1041 NE 93 St (2)Date
12/12/2002 Jo b Adder
WORK DESCRIPTION
• •• -
• •' • • •• .• ••.
PERMIT APPLICATION FOR MIAMI SH ILI A f E
1041 N.E. 93 Street Tax Folio 11- 3205 - 015 -008x•
• •••
.. . • •••
L egal Description
Hi dorically DesigFiated: . Xes • • • ; r • No
owner/Lessee /Tenant Elias & Ernestine Ede Master •��' '
Ownen'sAddr+ess . 1041 N.E. 93 Street Miami Shores, FI ;a.
Contracting Co. Quality Roofing Contractor, Inc.
Qualifier Carlos Arocho ; ;S# 265 -21 -4362 Phone (305) 751 -0382
State # RC0058627 Municipal # # 000017889 Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Tear off old roof to wood deck, replace rotted wood, tin cap 30Ib. ASTM, install gal
eave & valley metals, mop 90Ib. ASTM felt, install Santa Fe Clay colorthru tile with polyfoam. Flat Cap.
Square Ft 37Sq. Tile 2 sq . Flat Intimated Cost (value) $16 O ►re rt--
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMI NCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF Y(IU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COIIIMENCEMENT.)
Application is hereby made to obtain a permit to do wo rk and installation as indicated above, and on the attached addendum (if applicable). I certify that all Work
will be perfonued to met 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.
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.
/2 /7°0
Date
Signature of owner and/or Condo President
A A/ 1>G
%/.
• . / . and/or
Notary as to
My Commission Exp
o Presi
FEES: PERMIT—A9 3' S VRADON
APPROVED
/.
MARYLOU HERNANDEZ
MY COMMISSION # DD 060579
r�:o€ EXPIRES: October 10, 2005
d ` Bonded Thru Notary Public Underwriters
Zoning Building
7 — O 2 .
C.C.F. v NOTARY
Mechanical Plumbing
• • • 1 Prlo>ae • (305) -1530 •
Address ; 8O :i i.V1t 1 st Ave.
Signature of Contractor or Owner - 'lder
Notary as to Contractor or Owner - Builder
My Commission Exp'
MARYLOU HERNANDEZ
MY COMMISSION # DD 060579
EXPIRES: October 10, 2005
Bonded Thru Notary Public Underwriters
Date
/4 - / 7 —A—
Date
BOND 0
TOTAL DUE c7 1
1 f ` Electrical
Structural Engineer
1
• •00 •
0 0 . 0 0 • • • 0. 00 •••
.•.
Owner's Notification for Roofing Permits i:.sued under the Florida Building Code
MIAAMJ -DADS COUNTY BUILDING DEPAR; WENT ELECTRONJC APPLJCATJON
00 • - . • ••
• • •• • : ; ••
Section 1524 - High Velocity Hurricane Zones Required Ownercllotipcation tog Roofing
Considerations
rage 1 01 1
• • •
1524.1 As it pertains to this section, it is the responsibility of the • • roofcan(�a ;tar to the owner with
the required roofing permit, and to explain to the owner . :he conten
t o& tAil s@ctog.. The pfovisions of
Chapter 15 of the Fiohtia Burning Code, Building goveri The minimum regtireRnentgand.slar arils of The
industry for roofing system installations. Additionally, thu 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.
✓t; 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane
Zone) are for the purpose of providing that the roofing ; ystem meets the wind resistance and water
intrusion performance standards. Aesthetics (appearanc;e) 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 °tomer acid the contactor.
Ole 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be
renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the
Florida Building Code. (The roof deck is usually conce& led prior to removing the existing roof system).
ewe 3. Common Roofs: Common roofs are those which have no visible delineation between
neighboring units (Le. 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.
em e 4. Exposed Csiiings. Exposed, open beam c atltngs are' here the underside of the roof deckling
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.
eVe 5. 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 proiessional structural engineer. Ponding may shorten
the life expectancy and performance of the new roofing system. Ponding conditions may not be evident
unt the ortgtnal roofing system is removed. Ponding conditions should be corrected.
04S 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 Halls 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.
£te 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the
interior of the structural assembly (the building itself). 'fhe existing amount of attic ventilation shall not be
reduced. It may be. benefatia, to cohstder addtttonal ve nttng vth,ch can result to extending the secvtrz life of
the roof.
Owner s1Agent's Signature
(Z, /710
Date Contractor's Signature
http://www.co.miami-dade.fl.us/bldg/roofing_permi ting/owner_notification.html 9/26/2002
1
High Velocity Hurricane Zone Unifotm Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEP /∎RTMENT ELECTRONIC APPLICATION
• •
• i • - • - -
• • •• ; • • ••
•
Section A (General Information) • •• • • • •
Process No. •
Master Permit No.
Contractors Name:
Quality Roofing Contractor, Inc.
Roof Category
Low Slope ❑ Mechanically Fastened Tile
❑ Asphaltic Shingles ❑ Metal Panel /Shingles
❑ Prescriptive BUR -RAS 150 ❑ Other:
Roof Type
❑ New Roof d Re- Roofing ❑ Rf! covering ❑ Repair ❑ Maintenance
Are there Gas Vent Stacks located on the roof? ❑ Yes d No If yes, what type? ❑ Natural ❑ LPGX
Low slope roof area (ft. 2sq.
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'):
■■0MEMEMMEM■11u ■11■■■■ ■■■■■
■I■•■■■ •Ia•■a■■■■■■■■
fl ■■M�■■ MIONI r:■■■■■■ ■11■
■■■ONOMI■■M ■►I ■r,U■■11,TII1Imiv
I■ ■■■■OMMm■11■■ilMEWWitY ilW
II■ommuW■m/ ■■■jI!
I�■I■■■��� ■ ■�:
4 1 "..." 1111111111 1 111111
•
m
1
� '
.11ME■i.■■11■11■■■■■■
■��MMEM,■■■■■■■■■■■
■■■ ■∎•■■■■ii\ ■■1111 ■ ■ ■■
Roof System Information
Steep SlopeC area (ft.') 37sq.
Section B (Roof Plan)
11=1411111111111111111111
I!!■MMOI� !E�m. mmumm.■ 1111■■
NIK∎WELW�rJl(i31■■■■■■■■■■■ ■. ■■U■
11111111111111111111 1 I fl I
a r ci■■ri...m 211111.11■■■
■
Mint iffi■■ ■■■■ I.■■
iiHiIIIIIIIIIIliHh!uII
1111111111111111111111 III
.1111 ■ ■ ■ ■■■11■■■■ ■■■■115 ■ •..
71■�i:fa ■■ ■■ ■ ■ ■ ■ ■�f ■1111111 ■ /. ■111 ■ ■■
■mm. 11■■■■■■■■ ■■■■■usimm. ■■■
1.12111111111111:11111 111111
Page 2
• • ••• • • •• •••••;
• • • •
•
• ▪ • • ••• • • • •
• - .. •
•• • • • ••
Job Addres%i • • • • • • • • •
1041 N1.6. S trAgt• • :o.
••
• •
•
•••
Mortar /Adhesive Set Tile
❑ Wood Shingles /Shakes
Total (ft.') 39sq.
Page 1 of 1
http://www.co.miami-dadellus/bldg/roofing_perm iting/permit_app_section_a.HTML 1/10/2003
System Manufacturer:
GAF Material Corporation
NOA No: 1 02-0408.09
Design Wind Pressures, From RAS 128 or Calculations:
Pmax1: -52
Pmax3: -131.4
Maximum Design Pressure, From the Specific
NOA System: -52.5
Deck type: 1" x 6" T & G
* These decks require a fastener pull test by
an approved test labratory
Other Deck Type:
n/a
Joist Spacing:
n/a
Sl ope: 1
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
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 ")
Pmax 2: -87.3
Anchor /Base Sheet & No. of Ply(s):
n/a
Anchor /Base Sheet Fastener /Bonding Material:
n/a
Insulation Base Layer /Size & Thickness:
n/a
Base Insulation Fastener /Bonding Material:
n/a
Top Insulation Fastener /Bonding Material:
n/a
Insulation Top Layer /Size & Thickness:
n/a
Page 3
Wood Nailer:
8 Penny nails
Base Sheet(s) & No. of Ply(s):
(1) Glass Base sheet
Base Sheet Fastener /Bonding Material:
1 1/4" R/S nails
Ply Sheet(s) & No. of Ply(s):
(1) PIy IV
Ply Sheet Fastener /Bonding Material:
Type IV mopping asphalt
Drip Edge Size & Gauge: 3" face 26 ga.
Drip Edge Material Type: Galvinized Metal
Hook Strip /Cleat gauge or weight: N/A
Coping Metal: n/a
Top Ply: Mineral Surfaced Cap sheet
Top PIy Fastening /Bonding Material:
Type IV mopping asphalt
Surfacing:
n/a
FASTENER SPACING FOR BASESHEET ATTACHMENT
Fastener Type:
1 1 /" R.S. Nails
Altemate Fasteners: n/a
1. Field:
2. Perimeter:
3. Comers:
9 "o /c @ laps & 2
6 "o /c @ laps & 4
6 "o /c @ laps & 4
rows @ 9 " o/c
rows @ 6
rows @ 6
NUMBER OF FASTENERS PER INSULATION BOARD
Field: n/a Perimeter: n/a Comer: n/a
Page 1 of 1
" o/c
" o/c
http: / /www.co. miami - dade. fl. us / bldg / roofing _perniiting /section_c_4.html 12/12/2002
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 RF.S -111 and Chapter 16.
Page 3a
Fareppet V:'all Height VV /N' FL
Mean Roof HeiOnj ' Ft_
Page 1 of 1
http: / /www.co. miami - dade. fl. us / bldg /roofing_perm iting /section_c_4_2.html 1/10/2003
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
Perimeter Width: n/a
High Velocity Hurricane Zone Uniform Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Roof Slope: 2 1/2 "/12"
Roof Mean Height: 1
Ridge Ventilation: n/a
Method of Tile Attachment:
Adhesive, Large Paddy Polyfoam Polypro
Altemate Tile Attachment Method: n/a
Clip Spacing for Metal Roof Panels
Field: n/a Perimeters: n/a
Section D (Steep Sloped Roof System)
Comers: n/a
Sloped System Description
Deck Type: 1" X 6" T &
Cc; c
Altemate Deck Type:
n/a
Underlayment type:
30Ib. ASTM
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
�_RoniGouerltiit
Santa Fe Clay Blend Tile
C W�� Roof Covering Attachment Method:
"'- -11 Polyfoam Adhesive setting
Page 4
Drip Edge Size & Gauge: 3" face 26 ga.
Drip Edge Material Type: Galvinized Metal
Drip Edge Fastener Type:
1 1/4" R/S Nails
Hook Strip /Cleat ga. or weight: N/A
Page 1 of 1
http: / /www.co. miami - dade.fl.us/bldg /roofing_perm iting /section_d_3.html 1/13/2003
Mean Roof Height
in Feet
?5 '
20 '
25 '
30 '
40 '
Roof Slope
1
1
1
1
1
2 :12
34.z!
36.5
38.2
39.7
42.2
312
32:'
34.4
38.0
37.4
39.8
4 :12
30.4
32.2
33.8
35.1
37.3
5
28.
34.1
31.8
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
Page 1 of 1
1 High Velocity Hurricane Zone Uniforn? Roofing Permit Application Form
MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION
Section E (Tile Calculations)
For Moment based the systems, chose either Method 1 or 2. Compare the values
for Mr with the values from Mf. If the Mf ve lues are greater than or equal to the
Mr values, for each aea of the roof, then tite tile attachment method is
acceptable.
Method 1 "Moment Based Tik Calculations Per RAS 127"
P 1: -47.6 x A 0.297 - Mg: 5.90
P 2: -100.6 x A 0.297 - Mg: 5.90
P 3: -100.6 x A 0.297 - Mg: 5.90
PE ge 5
= Mrl: 8.24
= Mrl: 23.98
= Mrl: 23.98
NOA Mf: 61.9
NOA Mf: 61.9
NOA Mf: 61.9
Method 2 "Simplified Tile Cdilculation Per Table Below"
Required Moment of Resistance (Mr) From tt a Table Below: NOA Mf:
Mr Required Moment Resistance*
*This Table must be used in conjunction with a Ilst of moment based tile
systems endorsed by the Broward county Board of Rules and Appeals.
1
http: / /www.co. miami- dade.fl.us/ bldg / roofing _perniiting /section_e_3.htm 10/9/2002
FEB 21 '01 14:12 FR BRADCO
MIOA
PRODUCT CONTROL NOTICE OF ACC
Santa Fe Tile Corporation
10302 N.W. South River Drive, By #16
Medley .FL 33178
Your application for Notice of Acceptance (NOA) of:
Spanish "S" Clay Tile
under Chapter 8 of the Code of Miami •Dade County i;overnin
Construction, and completely described herein, has be en reco
County Building 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 mInufactue
product or material fails to perform in the approved manner,
use of such product or material imruediately. BCCO rese
determined by BCCO that this product or material fails t0
Building Code.
The expense of such testing will be Incurred by the manufacturer.
ACCEPTANCE NO.: 00- 121106
EXPIRES: 02 /Q l n0o6
APPROveDi ovoup0
305 597 9484 TO 3059533333 P.01'05
MIAMI -DADE COUNTY. FLORIDA
METRO•DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
MCTRO•DADE FLAGLGR DUILOING
too wen' FLACL.ER STRL'ET. SUITE 1603
MIAMI. FLORIDA 33130 -1363
(303) 315.1001 FAX (303) 375.2005
CONTUACTOR LICIWING SECIiO s
(305) 375.2317 l'AX (305)3754M
CONTKA 'roR l:N1°RClaMu DIv13LO
(305) 373•x956 VAX 001) 375.3905
the use of Alternate 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 w revoke this approval, if k is
f eet the requirements of the South Florida
7
Raul Rodriguez
Chief Product Control Division
THIS TS THE COVERS - 11MT, SEE ATDrT10 , : !ES FOR Sr crFTC AND GENERAL
my ITTONS
13U1LDINC CODE 454 PROD)
This application for Product Approval has been reviewed • the BCCO and approved by the Building
Code and Product Review Committee to be used in , Miami -D de County, Florida under tho conditions set
forth above.
PRODUCT' CONTROL. D, vtsl ox
(3 05) 375 -3901 FAX (303)3/2
Francisco J. Quintann, R.A.
Director
Miami -Dado County
_ Building Code Compliance Office
A40 kpeyypcke a vspanM ammo/ Vst.dot
Internet mail address: postmastenitbulldlntcodeonllne .com my H -
FEB 13 '01 17'45
3058880050 PAGE.01
cl 'WI .4-t. t2 rr. r?+tht+\•U
ei au! LUUe. a.••
$ANTAFE TILE CORPORATION
ROOFING ASSEMBLY APPROVAL
Cntecgrr. Roofing
$02- Cateporv: 07320 Roofing Tiles
MatcrjgL}
Deck Tvnet
1. SCOPE
This renews a roofing system using Santa Fe "Santafe
Ssntafs Tilts Corporation described In Section 2 of this
comply with the South rlorlda•Bultding Code, 1994 E
locations where the design pressure requirements, as d
does not exceed the design pressure values obtain by c
using the values listed in herein. The attachment calcu
system.
2. PRODUCT DESCRIPTION
• Manufactured by Test
Applicant plmansiong $ necificatians
Santsff 'S' Cloy 1= 18" PA 112
Roof Tile wa 11,5"
thtek
Trim Pieces I = varies
wto varies
varying
thickness
Clay Roof Tiles
Wood
2.1 COMPONENTS OR PRODUCTS MANUFAC
Test
Dimension Sneeilientinn1
118 x 2 -%s" long PA 114
0.130" shank dia. Appendix E
0.178 flute dia.
Produot
Tile Screws
•1,
3. LIMITATIONS
3.1 Fire classification is not port of this accepranc
3.2 For mortar or adhesive sct tilt applications, a
accordance with RAS 106.
3.3 Applicant shall retain the services of a Mia
perform quarterly cost in accordance with PA
submitted to the Building Code Compliance 0
FEB 13 '01 17:45
PA 112 A ccssory trim, clay roof pieces for use at
hid s. rakes, ridges and valley terminations.
M'. nu facturcd For each tilt profile,
:i7 s
ACCEPTANCE No.: 90- 1212.06
0
.1
1-Dade County Certified Laboratory to
112 a.. t hall be
rc
m
Approval Date: February 1, 2001
Expiration Date: Itehrunry 1, 2006
S" clay roofing tile, manufactured by
otice ofAcceptance, designed to
tion for Miami - Dade County: For
',ermined by applicable building code.
Iculations in compliance with RAS 127
tions shall be done as a moment based
Product
poscrintion
piece high profile clay roof tile
ipped with two nail holes. For nail -on,
rtar set and adhesive set applications.
URED BY OTHERS
Product
peserintier‘
tainiess Steel
Mnnufncturcr
generio
otic field uplift test shall be performed in
Vii:.._.►
"r•;0011.1'— oago. RRC
Roofing Product Control Examiner
3058880050 PAGE.02
Tile
2 ":12"
3
4 ":12"
5 ":12"
6 " :12"
7 " :12" or '
Profile
Santa(e S
Direct Deck
21.8
29.1x1
38.28'
greater
Battens
Direct
Battens
Direct
ga11er1s
Direct
13 tens
Direct
Battank
Direct
Batton;
Direct
Deck
Dock
Deck
Deck
Deck
Deck
Sa ttafe 'S`
3.93
5.90
5.85
5.82
5,73
5.69
.
5.53
5.32
5.29
5.03
N/A j
nor warn -on yste,
Tile Profile
Tile
Application
Two Nails
One Screw
wo Screws
One Screw
w/ Clip
57.31 1
Two Screws
w/ a
57,60
Santa(e S
Direct Deck
21.8
29.1x1
38.28'
Battens
i
,
61.77'
I. Approved screws as noted 'Product manufactured by others'
• FEB 21 '01 14:13 FR BRADCO
SANTAFE T...E CORPORATION
305 597 9484 TO 3059533333
ACCEPTANCE No.: 00- 1272.06
3.5 30/90 hot mopped vnderlayment applications
slope unless stated otherwise by the tindcrl
literature.
3.6 This acceptance is for wood deck apple noon
compliance with applicable building code.
4. LNSTALLATION
4.1.1 Santafe 'S' and its components shall be irtstallec to strict compliance with Miami Dade
County Roofing Application Standard RAS l l , RAS 119, and R AS ) 20.
4.1,2 Data For Attachment Calculations
Santafe 'S'
Table 1: Aerodynamic Multi
Tile 1 a (ft)
Profile Batten A• • lic
0.274
• Restoring Wloments due 1
Table 3: Attachment Resistance E:tpress d as a Moment- Mf (ft -1bfl
FE.B 13 '01 17:46
3
ay be installed perpendicular to the roof
)' cn: material manufacturers published
lyers- ? tt
tion
Gravity - M (ft-lb
Tile
Profile
Santafe 'S
'Tile
A. •lication
Mortar Set
Adherclvo bet
Attachment
Resistance
23.6
61.9
0 111.0.-Norr" -
Table 4: Attachment Resistance I_xpres d as a Moment - M, (ft - Ibf)
for Mortar or Adhesive S , t S stems
3058E80850
Minimum deck requirements shall be In
.(ft)
Direct Deck
0.297
,03/
rank Zuloa9a, RRC
Roofing Product Control Examiner
SANTAFE Mt CORPORATION
ACCEPTANCE No.: 00 1212,06
5. LABELING
5.1 All tilts shall bear the imprint or identifiable nnirkina of the manufacturer's mane or logo,
or following statement: "Miami-Dade County pIoci4ct Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompianied by copies of the following:
6.L1 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 otthis system,
PROFILE DRAWIN1C
SANTAFE "SANTAYE S" CLAYIROOF TILE
FEB 13 '01 1 7:46
4
Frank Zuloaga. RRC
Roofing Product Control Examiner
3058880050
PAGE. e4
XIA1 ILLUPRPORATION
NoTl g O>ir ACcirTAr ct . T ND
Renew sms Acceptattcce (approval) shall be consictrcd the
original submitted docvmentation, including test supFoning da
eight (Y) years.
FEB 13 '01 17:46
4 Any revision or change in the materials, use, and/or r uuruiactu
automatically be cause for termination of this Accept nee, unJcs
(through the !fling of a revislon application with appropriate fee
5 Any of the following shall also be grounds for rc:nov1J of this As. atancc:
a) Unsatisfactory performance of this product or process:
b) Misuse of this Acceptance as an endorsement of any pr
purples.
ACCEPTANCE No.: 00- 1212.06
9 This Acceptance contains pages I uuough s
END OF THIS r'.CCEPTA,
ONDIT1ONS
renewal application has been filed and the
engineering documents. are no older than
2 Any and all approved products shall bc perauncndy labeled wi
the following sutemeac: "Miirni -Dade County Product Comm
specific conditions of this Acceptance.
3 Renewals of Acceptance will not be coosldered if:
a) Theft has been a change In the South Florida Building Coo- affecting the evaluation of this product
and the product is not in compliances with the code changes
b) The product is no longer the sonic product (identical) as one originally approved;
c) the Acceptance holder has not complied with nil the rey :cn• of this acccpurtce, including the
correct installation of the product:
d) The engineer who originally prepared, signed and scaled tl required documentation initially
subrnlucd, is no longer practicing the engineering prefessi
the manufacturer's name, city. stale. and
pprovcd', or nr cpocilically stated in the
of the product or process shall
prior written approval has bccu requested
and granted by this office.
et, for sales, advertising or any other
6 The Notice of Acceptance number preceded by the wards Miami I odc Counry. .Florida, and followed by the
expiration date may be displayed in advertising Uteta,ure, If any •nlon of the Notice of Acceptance is
displayed, then It shaU be done in ifs entirety.
7 A copy of thi3 Acceptance as wall os approved drawings end ooh I documents. where it applies, shall bc
provided to the user by the tnanufacttuer or its distributors and c ll bc available for inspection at the job
site at a1: tunes. The copies need not be resealed by the: engineer
8 Failure to comply with any suction of this Acceptance shall bc ca sc for termination and removal of
Acceptance.
ra.nkZulocgi, RRC
Ong Product Control Examiner
3058880050
PAGE .@:
*,x TOTAL PE. 05
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the ECCO 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 :,rated 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 tuilding 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: Conventional Built -Up Roof System for Wood Deck.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Conti of 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 t ie words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising litera,:ure. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zu oaga, RRC
NOA No: 02- 0408.6
Expiration Date: 11/04/
Approval Date: 05/2
Page 1
Deck Type 1: Wood, Non - insulated New Construction or Reroof
Deck Description: 19 / 32 " or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet:
Fastening Options:
Ply Sheet:
Cap Sheet:
GAFGLAS #80 UltimaTM 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;
GAFGLAS® Ply 4 ®, 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 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 Drill -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 Lin:itation #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.
(Maxunun: 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)
One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbs. /sq.
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap 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- 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 18 of 21
Surfacing:
Maximum Design
Pressure: See Fastening Above
(Required if no cap sheet is usztd) Install one of the following:
1. GAF'Special Roofing Bitumen with an application rate of 20 lbs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq.
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or
slag with an application rE.te of 400 lbs. /sq. & 300 lbs. /sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 ga. /sq.
NOA No: 02- 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 19 of 21
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 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 lbf., 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 roof pressure 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- 0408.09
Expiration Date: 11/04/03
Approval Date: 05/23/02
Page 21 of 21
ROOF COVERING MATERIALS (TEVT)
Roofing Systems (TGFU) Continued
GAFGLAS #80 Premium Base Sheet may be used in any of the following
systems.
"GAFglas Flex Ply 6" is a suitable alternate to " GAFglas Ply 6 ".
"GAFTEMP Permalite Recover Board" may be used in lieu of any perlite
insulation in any of the following NC Classifications.
Class A, B and C
Hot roofing asphalt, for use with organic and glass felts or modified bitumen
membranes.
"Ruberoid Heat Weld" SBS roofing membraner may be used in lieu of
"Ruberoid Mop" SBS products in any applicable Classification.
Class A
1. Deck: C -15/32 Incline: 3
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped.
Surfacing: Gravel.
2. Deck: C -15/32 Incline: 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, any
thickness. '
Ply Sheet: Three or more layers Type Gl " GAFGLAS PIy 4" or
" GAFGLAS Ply 6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
3. Deck: NC Incline: 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, 2 in.
max.
Ply Sheet: Two or more layers Type G1 "GAFGLAS Ply 4" or "GAF -
GLAS Ply 6 ".
Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap
Sheet".
4. Deck NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
5. Deck: C -15/32 Incline: 1
Slip Sheet (Optional): Red rosin paper, nailed to deck.
Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be
nailed).
Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or
GAFGLAS Ply 6 ".
Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
Sheet".
6. Deck: NC Incline: 3
Base Sheet One layer of Type G2 "GAFGLAS #75 Base Sheet ".
Ply Sheet One or more layers of Type G1 "GAFGLAS PIy 4" or
GAFGLAS Ply 6 ".
Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap
Sheet ".
7. Deck: C -15/32 Incline: 2
Insulation: One or more layers perlite, glass fiber, isocyanurate, ure-
thane, perlite /isocyanurate composite, perlite /urethane composite, phe-
nolic, 1.0 in. min (offset from plywood joints 6 in.).
Base Sheet: 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):
Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped.
Deck: C -15/32 Incline: 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, any
thickness.
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)t
2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY
ROOF COVERING MATERIALS (TEVT) 173
LOOK FOR THE UI. MARK ON PRODUCT
Roofing Systems (TGFU)— Con tinued
Cap Sheet: "GAFGLAS Mineral Safaced Cap Sheet", hot mopped.
Class B
1. Deck: C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
PIy Sheet: Two or more layers of Type Gl " GAFGLAS Ply 4" or
"GAFGLAS Ply 6"
Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot
mopped.
2. Deck: C -15/32 Incline: 3-1/2
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /
urethane composite, wood fiber /isocyanurate composite, phenolic, any
thickness.
Base Sheet: Two 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).
Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped.
Class C
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, any
thickness. •
Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: "Special Roofing Bitumen" 20 lbs /sq.
COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR
Class A
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, any
thickness.
Ply Sheet: Three or more layers of Type G1 "GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ", hot mopped with coal tar bitumen.
Surfacing: Gravel.
COMBINATION HOT AND COLD SYSTEMS
Class A
1. Deck: NC Incline: 2
Insulation (Optional): One or more layers perlite, wood fiber or glass
fiber, 2 in. max.
Ply Sheet: Three or more layers of Type Gl " GAFGLAS Ply 4" or
"GAFGLAS Ply 6 ".
Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at
1 -1/2 gal /sq.
2. Deck: NC Incline: 1
Insulation (Optional): One or more layers perlite, wood fiber, glass
fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/
urethane composite, wood fiber/ isocyanurate composite, phenolic, any
thickness.
Ply Sheet: Three or more layers of Type Gl " GAFGLAS Ply 4" or
"GAFGLAS PIy 6 ".
Surfacing: "Weather Coat Emulsion" at 3 gal /sq. •
3. Deck: NC Incline: 1/2
Insulation: One or two layers "Isotherm R ", 4 in., hot mopped.
Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber
mat system.
4. Deck: NC Incline: 2 •
Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite,
wood fiber and glass fiber, any thickness, mechanically fastened.
Base Sheet One ply Type G1 /or G2, mechanically fastened or hot
mopped.
PIy Sheet: One or more plies Type Gl or G2, adhered with hot roofing
asphalt. r
Surfacing: "6AF Premium Fibered Aluminum Roof Coating ", 1 -1/2
gal /sq or "GAF Weather Coat Emulsion ", 3 gal/sq.
5. Deck: NC Incline: 1
Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber,
mechanically fastened, any thickness.
NOTICE OF COMMENCEMENT
A RECORDED COPT MUST 8E POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO. _Li - 3 a O5 - 015 - f) (Q k Q
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain teal property, and in accordance with
Chapter 713, Florida Statutes, the following intonation s provide td in this Notice of Commencement.
1, Legal d sorption of property and street address: 1041 N.E. 93 Street
2. Description of improvement: Reroof to a new Tile and Flat roof.
9, OwMr(s) name and address: Elias & Ernestine Ede
interest in property: Owner
Name and address of fee simple titleholder: N/A
4. Contractor's name and address: Quality Roofing Contractor, Inc.
13800 NW 1 st Ave, Miami Florida 33168
& Surety :(Payment bond required by owner from contractor, If airy)
Name and address: N/A
Amount of bond $ 0 0
4. Lender's name and address :. N/A
7. Persona within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: NIA
5. In addition taiAmselt, Owner designates the following person(ts) to receive a Dopy of the Uenor's Notice as provided In
Section 71&13(1)(b), Florida Statutes.
Name and address: N/A
9, Expiration date of this Notice of Commencement: (the expiratian date Is 1 year from the date of recording unless a
d flerent date is specified)
' S igna t ure of Own.'
Print Owner's Name G / $ /V
Sworn to and subscribed before me this day of
Notary Public
Print Notary's Name
.; AAARYI f11I HFRNANDEZ
'. MY COMMISSION # DD 060579
�:� EXPIRES: October 10, 2005
•.f,, of h;R Bonded Thru Notary Public UnderwMare
Miami Shoes, Florida 33138
1041 N.E. 93 Street Miami E.hores, Florida 33138
, 20_.
'TA rE OF FLORIDA, COUNTY OF DADE
HE, ?EBY CERTIFY that this is a true COP of the
day of
ong;p this office on ' A 0 20_3.- -
14/17NESS my hand and Official Seat.
t tAj iVEY RUV1N, CLERK, p r cult and County Courts
D.C.
By r
...
03R04340 1. 2003 JAW 21 11=45
p repare d b Carlos Arocho
Quality Roofing Contractor, Inc.
Address : , 13R00 NW 1st Av ntIA
Miami ,Florida 33168
c>c)
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204
Printed: 1/16/2003 Page 1 of 1
Applicant: ELIAS EDE
Owner: EDE ELIAS
JOB ADDRESS: 1041 NE 93 ST
4 Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE
Local Phone: 305 - 751 -0382
Parcel # 1132050150080 Legal Description: 5 53 42 BELVIDERE PARK PB 16 -71 LOTS 13 & 14 & W1OFT OF LOT 15
Fees: Description Amount
FEE2003 - 275 Building Fpp $292 --
,�cy�.ou
FEE2003 -276 CCF $9.60
FEE2003 -277 Buildier's Bond $300.00
Total Fees: $602.10
Permit Status: APPROVED Permit Expiration: 7/15/2003 Construction Value: $16,000.00
Work: TEAR OFF OLD ROOD TO WOOD DECK REPLACE ROOTED WOOD TIN CAP 30LB ASTM FELT, INSTALL SANTA FE CLAY COLORTHRU
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 hefnro ratline fnr ann +l,or �..�....�•:..�
This Permit is granted to the contractor or bu
ordinances pertaining thereto and with the undo
and approved by the proper municipal authoritic
authorization. A further condition upon which th
ordinances and regulations pertaining to the wo
by his agents, servants or employees.
Signed:
Signed:
In consideration of the issuance to me of this A
with the plans, drawings, statements or specific
myself, my agent, servants or employes.
a
A
Building Permit
QUALITY ROOFING CONTRACTOR, INC.
13800 N.W. 1ST AVENUE 7 S7 - 034 d
MIAMI, FL 33168 -4849
PAY
TO THE
ORDER OF
FOR
ACH Rif 063100277
Permit Number: BP2003 -72
BankofAmerica , .
Total Fees: $602.10
Total Receipts: $0.00
DATE
2 -H-0.3
18156
63-4/630 F
1348
BUILDING ❑
ELECTRICAL
PLUMBING ❑
ROOFING
Owner of
Building
❑ PERMIT N? 14941
❑
Work to be performed under this Permit
Architect
Contractor
or Builder
Legal Lot II Bl.
Description.
Address of
Building I
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
Subdi-
vision
Value of
Project $
DATE 195
Contractor's
License No.
Amt. of
Permit $
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 drawing; or in the statements or specifications and that he assumes responsibility for work
done by his agents, servants or employees.
Signed • BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
BUILD NG ❑
ELECTRICAL
PLUMBING ❑
ROOFING
Owner of
Building
Architect
Contractor
or Builder
Legal Lot II Bl.
Description
Address of
Building
CONTRACTOR OR BUILDER
M AM@ SHORES VILLAGE, FL RMA
❑ PERMIT N? 15089
❑ Worlc to be performed under this Permit
Subdi-
vision
Value of
Project $
DATE 195
Contractor's
License No.
Amt. of
Permit $
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
hcrefor 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 assume; 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 • BY
INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, m'rself, my agent, servant or employee.
BY AUTHORITY
Vv SHORES VU.LAGE
BUILDIN INSPECTION DEPARTMEN
APPLIC Ti N F R U1LDING PE
MIT
Application is hereby made for the approval of the det,iled statenien. of the plans and specificx ions herewith submitted for the build-
ing or o h :ructure her i described This imlicatic is made in compliance and con•crin ty w.th the Building Ordinance of Mia ii
Shores Village, .or da, and all pro isions of the Laws f the Stat.: of kkrid. all o d nances if Mi in Shores Village and all iules and
regu a ion of the Building Div.. i of lam Sho, illage 1 '1 ,e -o, 'pled with, whether herein specified or not. A copy of approved
plans and specificati .n must be key at building durin progress Df tl.e wcrk.
02%53 Date
N 0. 1041 E . E . sti 9Ard St , 19
Owner' Name and Address Dan Crane
Registered Architect and/or Engineer
Name nd address of licensed contractor, __Lang__Roofing_and CO:9 JiQN. .79th St., Miam
Location and legal description of lot to be built on:
Lot Block. Subdivisic n
Street and Number where work is to be done_ 10t1N. E. 3rd t.J4iamiF1a
State work to be done and purpose of building (by floors)
New Building_ X Remodeling__
To be constructed of _ Kind of foundation
Estimated 7 -,tal cost of improvements $__ 8/e.0 00
Zone -ubage required_ __.
Distance to next nearest building__ _ _
Maximum live load to be borne by each floor.
Chairman
Membe
Mem r
. Co Co cil Approved.
The unde signed appli ant for th's budding permit does hereby
of 1- bor under he Florida Workmen's Compensation Act be"ng S
and h s compl ed with •he prov thereof, and will require s:m
in the wo k to be p rt med under th s pern it and ill post or ca
or .oth. es as are requir d by the Act. The u. d. r ign.:d agrees to ea
permit as are licensed by M am, Shores \ ge.
Remarks__ -
and for no other purpose.
Addition ------------------- Repairs. _ _ No. of Stories. ..
Roof Cov & Gravel
Amount cF. Permit $ 5.00
__Plan Cubage
__Size of Building Lot
hereby submit all the plans and specifications for said buildiirg. All notices with reference to the building and its construction may
be sent to _
• certify Ciat he understands and accepts his .1)ligations as an employer
Eon 5966 Col p led Gen al Laws of Florida P r anen Sapplc nent,
• lar comp lance from all contractors or sub-contractors cinplo :ed by him
use to be posted for inspection on the site of the work su :h public noti• e
ploy only such abcontr. ctors, on work to be perform d der this
Lan_:oofing andTile Co
(Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths ,..nd take acknowledgments, personally op-
pcared _
to me well known,
and who, being by me first d. ly cworn, upon oath depw.es and say s that he is the ...
of th abov de ,L. ibed , istruction t, . h has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are tr se. c e
Permit No .1. al Date_ W==' 1 _ Read, Sworn to and Subscribed before me.
Disapproved Date_
( Signed ) te:
lding Inspector
Notary Public State of Florida
My Com:nission Expires.
PLANNING BOARD _ _DATE
Member
Member
Member
Date Disapproved Date
NOTE: A charge of $1.00 will be made for making correctio:is or changes to this application fter approval h is been obtained from
t e Plant' ng Board
A re-inspection fee of $1.00 will be charged when such re-impection is rm.:.:te necessary by improper notice for inspel:t•ar or fa 'ty
materials and workmanship.
Registered Architect and /or Engineer
Name and address of licensed contractor
STATE OF FLORIDA, 1
COUNTY OF DADE. ss.
MIAMI S H O R.ES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby wade 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 iuilding Division of Miami Shores Village shall be . :omplied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date. , 197.
Owner's Name and Address ODE — 1 0 �1 E �3 $T _ No Street....
*MOW Alf la/c-
Location and legal description of lot to be built on:
Lot Block Subdivision 7—
Street and Number where work is to be done L ! f p 3..._ x.....1.-.5'
!_ c7
State work to be done and purpose of building (by floors) /'E ' /t GAF ON 41,1)/ rf o/V z 7lJ _, .: 3 /..QO wilar.
and for no other purpose.
New Building Remodeling Addition ✓ Repairs No. of Stories /
To be constructed of Kind of foundation . Roof Covering SIPAIR, TI LE
Estimated Total cost of improvements $ 7 as . DO \mount of Permit $. la ' 3
Zone cubage required "lan Cubage
Distance to next nearest building.. iize of Building Lot
lfaxirnum 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 subcontr jctors, on work to be performed under this
pennit, as are licensed by Miami Shores Village. y ,
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly auth orized 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..___ ! Date v 1_ -.- Read, Sworn to and Subscribed before me.
Disapproved - -7 Date
(Signed) 6 z- 7 )/ 7 _
Building Inspector/ My Commission Expires
— 7 14,1 I
Notary Public, State of Florida
to me well known,
P /NING BOARD DATE
Chairman Member
\fernber 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
Ole Planning hoard.
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.
MIAMI SHORES VILLAGE
BUILDING INSPEC7ION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed stattinent En we plans and specifications herewith submitted for the build-
ing or other structure h d 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 iluilding 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 . ECIP . Stree 93. Zia
Registered Architect and/or Engineer
Name and address of licensed contractor Canadb,.. licualing..Co...9 —
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 1041,_ NE 93 g.t.,
1 7-4
State work to be done and purpose of building (by floors) Re-roof old section only„white
Equares
and for no other purpose.
New Building Remodeling Addition Repairs X No. of Stories 1
To be constructed of Kind of foundation Roof
Estimated Total cost of improvements $ 7 s 479...0Q Amount of Permit S. 21,94
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 u ndersigned applicant for this building perinit does hereby :Trill> that he understands and accepts his obligations as an em plo y er
of labor under the Florida Workmen's Compensation Act, being Se:tion 5966, Compiled General Laws of Florida, Permanent Sup
and has complied %%id, the provisions thereof, and will require similir compliance from all contractors or sub-contractors employed by him
in die 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
pcnnit, as are licensed by Miami Shores Village.
Rem.uks.. (Signed) (7
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly autaorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known.
01.1. rtil• • ,, lf tTTITT,”1/.. 11, tttttttttttt
and who, being by me first duly sworn, upon oath deposes and say: that he is the.
of the above described construction, that he has carefully read the Iuregoing application, and that he did sign the same, and that all facts
therein by him stated are true..
Permit ...... Date Read, Sworn to and Subscribed before me.
Disapproved Date.
Notary Public, State of Florida
(Signed)
Building Inspector My Commission Expires
PLANNING BOARD DATE
Cainrnrn 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 $1.00 will be charged when such re-inipection is made necessary by improper notice for inspection or faulty
materials anti/or workmanship.