ROOFDate
Type Ins
Permit No.
Name
Address
Company
Phone #
For Inspector:
\ Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VIL
BUILDI : ' • • RTMENT
305- 795 -2204
Building Inspection Request
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date IO /) 0"
Type Insp'n
Permit No.
Name — 4
Address I a
Compan
Phone #
For Inspector: / o f / 7/ 0 d ame & Date
Approved
Correction
Re- Insp'n Fee ❑
1 S\
I c ' j'
Date
Type Insp'
Permit No.
Name
Address
Approved
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Compa J�
Phone # 7`5" 1 mss()
For Inspector: )1 ) /k) Nam
Time
D -1 /
ct
4-1 A _,ar....
�v�
Address_ __ _ eJ"�
Date
Type Insp'n
Permit No.
Name
Companyf
Phone #
For Inspector:
Approved i
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
p Name & Date
l!%
1 2 M
Time
Date 09/04/2002 Job Address
Qualifier Carlos Arocho
WORK DESCRIPTIO
Square Ft. 24s,' Tile 7sq. Flat
Notary as to Owner and/or
My Commission Expir
el
FEES: PERMIT � 4,S O RADON
APPROVED:
Zoning Building
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
1222 N.E. 99 Street
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant Patrick Duffy Master Permit #Jf C% - / (x'c
°w oer'sAddress . 9718 N.E. 2nd Avenue Miami Shores, FIa.33138 Phone (305) 758 -5600
Conaaain Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Ave.
B
•
MARYLOU HERNANDEZ
MY COMMISSION # DD 060579
EXPIRES: October 10, 2005
Bonded Thru Notary Public Underwriters
Phone (305) 751 -0382
state # RC0058627 Municipal # c ompetency # 000017889 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
felt, install galv. eave and flashing, mop 90Ib.
ASTM felt,' .. all Spanish S Clay Terracotta Colorthru tile with polyfoam. Flat roof to install Modified Bi
ted Cost (value) $10 500.00
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 cerfocroed to wledtthe staadaulac /alt laws oergulatiag raantauatioa is this ipriadiatiaw. t ucudzkstaud that aApacata'Panaits arc =Aired far ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated.
9/5 /
Signature of Contractor or Owner - uilder Date
Notary as to Contractor or
My Commission Expires:
MAR •U HERNANDEZ
MY COMMISSION # DD 060579
�n
a EXPIRES: October 10, 2005
4; of '''' Bonded Thru Notary Public Underwriters
BON12RC7 ® '`
TOTAL Dl, 3 T. � , 0
Date
" ' �� Electrical
Owner's Notification for Roofing Permits issued under the Florida Building Code
M1AMI -LADE COUNTY BUJLDJNG DEPARTMENT ELECTRONIC APPLJCATION
'1
Section 1524 - High Velocity Hurricane Zones Required Owners Notification for Roofing
Considerations
Page 1 of 1
1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section.. The provisions of
Chapter 15 of the Fioritia 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.
Q _ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (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 rate, should be addressed as pact of the agreement betvieen the owner and the coctitcactoc.
2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailt?d in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing
cra ctor and /or owner should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed Cetiddngs'. Exposed, open beam ceitings 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.
Ponding Water: The current roof system and /or deck of the building may 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
w tit the ociginat roofing system is removed. Ponding conditions should be =ceded. a 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that 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 benefticiat to cactisider additional venting %hick cap result icy extending the service kite of
the roof.
Owner's /Agent's Signature
Date Contractor's Signature
http: / /www.co. miami - dade. fl. us / bldg /roofing permiting /owner_notification.htm1 8/26/2002
1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section A (General Information)
Master Permit Na. Process No.
Contractor's Name: Job Address:
Quality Roofing Contractor, Inc. 1222 N.E. 99 Street
Roof Category
Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile
❑ Asphaltic Shingles ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes
❑ Prescriptive BUR -RAS 150 ❑ Other: ,
Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? ❑ Natural ❑ LPGX
Low slope roof area (ft. I 7sq.
Roof Type
❑ New Roof d Re- Roofing ❑ Recovering
Roof System Information
Steep Sloped area (ft. 24sq.
Section 8 (Roof Plan)
❑ Repair ❑ Maintenance
Total (ft. 31 sq.
Page 1 of 1
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions
of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
Perimeter Width (a'):
_Corner Size (a' x a'):
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Page 2
http: / /www.co. miami - dade. fl. us / bldg /roofing permiting /permit_app_section_a.HTML 9/12/2002
u
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
i
System Manufacturer:
GAF Matrials Corporation
NOA No: ,0 0 40 8 .1 0
Other Deck Type:
n/a
Joist Spacing
I n /a
Slope: ,1 /2
Section C (Low Sloped Roof System)
Fill in the Specific Roof Assembly components and Identify Manufacturer
(If a component is not used, identify as "NA ")
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: 1 Pmax 2: -87.3
Pmax3: , -
Maximum Design Pressure, From the Specific
NOA System: ,-52.5
Deck type:
[ 1" x 6" T& G i
* These decks require a fastener pull test by
an approved test labratory
Anchor /Base Sheet & No. of PIy(s)__
1N /A --
Anchor /Base Sheet Fastener /Bonding Material:
IN /A
Insulation Base Layer /Size & Thickness:
IN /A
Base Insulation Fastener /Bonding Material:
IN /A
Top Insulation Fastener /Bonding Material: _
1N /A
Insulation Top Layer /Size & Thickness: -
N/A
Page 3
Wood Nailer_ __
88 Penny Nails
Base Sheet(s) & No. of Ply(s):
1 Gafglas #75 base sheet
Base Sheet Fastener /Bonding Material:
1 1/4" R/S Nials
PIy Sheet(s) & No. of P y(s):
Gafglas Ply 4
PIy Sheet Fastener /Bonding Material:
'Type IV mopping asphalt
Drip Edge Size & Gauge: r3" f ace 26 ga. I �I
Drip Edge Material Type: Galvinized Metal i 1l
Hook Strip /Cleat gauge or weight: I NIA
Coping Metal: n/a
Top Ply: Ruberoid Mop FR
Top Ply Fastening /Bonding Material:
ITypeIV mopping asphalt
Surfacing_ _ -
• N /A
Altemate Fasteners: n/a
1. Field: 9 " o/c @ laps & 2
2. Perimeter: 6
" o/c @ laps & 4
3. Comers: 6 - - o/c @ laps & 4
FASTENER SPACING FOR BASESHEET ATTACHMENT
Fastener Type: _
1 'Y" R.S. Nails
Page 1 of 1
rows @ 9 1 o/c
rows@ 6 1 ," o/c
rows @ 6
NUMBER OF FASTENERS PER INSULATION BOARD
Field: I n/a _ Perimeter: n/a Comer: n/a 1
I" olc
http: / /www.co.miami- dade.fl.us /bldg /roofing_permiting/section c_4.htm1 9/12/2002
1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
illustrate Components Noted and Details as Applicable:
Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base
Flashing,Counterflashing, Coping, Etc.
Indicate: 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.
V` \9
Page 3a
http: / /www.co. miami - dade. fl. us / bldg /roofing permiting /section_c_4_2.html 9/12/2002
uhf
View. Rod ibiqlu JE_
Page 1 of 1
11
Mean Roof Height
in Feet
95 '
20 '
25 '
30 '
40 '
Root Slope
1
1
1
1
1
2:12
34.4
36.5
38.2
39.7
42.2
3
32.2
34.4
36.4
37.4
39.8
4 :12
30.4
32.2
33.8
35.1
37.3
5*.12
28.4
34.1
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
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
P 1: , -47.6 x A 0.297 - Mg: 5.90
P 2: x A 0.297 _ M 5.90
P 3: L - 100.6 0.297 - Mg: 5.90
Section E (Tile Calculations)
For Moment based tile systems, those either Method 1 or 2. Compare the values
for Mr with the values from Mf. If the Mf values are greater than or equal to the
Mr values, for each aea of the roof, then the tile attachment method is
acceptable.
Method 1 "Moment Based Tile Calculations Per RAS 127"
= Mr1: 8.24 _ NOA Mf: 61.9
= Mr1: 23.98 NOA Mf: 61.9
_= Mr1: 23.98 NOA Mf: 61.9
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (Mr) From the Table Below:
Mr Required Moment Resistance*
*This Table must be used in conjunction with a list of moment based tile
systems endorsed by the Broward county Board of Rules and Appeals.
Page 5
_ NOA Mf:
Page 1 of 1
http: / /www.co. miami - dade. fl. us / bldg /roofing permitting /section_e_3.htm 9/12/2002
Roof System Manufacturer: Santa Fe Tile Corporation
Notice of Acceptance Number: 00- 1212.06
Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations):
P 1: -47.6 P 2::-100.6 P 3: -100.6
Maximum Design Wind Pressures, (From the PCA Specific system): 61.9
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
%*Th
Roof Slope: 12 1/2 "/12"
Roof Mean Height: 1 3
Ridge Ventilation: ` n /a
Method of Tile Attachment:
!Adhesive, Large Paddy Polyfoam Polypro
Alternate Tile Attachment Method: ,n /a
Clip Spacing for Metal Roof Panels
Field: ,n /a _Perimeters: to / a_
Perimeter Width: f n/a 1
Section D (Steep Sloped Roof System)
Comers: n/a
Sloped System Description
Deck Type: ! 1" X 6" T &
Alternate Deck Type:
I
L
Page
Drip Edge Fastener Type:
11 1/4" R/S nails
http: / /www.co. miami - dade. fl. us / bldg /roofing_permiting /section_d 3.html
n/a
Underlayment type:
30Ib. ASTM felt
Insulation/Fire Barrier Board:
n/a
Optional Nailable Substrate:
n/a
Fasteners:
1 1/4" R/S nails
Cap Sheet Type /Adhesive Type:
90Ib. ASTM felt/Typelll aspahlt
Roof Covering: _ -
[Santa Fe Terracotta Tile
Roof Covering Attachment Method:
. Polyfoam adhesive setting
Drip Edge Size & Gauge: 3" face 26 ga. 1]
Drip Edge Material Type: Galvinized Metal
Hook Strip /Cleat ga. or weight: N/A
Page 1 of 1
9/12/2002
FEB 21 ' 01 14:12 FR BRFRDCO
• . MIAMbOA
PROI3VCT C(JVTROL NOTICE OF ACCE
Santa Fe Tile Corporation
10302 N.W. South River Drive, Bay #16
Medley .FL 33178
_Your_appll_cation for Notice of Acceptance (NOA) of:
Spanish "S "• Clay'Y'Ile-- -.. '
under Chapter 8 of the Code of Mlarni -Dade County governin
Construction, and completely described herein, has been reco
County Bulletin Code Compliance. Office (BCCO) under the
This NOA shall not be valid after the expiration date stated b
. product or material at any time from a jobsite or manufactur
product or material fails to perform in the approved manner,
use of such product or material immediately. BCCO rese
determined by BCCO that this product or materis1 fails to
Building Codc.
The expense of such testing will be Incurred by the martufactui' r.
ACCEPTANCE NO.: 00.1212.06
EXPIRES : \ 02101n085
THIS IS THE COVERSHUT. SEE ADDITIONAL PA
=r)1Ti0N4
APPROVED, 02/01/Z�01
BUTLDINC CODE & PRODUCT REVIEW CQMNJ1TTE
tbo acceammas caw yits.doc
Interact mull address: postmasterebulidin geodeon)Ine.com
FEB 13 '01 17'45
305 59? 9484 TO 3059533333 P.01/05
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER DUII,O:NG
Igo WEST %nu m STiU CT, SUITE 1603
Mlnntl. I'LOXIDA 33130- 1363
(703) 375.2001 FAX (303) 37S•2006
corn-melon LICENSING SEC11GN
(303) 375.2317 PAX (305) 37s - 2330
CONTRACTOR E.VFOKCKAIErr* DIVISION
UOS) -2966 FAX p0!) 37S -2901
ruouvCr awrizoI. wvi510N
(305) 375 -2901 FAX (301)3724.M
the use of Ahem= Materials and Types of
ended for acceptance by the Miami -Dade
nditIons specified herein.
ow. BCCO reserves the right to secure this
is plant for quality control testing. If this
CCO may revoke, modify, or suspend the
s the right to revoke this approval, if it is
l eer the requirements of the South Florida
!Caul Rodriguez
Chief Product Control Division
mFO$$rr.crpIC AND (ENr RA L
This application for Product approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -D de County, Florida under the conditions set
forth above.
Francisco J. Quintonn, R.A.
Director
Miami -Dado County
Building Code Complia OMcc
Ht quip: hitp : /o%•ww.0ulidingcodeonline-corn
3058880050 PAGE. 01
l bet Lb U6 bW • dd rr LIMN/ill)
— - -1 VVV6 our, erg, 0we9 ee.6e.
SANTAFE TILE CORPORATION
ROOFING ASSEMBLY APPROVAL
, 6tcp41v: Roofing
Sub- Cate1orv: 07320 Roofing Tiles
Meterinlg
Deck Tyros
1. SCOPE
Thls renews a roofing system using Santa Fe "Sentafe
Santafe Tile Corporation described in Section 2 of this
comply with the South Florida Building Coda, 1994 E
locations where the design pressure requirements, as d
does not exceed dhe design pressure values obtain by c
using the values listed in herein. The attachment calcu
system.
2. PRODUCT DESCRIPTION
• Menufacturcd by Test
Annl'can Dimensions §necifications
Small 'S' Clay
Roof Tile
Trim Pieces
• e,
FEB 33 °01 17;45
Clay Roof Tiles
Wood
1 =18"
w= 11.S"
Ye thick
1= varies
wwvaries
varying
thickness
UUU ;411 2-+H-1
PA 112 0
e
PA 112 A
hi
M
2.1 COMPONENTS OR PRODUCTS MANUFAC
Test
r due PimOnsfOths Sneeifientinnq
Tile Screws W8 x 2 -W long PA 114
0.130" shank dia. Appendix E
0.178 flute dia.
3. LIMITATIONS
3.1 Fire classification is not port of this acceptant
3.2 For mortar or adhesive sct tilt applications, a alit field uplift test shall be performed in
accordance with RAS 106.
3.3 Applicant shall retain the services of u Mini i-Dadc County Certified Laboratory to
perform quarterly tort in accordance with PA I I t2 a.... • hall be
aubmItted to the Building Code Compliance 0
I u UI/V dddvdvo'
rn
ACCEPTANCE No.: 00 - 1212.06
Approval Date: Fcbruery 1, 2001
Expiration Date: February 1, 200q
S" clay rooting tile. manufactured by
otice ofAcceptance, designed to
tion for Miami -Dade County: For
termined by applicable building code.
Iculations in compliance with RAS 127
bons shall be done as a moment based
Product
Qscrintlon
a pieta Ih1ah profile CIA)/ roof the
ipped with two hail holes. For nail -on,
rtar sct and adhesive set applications.
cessory trim, clay roof pieces for use at
s. rakes, ridges and valley terminations.
nufacturcd for each tilt profile,
URED BY OTHERS
Product
Peacrinter
tainless Steel
3058880850
Mnnufncturor
generio
u ozra. RRC
Roofing Product Control Examiner
PAGE.02
Tile
2 " :12"
3 "'12"
4 ":12"
5":1 2"
6 ":12"
7 "'12" or '
Profile
Santa S
Direct Deck
21.8
29,16'
38.28'
g reater
( 57.60 I
61.77
Battens
Dired
Direct
ilarilens
Direct
'13 tens
Direct
Battens
Direct
Battens
Direct:
Deck
Dock
Deck
Deck
Deck
Deck
[Santafe 'S'
3.93
5.90
5.85
5.82
5,73
5.69
1 .56
5.53
5.32
5.29
5.03
N/A J
For Nall -On Syst
Tile Profile
Tlla -
Application
Two Nails
One Screw
wo Screws
One Screw
w/ Clip
Two Screws
w/ w/ Clip
Santa S
Direct Deck
21.8
29,16'
38.28'
57,31'
( 57.60 I
61.77
Battens
_
tl
_
T. Approved screws as noted 'Product manufactured bKothers' r
=E5 21 '01 14:13 FR BRACCO
SANTATE TILE CORPORATION
3.5 30/90 hot mopped vr+derlaymeat applications
slope unless stated otherwise by the undcrl
literature.
3.6 This acceptance is for wood deck application
compliance with applicable building code.
4, INSTALLATION
4.1.t Santafe 'S' and its components shall be instal te
County Roofing Application Standard 11AS 11
4.1.2 Data For Attachment Calculations
Santa(% 'S'
F.B 13 '01 17:46
'file
Profile
Table 1: Aerodynamic Multi
305 597 5484 10 3059533333 ;.03/05
(h')
Batten Applic
0.274
ents due 1
3
U
for Mortar or Adhesive S :t Systems
ACCEPTANCE No. 00- 1212.06
,ay be installed perpendicular to the roof
ymcn: material manufacturers published
Minimum deck requirements shall be in
in strict compliance with Miami Dade
, RAS 119, and RAS 120.
Iyers ?.
tion
ft
Gravity - M, (ft-lb
7. (ft)
Direct Deck
0.297
Table 3: Attachment Resistance Express d as a Moment- Mf (ft•Ibf)
Tile
Profile
Santafe 'S'
Tile
Aeplication
Mortar Set
Adhesive Sot
Table 4: Attachment Resistance Expres d as a Moment - M, (ft
Attachment
Resistance -
23.6
61.9
rank Zulosgs, RRC
Roofing Product Control Examiner
3058580050 FRGE.02
SANTAFE TILL CORPORATION ACCEPTANCE No.: 00- 1212.06
5. LABELING
5.1 All tilts shall, bear-the imprint or identifiable nfarking of the manufacturer's name or logo,
or following Statement: "Miami -Dade County Ploduct Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accom4i icd by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable Building Code in
order to properly evaluate the installation o$ this system.
PROFILE DRAWING
SANTAFt 9 'SANxAFE S" CLAYtk.00F TILE
.4
FEB 13 '01 17:46
4
rank Zuloaga. RAC
Zoofing Prc4uct Control Examiner
3058880059
PAGE. ea
$A NTAFE TILUORJORATION
NOTtOF ACCEPTANCE ST ND
t Renewal of this Acceptance (approval) shall be considered the
original submitted Uoc\ snentation, including tat supporting da
eight (Y) years.
2 Any and all approved products shall bc perm labeled wi
the following statement: "Miunl -Dade County Product Comm
specific condlitons of (his Acceptance.
3 Renewals of Acceptance will not bc considered if:
a) There has been a change in the South Florida Building Coos
and the product is net ompllance with the code changed
b) The product is no longer thc same product (ldcntical) 3S _
c) If the Acceptance holder has not complied with all thc rt:q
correct installation of the product:
i) The engineer who originally prepared. signed and scaled
submlued, is no longer practicing the engineering prcfessi
a Any revision or change in the materials, use. and/or niauuactu
automatically be cause for termination of this Acceptance, unlcs
(through the filing of a revision application with appropriate fee
s Any of the following shall also be grounds for removal of this A
a) Unsatisfactory performance of this product or process,
b) Misuse of this Acceptance as an endorsement of any pr
purposes.
The Notice of Acceptance number preceded by the words Miami
expiration date may be displayed in advertising literature. If any
displayed, then it shall be done in its cntirery.
7 A copy of this Acceptance as woll as approved drawings end oth
provided to the user by the manufacturer or its distributors and s
site at a1: tines. The copies need not be resealed by the engineer
9 This Acceptance contains pages I through 5
END OF THIS ACCEPTA.
FEB 13 '01 11;46
5
ACCEPTANCE No. : 00j2i2.06
ONDlTIONS
a renewal application has been filed and thc
ongineering documents. arc no older than
thc rnartufactureel name. city. stale. and
pproved ", or as specifically stated in thc
affecting the evaluation of this product
one originally approved;
rcrr,cnts of this acceptance, including the
rcqutted docum nijUon initially
of the product or process shall
prior written approval has beta requested
and granted by this office.
planer:
ct, for sales, advertising or any other
odc County. Florida, and followed by the
, rtlon of thc Notice of Acceptance is
documents. where it applies, shall bc
ll
bc available for inspection at the job
8 Failure to comply with any section of this Acceptance shalt be case for termination and removal of
Acceptance.
raakZuloagtt. RRC
ofing Product Control Exanunar
3058880050 PAGE.E:
:* TOTAL PCtia= . t i5
MIA M !DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470 .
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION:. GAF ® Modified - Bitumen -Roof System for Wood Decks.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages I through 33.
The submitted documentation was reviewed by Frank Zuloaga, RRC.
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: 02- 0408.10
Expiration Date:A1706 /03
Approval Date: 05/23/02
Page 1 of 33
Membrane Type: SBS /SBS Cold Applied
Deck Type 1: Wood, Non - insulated New Construction or Reroof
Deck Description:" 19 / 32 " or greater plywood or wood plank decks
System Type E Base sheet mechanically fastened to roof deck.
All General and System Limitations shall apply.
Base sheet: GAFGLAS #80 UItimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS
Heat -We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically
fastened to deck as described below;
Fastening GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any
Options: of above Base sheets attached to deck with approved annular ring shank nails and
tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12"
o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any
of above Base sheets attached to deck with Dri 11 -Tec (GAFTITE) #12 or #14
Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other
rows are equally spaced approximately 12" o.c. in the field of the sheet.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets
attached to deck with approved annular ring shank nails and tin caps at a fastener
spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field.
(Maximum Design Pressure —52.5 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c.
in the field of the sheet. (Maximum .Design Pressure —60 psf, See General
Limitation #7)
Any of above Base sheets attached to deck approved annular ring shank nails and
3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c.
at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —
60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c.
in the field of the sheet. (Maximum Design Pressure —75 psf, See General
Limitation #7)
Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6,
GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbs./sq.
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 27 of 33
Membrane:
Surfacing:
Maximum Design
Pressure: See Fastening above
One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR,
Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20,
Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID
UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within
the EVT range and at a rate of 20-40 lbs. /sq.
Or,
One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule,
RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20,
RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID
UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application
rate of 1 -2 gal. /sq.
(Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top
membrane) Install one of the following:
1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat
of approved asphalt at 60 lb. /sq.
2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an
application rate of 25 lb./sq. ± 15 %.
3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5
gal./sq.
4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5
gal. /sq.
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 28 of 33
•
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply and Flex Ply T "' 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum 'A" Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically
attached using the fastening pattern of the top layer
3 All standard panel sizes are acceptable for mechanical attachment. When applied in approved.
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum
design pressure of -45 psf.
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 Ibf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based
on a minimum fastener resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered
Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas: Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs
shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roofpressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
END OF THIS ACCEPTANCE
NOA No: 02- 0408.10
Expiration Date: 11/06/03
Approval Date: 05/23/02
Page 33 of 33
ROOF COVERING MATERIALS(TEVT)
Roofing Systems (TGFU) Continued
Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot
roofing asphalt.
2. Deck NC Inc line: 1/2 •
Base Sheet (Optional): One or more layers Type Gl, G2 or G3.
Membrane One or more layers "Ruberoid Torch" (smooth or granule),
" Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule)
or " Ruberoid Mop Plus" (granule).
Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq.
3. Deck NC Incline: 1/4
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, any thickness.
Base Sheet (Optional): One or more layers Type Gl, G2 or G3.
Membrane: One or more layers of " Ruberoid Torch" (smooth or
granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (granule) or
" Ruberoid Mop Plus" (granule). '
Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq.
4. Deck: C -15/32 Incline: 1/2
Insulation One or more layers perlite, glass fiber isocyanurate, ure-
thane, perlite / isocyanurate composite, perlite /urethane composite, phe-
nolic, 1 -1/2 in. min thickness (offset from plywood joints 6 in.).
Base Sheet One or more Layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type Gl.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), "Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or
granule) or " Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq.
5. Deck NC Incline: 1/2
Base Sheet (Optional): One or more layers of Type Gl, G2 or G3.
Membrane: One or more layers of " Ruberoid Torch" (smooth or
granule), " Ruberoid Torch Plus" (granule).
Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or
Grundy Ind. "20 F Emulsion" at 3 gal /sq.
6. Deck: C -15/32 Incline: 1/2
Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya-
nurate, urethane, perlite / isocyanurate composite, perlite/ urethane com-
posite, phenolic, 1 -1/2 in. min.
Base Sheet (Optional): One or more layers of Type Gl, G2 or G3.
Membrane: One or more layers of " Ruberoid Torch" (smooth or
granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or
granule)or "Ruberoid Mop Plus" (granule).
Surfacing: Gravel.
7. Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber / isocyanurate composite, phenolic.
Base Sheet Two or more layers of Type G2 or G3.
Ply Sheet (Optional): One or more layers of Type Gl.
Membrane: One or more layers of " Ruberoid Torch ". (smooth or
granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or
granule) or "Ruberoid Mop Plus" (granule).
Surfacing: Karnak No. 97,1 -1/2.3 gal /sq or gravel.
Deck: NC Incline: 1/2
Insulation One or more layers perlite, glass fiber, 3/4 in. min, isocya-
nurate, urethane, perlite / isocyanurate composite, perlite /urethane com-
posite, phenolic, 1-1/2 in. min.
Base Sheet (Optional): One or more layers of Type Gl, G2 or G3.
Membrane: One or more layers of "Ruberoid Torch" (smooth or
granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or
granule) or " Ruberoid Mop Plus" (granule).
Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq.
a • Deck: C -15/32 Incline: 1/2
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in.
rein, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet",
hot mopped or mechanically fastened in place.
Ply Sheet One or more layers of Type Gl "GAFGLAS PIy 4 ", hot
mopped in place.
Membrane: " Ruberoid Mop FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
10 . Deck: C -15/32 Incline: 1/2
2002• ROOFING MATERIALS AND SYSTEMS DIRECTORY
ROOF COVERING MATERIALS (TEVT) t75
LOOK FOR THE UL MARK ON PRODUCT
Roofing Systems (TGFU) Continued
Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in.
min, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, phenolic, 1 -1/2 in. min.
Base Sheet One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet One or more layers of Type Gl "GAFGLAS PIy 4 ", or
"GAFGLAS Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
11. Deck: C -15/32 Incline: 1/2
Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, '
any thickness,. hot mopped or mechanically fastened in place. Joints
offset 6 in.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS PIy 4"
or "Ply 6" hot mopped in place. •
Membrane: " Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
[2. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick-
ness, hot mopped or mechanically fastened in place. Joints offset 6 in.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped or mechanically fastened in place.
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6 ",
hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq
or GAF Weather Coat Emulsion at 3 gal /sq.
13. Deck: NC Incline: 1/2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass
fiber, any thickness, hot mopped or mechanically fastened in place. Joints
offset 6 in.
Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ",
hot mopped in place.
Ply Sheet (Optional): One or more layers of Type GI "GAFGLAS Ply 4"
or "Ply 6" hot mopped in place.
Membrane: "Ruberoid Torch 170FR" (granule).
Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2
gal /sq or GAF Weather Coat Emulsion at 3 gal /sq.
14. Deck: NC Incline: 1/2
Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass
fiber, any thickness, hot mopped or mechanically fastened in place. Joints
offset 6 in.
Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet", hot
mopped in place.
PIy Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply
6" hot mopped in place.
Membrane: " Ruberoid Torch 170FR" (granule).
Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq
or GAF Fibered Aluminum Coating at 1 -1/2 gal/sq.
eck: C -15/32 Incline: 1/2
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane,
perlite / isocyanurate composite or phenolic.
Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped
or mechanically fastened.
Ply Sheet (Optional): One or more layers Type Gl, hot mopped in
place.
Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule).
16. Deck: C -15/32 Incline: 1/2
Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane,
perlite /isocyanurate composite or phenolic, offset 6 in. from joints.
Base Sheet One or more layers° of Type G -2 or G -3 base sheet, hot
mopped or mechanically fastened.
Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in
place.
Membrane: One layer of " Ruberoid Torch" or "Ruberoid Mop"
_' (smooth).
Membrane: One layer of " Ruberoid Torch 170FR" or "Ruberoid Mop
FR" (granule)
17. Deck: NC Incline: 1
minims air WINUIRIFIEAUVISPET
A RECORDS COPY MUST IN POSTED ON THII JOR SITE AT TIM OF FIRST INSPiCDON
PERMIT NO, TAX FOLIO NO,
STATE OF FLORIDA:
COUNTY OFDADE: 02R599493 2002 SEP 26 11:10
THE UNDERSIGNED hereby gives notice that improvements wig be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following infon»ation is provided in this Notice of Commencement.
1. WDN closcriplion o< rawly and ow address: 1222 N.E. 99 Street
2, Deapdpoen i maravamert: Reroof to a new Tile and Flat roof.
bo i : Owner
Name and address of fee simple titleholder: N A
4. CorNraota's name and address: Quality Roofing Contractor, Inc.
0. SWNy4Paymonl bond required by owner from
None and address: N/A
Amount of bond iii 1 1 1
t Lender's name and address:. N/A
wrib� iii ra ■ ■ ■i ..■■■.
7. Parsons within the State of Florida dstipnatod
by Section 713.13(1}(s}7,, Florida Statutes,
Name and address: N/A
Signature of Owner
Print Owner's Name Prt
Sworn to and subscribed before me this day of
Notary Public
Print Notarys Name
MARYLOU HERNANDEZ
MY COMMISSION # DD 060579
EXPIRES: October 10, 2005
:at t1$, Bonded Thru Notary Public Underwriters
Miami Shores, Florida 33138
S, OwNr(s) name and address: Patrick Duffy
9718 N.E. 2nd Avenue Miami Shores, Florida 33138
13800 NW 1 st Ave, Miami ,Florida 331
EOF e � rueo.1
olt P32 "
WlTh 4 � \i, i.
Cl 1 ►.
_. 20 0 .
nty coo
o
notices or other documents may be saved as provided
•, fr! addition *fllkmmset, Owrwr designates the following person(s) to receive a copy of the Lisnoi s Notice as provided in
Section 713.17(1), Florida SNNutes.
New and address: N/A
S, Expiration dale of this Notice of Commencement: (the expiration date b 1 year from the date of recording unless s
difiere s dale is
p repare d b Carlos Arocho
Quality Roofing Contractor, Inc.
Addresr, 13800 NW 1 st Avanua
Miami ,Florida 33168
enhanced
d o c u m e n t . S e e
QUALITY ROOFING CONTRACTOR, INC.
13800 N.W. 1ST AVENUE 701 7f r
MIAMI, FL 33168 -4849
PAY
OR THE 11 1 I 2 ,,w 1 ty /l V JL -)J ORDER OF i MA jr �
Bank of America.
ACH RFT013310027T
e c u r t t
hack or detail t.)
FOR ip-` �- " 4".,
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DATE /0 -- ! 0 -- OA-
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$.579.2a
17775
L-LARS
63 -4/630 Fl
1348
et. youpoet
Miami Shores Village Building Permit
(} 10050 NE 2nd Avenue
, i
il Phone: 305 - 795 -2204 Permit Number: BP2002 -1625
Printed: 9/24/2002
Applicant: MAUREEN DUFFY
Owner: DUFFY MAUREEN
JOB ADDRESS: 1222 NE 99 ST
Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE
Local Phone: 305 - 751 -0382
Parcel # 1132050090190
Fees: Description Amount
FEE2002 -5294 CCF $6.60
FEE2002 -5295 Building Fee $232.00
FEE2002 -5296 Buildier's Bond $300.00
Total Fees: $538.60
Total Fees: $538.60
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 3/23/2003 Construction Value: $10,500.00
Work: TEAR OFF OLD ROOF TIN CAP 30LB ASTM FELT INSTALL GALV. EAVE & FLASHING, INSTALL SPANISH S CLAY TERRACOTTA
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 the 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, servants or employees.
Signed: l (INSPECTOR) 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 specifications 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, servants or employes.
Signed:
Page 1 of 1
Legal Description: 9508 -1379 EARLETON SHORES PB 43 -80 LOT 7 BLK 2 LOT SIZE
(Contractor or Builder) BY:
Date 1 �n /93 Job Add r
Legal Description
Owner / Lessee /
Owner's Address
Contracting Co.
Qualifier 10141..› WE-Et SS# Phone
State #
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION t.TAtr r- 144 LEA t. f J E
Square Ft. Estimated Cost(value)
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 I .th all applicable laws regulating cons ct� and,zo ing. Furthermore, I
authorize t. /abov-- n ed contractor to do the work stated.
n� or Condo President
Signature o
Date: //
N. ' ary as to Owne
My Commission Exp
** *
APPROVED:
Zoning
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Master Permit till9 V
/ a a a K. E. 9 9 ,r.
Tenant IY1►►s ,�, C E� f2F
-- �E' 1�U WEER_ Pot 4tw Address
Municipal # 1 2 4 "E Competency # I /C a Ins.Co.
FEES: PERMITc Z9i® RADON C.C.P. ,� D
Ai Tax Folio // gaps e D
Signature
- -
Date: ''
/4449 ,4,..)
Fire
uild'
Mechanical Plumbing
,,,,
} Cis,
n • �;QMb. CC191545
ot..y as t
My Commissi
Phone
'c/ ,I (V , u). 179
GAY- /777)
contractor or Owner- Builder
0143
**
NOTARY I TOTAL DUE V '7 L
Other
Electrical
Engineering
PERMIT APPLICATION FOR MUNICI - TIES OF DADE COUNTY.
(OWNER TO RETAIN COPY)
Date 7 1Y Job Address
, f1 7 99
Legal Description ; /,t.d// /u-
Owner / Lessee / Tenant
Owner's Address I c? dO 4
Contracting Co. / -,,j' AF "� Address 3.7 y d I
Qualifier �' J/' SS# / State = Vi% / � � �iy
Square Ft.
o0
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one):
WORK DESCRIPTION S
a'`
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE Z
DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YC
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, ar
on the attached addendum (if applicable). I certify that all work will be performed to meet t1
standards of all laws regulating construction in this jurisdiction. I understand that separat
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 vox
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.
Signature of Owner
Date:
Notary as to Owner and/ . Con •• President
My Commission Expires
Ilt*ARV PP1P11131* 1 $ C *, vii? i�:
env COVID. 15Si3.d EXrfit!. °S:y •'3• • ■Svg.
PERMIT FEE: ^ "APPRoVEJ'R:r PmC F =1:•LF 1: Fire
Zoning
Mechanical
r. n ,t- IC n
�CD Comp
etency# / /4"S W Ins. Co.
/or Condo President
Building
Address
Address
Address
•
Tax Folio // / / ®r09g /90 t'
Master Permit. # , cA /3?
Phone
5 �✓,365
6'36 - 7 SS/
�
ELECTRI PLUMBING MECHANICAL PAVING FENCE SIC
c
Estimated Cost / 9 O
Signature of"Contractor or Owner -Bt lder
Date:
Notary as to Co. ractor or , er- Builder
My Commission Expires:
* * NGIFIRy Pri * *, 5YA !' . ` . ^r"r3 ' - *
DOND
Plumbing
Electrical
Engineering
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.
Fe6Auc'tfy 26, 1972 1s 99
Date.
Owner's Name and Address &A Weu No 758 -6350 Street /222 N. 6. S.
Registered Architect and /or Engineer
STATE OF FLORIDA,
COUNTY OF DADE. ss
Permit No
Disapproved
(Signed)
LOet
MIAMI SHORES VILLAGE
BIJ L.DING INSPECTION DEPARTMENT
Date_
Date
lding Inspector My Co
PLANNING BOARD_
Roo fin C ord i.at° onAA 3398 N. U). 53 Shred
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done /222 N. . 99 S#rreet
State work to be done and purpose -of building (by floors)
rte -rroo f r it, e flat L e
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories / / ��
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvement, /99 Amount of Permit $ 7. 0 b
Zone cubage required ` � 4 A _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 wo k such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontc ors, o work t• • erformed under t -
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments,- personally ap-
peared a
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
therein by him stated are true.
1 405
______ Read
to - me well known,
n,
DATE
Chairman ____._. _..__ Member
Member __ Member
Member _ Member
Council Approved Date Disapproved
he did sign the same, and that all facts
, S g to and Sub •c d before me.
' ary Pu, St oftomFoiloArtiyissioNtxpiREs.. a PUBLIC, STATE of F LORIDA at1.ARGE
fissotion Expiresblic____ate jUN. 14, 1974
BONDED THROUGH FRED W. DIESTELHORST
Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has bren 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 insi., on 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.
O wner's Namo and Address. - ,(. -G ? ....... .........:....... A., ....... ., .,,.................... ,....... No „J e ,..,, Streot..14G.,`.'l_.7
Registered Architect and /or Engineer
Name and address of licensed contractor__ L 74,if a1.:C ( 6 /p G //L J'A/ fe) A24-0
Location and legal description of lot to be built on:
Lot Brock Subdivision
Street and Number where work is to be done _.. ._efiali_t s 6 L.A .6E
State work to be done and purpose of building (by floors)
3 D / _5 re? t4 f1__E f--
7 ..? hK"4„. and for no other purpose.
New Building Remodeling Addition Repairs' No. of Stories
To be constructed of Kind of foundation Roof Covering../.'0 /'- a7J-
Estimated Total cost of improvements $__3.? 0
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 public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks �
(Signed)
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
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.__.-/ Z.________________ Date �- o� / Read, Sworn to and Subscribed before me.
Disapproved _ Date__
( Signed)
NOTE: A charge of $1.00 will be made for
the Planning Board.
A re- inspection fee of 51.00 will be charged
materials and /or workmanship.
M8AM0 SHORES VILLAGE
Date. - f e_h / ._ ,19.2/
/7/f Ut L
Notary Public, State of Florida
to me well known,
My Commission Expires
PLA INC BOARD DATE
Chainnan
Member
Member
Council Approved Date
Member
Member
Member
Disapproved Date
making corrections or changes to this application after approval has been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty