uCf
Height
Roof Slope:
12
Florida 13uilding Code Edition 2002
High Veloci Hurricane Zone Uniform Permit A•plication Form.
I Ridge Ventilation?
- - -- -
1./.1 P
Section D Stee • SIo. ed Roof S stem
Roof System Manufacturer: l7 �r
Notice of Acceptance Number:'' HI () )2 0 Z
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations
cl 6 t5 ��
Maximum Design Pressure
From the NOA S • ecific S stem :
Method of tile attachment:
P1: V I P2: '9 P3:
b
nI q6153. Pvavm e51 ve
Steep Sloped Roof System Description
Deck Type:
ype Underlayment:
Insulation: —
Fire Barrier:
Fastener Type & Spacing:
\Adhasi•ve
ype Cap Sheet:
Roof Coverin (oAL, rD I/
I N(on ?erco Nro
Type & Size Drip
dge:
� )c wti ���J
Section E (Tile Calculations
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M with the values from Mr. If the Mr values are greater than or equal to the Mr
values, for each area of the roof, then the tile attachment method is acceptable.
Florida Building Code Edition 2002
High Veloci Hurricane Zone Uniform Permit A..lication Form.
1 "Mo ent Bas
3 Mg:
• t —Mg: _ S
Mg:
Calculations Per RAS 127" C (
rl 11 NOA M '� t b
=M,2� NOA lbl r tb
- 11 rs -13 NOA M jbt6
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below
NOA Mr
Mean Roof Height —±
Roof Slope 1
2:12
M, Required Moment Resistance*
15' 20' 25'
34.4 36.5 38.2
Where to Obtain Information
30'
39.7
*Must be used in conjunction with a list of moment based tile systems endorsed by the
Broward County Board of Rules and Appeals.
For Uplift based tile systems use Method 3. Compared the values for Ft,with the
values for F If the F' values are greater than or equal to the F values, 1'q, each
area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 127"
(Pt : x l: = s w: _
(P:: x I _ ) — W: x cos B. = Fr,: NOA F'
x w:= ) — W' x cos 0.•
x w:= ) —W: x cos B. _
Fra• NOA F'
40'
42.2
Description 'Symbol
►?•s;gTt Pressure PI or P2 or P3 Where to find
1 RAS 127 Table 1 or by an engineering analysis prepared by PE based o. 1St:
•
7
Mean Roof Height H Job Site —
Roof Slope
Aerodynamic Multiplier
Restoring Moment due to Gravity
Attachment Resistance
Required Moment Resistance
Minimum Attachment Resistance
Required Uplift Resistance
Average Tile Weight
Tile Dimensions
B
x
M,
Mr
NI,
F'
F,
W
1= length
■v_ width
All calculations must he submitted to the Building Official at the time of •ermit a
Job Site
NOA
NOA
NOA
Calculated
NOA
Calculated
NOA
NO
'cation.
SECTION 1524
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 dhaptcr
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 owner and the contractor. The owner's initial in the adjacent box indicates that the item has been
explained.
F 'J
1. Aesthetics-Workmanship: The workmanship provisions of Chapter 1S (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion
performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should
be addressed as part of the agreement between the owner and the contractor.
2. Renailing \Vood Decks: When replacing roofing, the existing wood roof deck may have to be
renaildin accordance with the current provisions of Chapter 16 (I -Iigh Velocity Hurricane Zones) of the Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
F- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring
units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or
owner should notify the occupants of adjacent units of roofing work to be performed:
4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be
viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the
option of maintaining this.appearance.
. 5. Ponding Water: The current roof system and/or deck of the building niay not drain well and may
cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural
distress and may require the review of a professional structural engineer. Ponding may...shorten the life
expectancy and performance of the new roofing system. Ponding conditions may not be :evident until the
original roofing system is removed. Ponding conditions should be corrected. .
`
scuppers (wall Overflow scu wall outlets): It is required that rainwater flow off so ihat the roof is not
overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if
overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in
accordance with the Florida Building Code, Plumbing.
? "--- 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
• interior of the structural assembly (the building itself).. The existing amount of attic ventilation shall not be
reduced. It may be beneficial to consider additional venting which can result in extending the service life of the
roof.
Owner's /Agent's Signature Date
b1J31O
o1
Contractor's Signature
11T
04/0'x/2002 08 9544914489
11b /170/ 4151J1 14: L3 3O1JJbJa34
ea
PRODUCT COrfTROL NOTICE OF
Monier Lifetile LLC
135 NW 20 St.
Boca Raton FL 33431
Approved: 12/30/1999
Isweet Dint uddtent peg erebulldiottcodeooltot.cota
ABC ##130 -11LE.
ACCEPTANCE
t &NU -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
'WILDING CODE COMPLIANCE OFFICE -
METRO -DADE FLAGLER BUILDING -
140 WEST FLAOLER STREET. SUITE 1640
MIAMI. FLORIDA 33134 -1563
(305) 375 -2901 FAX (305) 375.2906
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 515.75SR
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 373 -2906
PRODUCT CONTROL DIVISION
(303) 375-2902 FAX (305) 372-6339
Your application for Product Approval of:
V111a Ao Roll Capri Low Profile Tile
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely * described herein, has been recomrneaded for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shalt not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such.proguct or material immediately. BCCO reserves :he right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 1012.02 (Revises No.: 97- 1124.16)
Expires:12 /16/2002
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEE7', SEE. ADDITIONAL AG ES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
Misapplication for Product App roval has been reviewed by the BCCO and approved by the Building Codc
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
tsob
`
ranctsco • utntana. R A.
Director
1 of 9 Miami -Dade County
Building Code Compliance Offi
8e %epMVe: Idtp :1Iwww.bulldinscodeoeliat.rno
F•'A(il 111
(4.(05/2002 08:35 9544.914489
06/04/2001 14:23 bbldAibiVi
inCilltER LIFETIME L C ACCEPTANCE No.: 99 4012.02
• NQfl E OF ACCEPTANCE: STAr DAP,IZCONDITIONS
I. SCOPE
This ue i3e.S a roofing system using Monier Lifetile Vill', Roil, and Capri Concrete Roof
Tile, as manufactured Monier Lifetile LLC described. in Section 2 of this Notice of
Accept, designed to comply with thc South Florida Building Code, 1994 Edition for
Miami -Dade County. For the locations where the pressure requirements, as determined by
SFBC Chapter 23, do not exceed the design pressure values obtain by calculations in
compliance with RAS 127 using thc values lusted in section 4 herein. The attachment
calculations shall be done as a moment based system.
Category: Prepared Roofing
Sub Category: Low Profile Tile
2. PRODUCT DESCRIPTION
• Test Product
jy(�>utpctused by
Applicant Dimensions 5Dedti 1O!$ Description
Monier Lifetile LLC
Villa & Roll
Monier Lifcitile LLC
Capri Tile
1 =16%"
w"'13"
W' thick
— 17"
W= 12 ' /x..
W' thick
Trim Pieces l = varies
w - varies
varying thickness
PA 112
CV 2
ABC $$138 -11LE
+ uc 1
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
Low profile, interlocking, high pressure
extrude: concrete roof tile equipped with
one nail hole and double roll ribs. For
direct deck or battened nail -on, mortar or
adhesive set applications.
PA 112 Low profile. interlocking, high pressure
extruded concrete roof tilt equipped with
one nail hole and double roll ribs. For
direct deck or battened nail -on, mortar or
adhesive set applications
PA 112 Accessory trim, concrete roof pieces for use
at hips. rakes, ridges and valley
terminations. Manufactured for each tile
profile.
Zuloaga. RAC
Roofing Product Control 'Examiner
PAGE 82
04(05/2002 08: 35 9544914489
06/64/2001 14:23 5613385391
MQN7ER LWEItLE 1,1.0
2.1 Component or product manufactured by others
Produjj
Rainproof Ii
Ice and Water
Shield
Wood Battens •
Tile Nails
Tile Scrtws
Roof Tito Mortar
("TileTit& M ")
Roof Tile Mortar
( "Quikrett Roof
Tile Mortar
#1140")
NOTICE 01? AC EPTANC
INgLensioga
30" x 75' roll
36" x 75' roll
or
60 "x75' roll
36" x 75' roll
Vica1
Min. l'!(4
finrizorklal
Min. I "x 4" for use
with vertical battens
or
Min. 1 "x 2" for use
alone
Min. 10dx 3"
118x 2 'A" long
0.335" head dia.
0.131" shank dia.
0.175" screw thread
dia.
N/A
N/A
Test
Snecificatigps
ABC 11130 - TILE.
MUN1uet L ' . ter tux"
ACCEPT I 10E No.: 99 -t0flQ
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
STANDARD CONDITION$
Product
Description
Manufbcturer
PA 104 Singie ply, nail -on Protect -O -Wrap.
underlaymcnt with Inc.
2' se'.f- adhering top (with current NOA)
edge.
PA 103 Self - adhering
underlayment
Wood Preservers
institute LP — 2
PA 114 Appendix E Con onion resistant
Screw or smooth
shank nails
PA 114 Appendix E Corrosion resistant,
coated. square
drive, galvanized,
coarse thread wood
scr_ws
PA 123
PA 123
3
Salt pressure
treated or decay
resistant lumber
battn is
Prepared mortar
mix designed for
mortar set roof tile
applications.
Prepared mortar
mix designed for
mortar set roof tile
app licarions.
W.R. Grace Co.
(with current NOA)
generic
generic
generic
Bermuda Roof
Company. Inc. with
current PCA
Quikrete
Construction
Products with
cnt PCA
Zuloaga, RAC
Roofing Product Control Examiner
PAGE WI
04/ Fi5/2H02 08: 35 9544914489,
06/114/7801 14: '24 bb1Jitbi .
14 NIER L WETILE Lf,C
Roof Tile
Adhesive
( "Polyprv®
AH 160 ")
'y ;►Jtti t 1101
> Prodgct Y?irtspi4as
N/A
ANC
Test
Spectfcat(gzU
Roof Tile Mortar N/A PA 173
C`BONSAL®
Roof Tile Mortar
Mix")
ABC $t130 -TILE
ACCEPTANCE 1'{o.: 99- 1012.07
APPROVED :December 30, 1999
EXPIRES :December 16, 2007
Product
Deserlotim
Prepared mortar
mix designed for
mortar set roof tile
applications
Hurricane Clip & Clips PA 114 Appendix E Corrosion resistant
Fasteners Min. 'A" width clips with corrosion
Min. 0.060" thick resistant (mils.
Clip Fasteners
Min. 8d x 1 '"
$anufarturt:r
W. R Bonsai Co.
with current PCA
See PCA Two component Polyfoam Products.
polyurethane Inc.
adhp.:ive designed
for adhesive set
roof tilt
nppi cations.
Roof Tile Factory premixed See PCA Single component Flexible Products
Adhesive canisters polyurethane (with current
TileBond foam roof file NOA)
adhssivc
Generic
PAGE H4
3. LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For mortar or adhesive set tile applications. a static field uplift test shall be
performed in accordance with RAS 106.
3.3 Applicant shall retain the services of a Miami - Dade County Certified Laboratory
to perform quarterly test in accordance with PA 112. appendix `A'. Such testing
shall be submitted to the Building Code Compliance Office for review.
3.4 Minimum underlayments shall be in compliance with the applicable Rooting
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 manufacturers
published literature. c shall
• i
3.6 'This a,cccptanec is for wood deck applications. �� u. • .,. '� • . -• •
be in compliance with chapter 29 of the SFBC_
6 _
Zuloap. It(C
Footing Product Control Examiner
04/05/2002 08:35 9544914489
' 86/84/2881 14:23 5613385391
ONIER Lff T L.F LLC
NOTICE OF ACCEPTANCE: STANDARDNDITLONS
4. INSTALLATION
4.1 Monier Lifetile Villa, Roll', and Capri Concrete Rouf Tile and its components shall be
installed in strict compliance with Miami Dade County Roofing Application Standard
RAS 118, RAS 119, and RAS 120.
4.2 Data For Attachment Calculations
Table 1: Aerodynamic Mttltlpller.. - X (ft
Tile X (t) Profile
Monier Lifetile Ville, Roll end Cap ri Tile
Tile .
Profile
Monier 4fet11a
Villa, Roil, and
Capri Tile
Table 2: Restoring Moments due to Gravi - M (ft-Ibf)
4 " :12" b :12 6 " :12" 7 " :12" or
greater
Battens Direct Battens Direct Battens Direct Battens Direct
Deck Deck Deck Dack
3 - :12"
Battens
5.57
Direct
Deck
8.30
5.48
6.18
5.37
6.05 5.24
5.90
5.09
5.73
Table 3: Attachment Resistance Expressed as a Moment - M1 (ft - Ibf)
for Nall-On Systems
Tile Fastener Type Direct Deck Direct Deck Battens
Profile (min 15/32" (min. 19/32"
plywood) plywood)
Monier Lifetile 2 -10d Ring Shank Nails
Villa, Roil, and 1 - 10d Smooth or Screw
Capri Tile Shank Nail
Batten Application
27.8
8.8
19.0
31 9
0.267
2 -10d Smooth or Screw 16.4
Shank Nails
1 08 Screw 25.8
2 p8 Screw 47.1
1 -10d Smooth or Screw 24.3
Shank Nail (J eld Clip)
1 - 10d Smooth or Screw
Shank Nail (Save Clip)
2 -10d Smooth or Screw 35.5
Shank Nails (Field Clip)
2 -10d Smoott or Screw
Shank NallsiEave Clip)
2 -10d Ring Shank Nails' ] 43 0
Installation with a 4 tile heedlop and fastetners aro located a min. of
5
ABC 0130 -11 LE
IMUNICK L. .r ptn.
APPROVED
EXPIRES
ACCEPT4NCE IYo.:19- 1012.02
Direct Deck Application
37.4
11.8
21.9
25.8
47.1
24.3
19.0
35.5
31.9
:December 30, 1999
:December 16, 2002
0.289
28.8
4.1
7.1
22.9
49.1
7.4.2
22.1
34.8 -
322
funk Zu1oaga. RAC
Etootitis Product Control Exani incr
PAGI. F
(14/F15/2002 08: 35
- t b/ 14/ [not L V . �J
m_g_ 1ER LIFEM L LC
954491 4489
Jot JJO.1.331
Table 4: Attachment Resistance Expressed as a Moment M, (ft -IbE)
for Two Pa Adhesive Set S stems
rte
Profile
Monier Lifetile.Vgla, Roll. and
Capri ale
2 • See manufactures • • • ent
3 Flexible Products Company TileBond Amapa weight per patty 11.4 prnrns.
Po osm Product Ins. Average weight per potty 9 prams. _
Table 4A: Attachment Resistance Expressed as a Moment - M, (ft -Ibf)
fo Si ngle Patty Adhesive Set Systems
Tile , Tile Application Minimum Attachment
Profile Resistance
Monier LifRtile Villa, Roll, Polyfoam PolyPro"• 86.61'
and Capri Tile Pelyfoam PolyPrOTM 45.5
4 Large paddy placement of 54 rams of PoyPto .
5 Medlum paddy placement od��rarn■ of Polypro"'.
Table 4B: Attachment Resistance Expressed as a Moment - M (ft - Ibf)
for Mortar Sat Systems
Tile
Profile
Monter Lifetile Villa, Roll, and
Capri Tile
NO CE OF M C.�'PT E: S1 NQARD CONDtT10NS
5. LABELING
All tiles shell bear the imprint or identifiable marking of the manufacturer's name or logo,
or following statement: "Miami -Dade County Product Control Approved ".
6_ BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance. .
6.1_2 Any other documents required by the Building Official or the South Florida
Building Code (SPBC) in order to properly evaluate the installation of this system.
vat for installation re • ulrements.
6
Tiffs Application
Adhesive
Tile
Application
Mortar Set'
ABC $$130 -1ILE
ACCEPTM 4CE No.: 99- 1012 -02
APPROVED
EXPIRZS
:December 30, 1999
:December 16, 2002
Minimum Attachment
Resistance
26.1'
Attachment
Resistance
20.60
Tali bags, RRC
Roofing Product Control Examiner
PAGE. 0t,
CIV' UJ/ LUCIL CIO. 37.J 7J447194tri
.U12! V•11/ LYUA •w• c.r
�QPiY I LWETILWC
*IV a •IJVV.. -' •
NO'PI E O AC
PROFILE DRAWINGS
7
ABC t$130 -TILE
MONIERLIFETILE VILLA CONCRETE ROOF TILE
MONIER LIFETILE ROLL CONCRETE ROOF TILE
ACCEPTANCE Nu.: 99- 101102
APPROVED :December 30, 1999
EXPIRES :December 16, 2002
ION
Frank Z ilosss, RAC
Rnofiag Product Control Examiner
cr•r o JF LO17L CJtS: J5
/ !!4/ Lntll 14: L.3
•
b44i144B9
301020:1J 7�•
R LIFETILEIJ.0
ABC $t130 1ILE -_
NOTICE OF ACCEP'xAN E• S'Y� ANDA CONDITIONS
MONIER LIIrETJLE CAPRI CONCRETE :ROOF' TILE
ACCEPTANCE Ijo. _ 99- 1012.02
APPROVED :December30, 1999
EXPCRES :December 16, 2002
clasp. RAC
Roofna product Control Cxunln«
M
,, + v�r wrrr. tJo a.
•96/04/2001 14:23
MONIER LIF>TLE LIC ACCEPTAVCE No.: 99- 1012.0j
7�j4471 4401'7
5613J0539f
Renewal of this Acceptance (approval) shall be considered after a renewal application has been
filed and the original submitted documents, including test- supporting data, engineering documents,
are no older than eight (E) years.
2. Any and all approved. products shall be permanently labeled with the manufacturer's name, city,
state, and the fallowing statement "Miami-Dade County Product Control Approval ", or as
Specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if
a. There has been a change in the South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has nOt complied with all the requirements of this acceptance,
including the eortect Installation of the product.
d. The engineer who originally prepared. signed and scaled the required documentation initially
submitted, is no Longer practicing the engineering profession.
4. Any revision or change in the materials, use, and/or manufacture or the product or process shall
automatically be cause for termination of this Acceptance, unless prior written approval has been
requested (through the filing of a revision application with appropriate fee) and granted by this
office.
5. Any of the fallowing shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of arty product, for sales, advertising or any
other purposes.
6. The Notice of Acceptance 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
Notice *of Acceptance is displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies,
shall be provided to the user by the manufacturer or its distributors and shall be available for
inspection at the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal
of Acceptance.
9. This Notice of Acceptance consists of pages 1 through 8 and this last page 9.
END OF THIS ACCEPTAN
NOTICE OF 8CCEPTANCE: STANDARD CONDITIONS
HGI, H1 JO I1LL
MtJNIEN L. i '.Lt_ tllLS
APPROVED :December 30, 1999
SPIRES :December 16, 2002
remit Zuloaga. RAC
Roofing Product Control Examiner
I Au:
r.., u-3r rr
•�ti.v�rurlClV�,tlVitl
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: 02R373042 2002 JUN 17 12:26
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: // 7 ..C7
!77 //mil N= ,� / O 2
2. Description of improvement: 4 /Gt7/
3. Owner(s) name and address: - 7 4—, -4✓►/� //SO
/7 7 7 E"• /02 /7714197/
Interest in property:
Name and address of fee simple titleholder: —? L /; -"/ /)
p
4. Co tractor's name and F address: `<fr� lit/( 1 e
� � �- � y�dS < �an d��
r 2 13
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 7 13.13(1)(a)7., Florida Statutes,
Name and address:
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:
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)
i f
Signatur Owner
Prin Owners Name ,7 1A V Z) 0 ••
Notary Pu
Print Notary s Name
My Commission Expires:
STATE OF FLORIDA, COarNW OF DADS
HERE RTFFV rrrj? ?ryts ,s a fruG� the
ongmo o? ?�q. o / 00
hyeo
a 00-1-
Sworn to and s • ibed before me this Li day of
Or Fi r' r
I
Prepared by: 1 a ( t . I Kabuctiei<
Address: I MINVI2 1 1 , d 51:
M. o res, F�L 3 I38
12201.52 293
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 6/17/2002
Contractor KAWALEK PAUL
Local Phone: 305 - 218 -3552
Applicant
Owner: NODAL—
JOB ADDRESS: 117 NE
102
Parcel # 113 � ems, Legal Description:
�
Fees: Description
FEE2002 -3405 Building Fee
FEE2002 -3406 Notary Fee
FEE2002 -3407 CCF
Signed:
Total Fees:
(INSPECTOR)
Building Permit
Permit Number: BP2002 -1108
NODACf I e
_EDUARDO
ST
Contractor's Address: 485 NE 92 ST
$175.40
Page 1 of 1
MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 17 & LOT 18 LESS E1/2 BLK 13 LOT SIZE
a
Amount 3270 • 00
$165.00
$5.00
$5.40
Total Fees: $175.40
Total Receipts: $0.00
Permit Status: Approved Permit Expiration: 12/14/2002 Construction Value: $8,700.00 D 4"74
Work: Tear off exisitng roof replace w/a new monier concrete colorthru tiles the same color champagne cream tile roof system
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for another inspection.
This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all
ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to
and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without
authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the
ordinances and regulations pertaining to t.e work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done
by his agents, servan o •mploye
BY:
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 sp '•ns submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either
myself, my agent, servant - - •.loye
(Contractor or Builder) BY:
Test Location
Uplift Pull
Test (P or F)
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
- A-e-i
26
'P g-P
51
7/l /�,
76
2
27
52
1
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
R3
9
34
59
84
10
35
60
85
11
36
61
86
12
37
62
R7
13
38
63
88
14
39
64
89
15
40
65
90
16
41
66
91
17
42
67
92
18
43
68
93
19
44
69
94
20
45
70
95
21
46
71
96
22
47
72
97
23
48
73
98
24
49
74
99
25
.
50
75
100
IN ACCORDANCE WITH THE ITERIA OF PROTOCOL PA 106,
QUALITY CONTROL �/ PROTOCOL,
THIS REPORTS U13 D BY:
Civil Engineer:
Lab Certification # 98- 0608.04
- ra CZ
State of FL Certificate Authorization # 4100
U.S. SOUTH
Engineering & Testing Lab., Inc.
6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015
Telephone: (305) 558 -2588 • Fax: (305) 362 -4669
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE
PROTOCOL PA 106
SITE SPECIFIC INFORMATION
Owner's Name
Job Address Il 1-k - 102 4 S - 1 7, i t•AIP .t.t 46 ,1(
Roofing Contractor: kV.- hicll E ►e_ . ?-O o i= 1L) 4 ,
Type of Tile: tA I P - t
Approximate Roof Heighteet
Type of Access to Roof Scaffolds v
Approximate Square Footage of Roof 1700 ft
Required Testing F r,ce: 5 lbs. Testing Equipment: Chatillion 100
Date Tested: ff / i -5 1 0
TEST RESULTS
P = PASS, F = FAIL
HIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT
(q(
Project
Permit #• 2 0 0 . 2 . 1 1 0 p,
Date Installed )/ 5 irz
Roof Pitch 3 1 Z
Other
1,; 2476
KETCH OF ROOF
•
5111571111111a
MOM L ' iiiiii;
INIEMNIPEVA
NIIIrMA►L■ ■ ■5 ■Ii2IJ
mroaraas-/A
■
NOTES' ena �� ' -���'►
(7-
Z
JOB 1 Ngt IQZST, �1•S e ��I.
SHEET NO. .
CONTRACTOR -k&) Ali IL 0C ( a- 3 6 2'
CHECKED BY
SCALE
t t•�l�lllBl\RL<!L<l- -
�. W 7■LA //
IN■■ ■•11111MI\`V►`.' /.=101
LJ\ ■� 7___ _ Mt0ii■
INTIM
111111 ii iICllal
111■1■■ 1111z0 ■■� ^ter
MM. MILINIMES■11
1111
.
STATE OF FLORIDA, j
COUNTY OF DADE. ss
Owner's Name and Address
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.
Chairman
Member
Member
APPLICATION FOR BUILDING PERMIT
Registered Architect and /or Engineer
Name and address of licensed contractor
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
Date �e
R 12.0 A,,
No
PLANNII"BOARD DATE
Paz PlY.- - .,19_1
Street_
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done ! ./__�
done 'and purpose of building (bv floo
State work to be
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of fou dation Roof Covering -
Estimated Total cost of improvements $._..152, .._.if 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 of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, o work to be perform under this
permit, as are licensed by Miami Shores Village.
Remarks.. --- --- --- - --- -- (Signed) 7/ -- - - ----
Notary Public, State of Florida
Before me, the undersigned authority, a notary public; duly authorized to administer oaths and take acknowledgments, personally ap-
�
geared 4
---- •-- ._..------ • - - - - - --
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. � —___ Date ...d Read, Sworn to and Subscribed before me.
Disapproved ___ ___ Date.__
(Signed) ( ,- s-
Building Inspector My Commission Expires
Member
Member
Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
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.
Owner's Name and Address
Registered Architect and /or Engineer
Name and address of licensed contractor
Location and legal description of lot to be t on:
and who, being by me
of the above described
therein by him stated a
Permit No
Disapproved
(Signed)
/3/
MIAMI SHORES VILLAGE
r t Date.. , 19
No. /.J 1 Street• e i ,/0
Date
Date
Building Inspector
PLAN
My Commission
BOARD DATE
0 10 I
Lot Block Subdivision
Street and Number where work is to be done // 7 ^/, e 0
State work to d ne. nd urpose of building (by floors) ;
•
and for no other purpose.
Addition Repairs No. of Stories..,.__
oundation Roof Covering
New Building Remodeling
To be constructed of Kind
Estimated Total cost of improvements 13 _ - 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 pennit 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 of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on wor to be performed unde _ this
permit, as are licensed by Miami Shores Village. -
Remarks (Signe
STATE OF FLORIDA,
COUNTY OF DADE. ss
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
Read; Sworn to and Subscribed before me.
to me well known,
first duly sworn, upon oath deposes and says that he is the.
construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
tru
Notary Public, State of Florida
Expires
Chairman Member
Member .. -_ Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re-inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.