125 NE 94 St (6)MDAMfl SHOT ES V LLASE
BUILDING INSPECTION DEPARTMENT
APPLUCATOON FO
UDLD NG PERMOT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build.
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date
Location and legal dcscripti t e� f �o� tithe
Lot (0 1(4-- r Block -2,4 Subdivision -
Street and Number where work is to be done 125 N , E. 94th 5t.
June 29 __....__ ,19.
Owner's Name and Address Richard H o r n b r o o k N 12 5 $ti fV,,. - 9 4th S t,
R egistered Architect and /or Engineer ,... ,,,•-.,,. •••,,-,- ,.,..,•,•_,,„_- ,- -, _...
Name and address of licensed contractor O b e n o u r Roofing Co. 7357 N, W, Irl i a m i C t,
State work to be done and purpose of building (by floors) Remove tile and gravel roof and replace to i t h
1 =30 lb, felt, 1 -90 lb, slate, galy, flashing and white shingle tile. Install
4 ply built up asphalt and gravel on flat deck, ))
__._. and for bo other purpose.
New Building Remodeling Addition Repairs X No. of Stories _
To be constructed of Kind of foundation Roof Covering 40 S q s ,
Estimated Total cost of improvements $ 5250.
00 0 Amount of Permit S. 12.50
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 arc required by the Act. The undersigned agrees to employ only such su . n j! ors, on work to , performed under this
pennit, 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 tru
4'C
Permit No
Disapproved
(Signed)
l
Date
Date.-
Building Inspector
Read, Sworn to and Subscribed before me.
to me well known,
Notary Public, State of Florida
My Commission Expires
PLA 'KING BOARD DATE
Chairman Member
Member Member
Member ...... Member — .._.....
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained fmm
the Planning Board.
A re-inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection ar faulty
materials and /or workmanship.
Date 5
_1
PERMIT APP F R MIA I S ORES VI
10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Phone: 305- 795 -2204 o Fax: 305 -756 -8972
0 Job Address 12.5 q 1 Tax Folio
Historically Designated: Yes
P.,kkord br-o 0 k
Legal Description
Owner /Lessee/Te
Owner's Address
Contracting Co.
Qualifier
State #
net
LIS iv& 99q"AS
gakictlek 7R6 o-P 161_5
SS# ogb`7o S Ph ±ne
Municipal # Competency # q38500 Ins. Co. L eod er
IF THERE IS NO PERMIT PACKAGE ACCESSI'l;LE N THE JOB SITE FOR INSPECTORS TO VERIFY,
THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE
BEFORE CALLING FOI' ANOTHER INSPECTION.
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL
WORK DESCRIPTION: - - r w 0 r oo4 U e p & 6 rs on I oc 4 r d &+ fr fey
ckiA4 oNe lc aykd 1 r\
Square Ft. Estimated Cost (value) 4t/ t O 0
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that
all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required
for all disciplines.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work stated.
X 44171
Sigture of owner and/or Condo Pre dent
/ (. wl 44 - -237.- /2(40?-
otary as to Owner and/or Co
My Commission Expires
Date
residgnt—
1 NJ 3;
i 'l - -i
FEES: PERMIT q b r RADON C.C.F
APPROVED: / TOTAL DUE
Zoning Builds = i /� Electrical
Mechanical Plumbing Structural Engineer
Master Permit #
Phone
Address 3 1 75q - D /91
4 5 4 CU 0
Signatu of IrtororBuilder 1 J
Notary as ('o Contr tor or Owner Builder
My Comm s.sinn x is M Becker
• My Commission DD150048
1, F ,d Expires November 15, 2008
NOTARY 5 C' U BOND
gic 6 To
•
Master Permit No.
Contractor's Name
Job Address
Low Slo
Florida Building code Edition 2002
Hi? h Velocit l Hurricane Zone Uniform Permit Application Form.
Section A General Information
Process No.
MA) ode44
GOOF CATEGORY
0 Love Slope ®Mschanica y Fastened Tile 0 Mortar/Adhesive Set Tile
® Asphaltic
Metal Panel/Shingles 0 Wood Shingles/Shakes
Shingles
0 Prescriptive BUR -RAS 160
ROOF TYPE
® New Ro ®ff ®Re-Roofing
0 Recovering It Repair 0 Maintenance
0
OF SYSTEM ONFORMATION
Roof Area (SF) Steep SD ped -'. Area (SF) Total (SF)
Section B Roof Plan �, overflow
Sketch Roof Plan: DDDustrate all levels and sections, ions o se and evels� clearly
scuppers and overfloW drains. Include dime
iden • dimensions of elevated pressure zones and location of • ara • ts.
Fio
P,Dcrc- t\-rea,
l
Fill in Specific ;oof AS$emt ly Component3
and Identify Manufacturer
(If a component is not used, identify es °NIA
System Manufacturer.
NOA No.:
Design 0And Pressures, From RAS 128 or Calculations:
Pmax 1:
Florida Building Code Edition 2002
Hi • h Vel • = Hurricane Zone Uniform Permit • • 'cation Form.
Section C (Low Sloped Roof System)
Pmax2: Pmauc3:
Max. Design Pressure, From the Specific NOA
System:
Deck:
Type:
Gauge/Thickness:
Slope:
Anchor/Base Sheet !is No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer.
Base Insulation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(a) 83 No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Pty Sheet(s) 8 No. of PIy(s):
PIy Sheet Fastener/Bonding Material:
Top Ply*
Top Pty Fastener/ Bonding Material:
Surfacing:
Fastener Spacing for Anchor /Base Sheet
Attachment
Field: ° oc ® Lap, t,3 Rows
•oc
Perimeter. ° oc Lap, t1 Roars ° oc
Comer. ° oc ? Lap, r3 Rows ° oc
Number of Faistenevo Per Insulation
Board
Field Perimeter Comer
illustrate Components Noted and
Details as Applicable:
Woodblocking, Gutter, Edge Termination,
Stripping, Flashing, Continuous Cleat, Cant
Strip, Base Flashing, Counter- Flashing,
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.
Roof System nufacturi r:
Notic< of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
P9: P2: P3:
Maximum Design Pressor® _ - _
the NOA Specific System): .
(From
Method tile attachment:
of
Roof Slope:
:92
Section Di4.1esso Sloped Roof SVstem1
Steep Sloped Roof System Description
cit Typ
Type Underiayment:
Insulation:
Ridge Ventilation?
Florida Building Code Edition 2002
Hi • h Vel • : Hurricane Zone Uniform Permit • •Iication Form.
Mean Roof Height:
L
Fire Barrier:
Fastener Type & Spacing -
Adhesive Type
Cap Sheet:
Roos Covenng:
Type a Size Drip
Edge:
Section E Tile Calculations),
For Moment based tile systems, choose either Method 1 or 2. Compared the values
for M with the values from M. If the M values are greater than or equal to the Mr
values, for each area of the roof, the the tile attachment method is acceptable.
Method 1 'Moment Based Tile Cslculatioas Per RAS R27"
$ X = -______ - Mg: = Mrt NOA M
(Pt• _ Mg: " r2 NOA M
(P2 - s = -_ Mg M N OA M
8 X = ___._J - Mg: = Mr)
Method 2 "Simplified Tile Calculation Per Table Below"
Required Moment of Resistance (M From Table Below 1iOA Mr
1l. Required Moment Resistance°
Wan Roof Height --R>
9 $
Roof Slope .
34.4
2:92
3:92
4:92
4:12
0:12
7:12
32.2
30.4
29.4
20.4
24.4
20'
36.4
34.4
32.2
30.1
24.0
2.4.fl
24'
34.2
36.0
33.3
39.6
29.4
27.1
30'
39.7
37.4
34.1
32.0
30.0
26.2
40'
42.2
39.9
37.3
34.9
32.4
30.0
'N'I ast be used in conjunction with a list of moment based tile systems endorsed by the
Browa County Board of Rules and Appeals. Tor F° via file
For Uplift based tile systems are Method
than pared
t o th e F a8ues for Bch
values for F,. Rf the F values greater
of the roof, then the tile attachment aaethod is acceptable.
Method 3 'Uplift I: aced Tile Calculations Per RAS 127'
s cos 9.• = Fes: RiOA F'
s w: = -� W: 2 cos 9.• = F IklOA F
Where to Obtain Information
Descri ° tion S mbol Where to find
Design Pressure N l or P2 or P) RAS 127 Table I or by an engineering analysis prepared by PE based on ASCE
7
Mean Roof Hci: t H Job Site
Roof Slope a Job Site
is Multi • lier X NOA
Restorin Moment due to Grew! M NOA
Attachment Resistance Mr NOA
R •uirtd Monet Resistance M, Calculated
Minimum Attachment Resistance F NOA
Re• fired U•Iif Resistance F, Calculated
A - .e Tile Wci t W NOA
Tile Dimensions lc length NOA
wc width
All calculations must be submitted to the Buildin: OfTicial u the time of
(P s I:
(P s I: _
s1:
Florida Building Code Edition 2002
Hi h Veloci Hurricane Zone Unifor'r Permit ' y. ication Form.
SECTION 1524 - HIGH VELOCITY HURRICANE ZONES
REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS
1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with
the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of
the Florida Building Code. Building govern the minimum requirements and standards of the industry for roofing
system installations. Additional, the following items should be addressed as part of the agreement between the owner
and the contractor. The owner's initial in the designated space indicates that the item has been explained.)
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) are not a consideration with respect to workmanship
provisions. Aesthetic issues such as color or architectural appearance that are not part of a zoning code,
should be addressed as part of the agreement between the owner and the contractor.
0/2. 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 South Florida
Building Code. (The roof deck is usually concealed prior to removing the existing roof system).
14 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e.,
townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner
should notify the occupants of adjacent units of roofing work to be performed.
4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed
from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail
penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining
this appearance.
C j A 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 professional structural engineer. Ponding may shorten the life expectancy
and performance of the new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
Z Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded
from a buildup of water. Perimeter /edge walls or other roof extensions may block this discharge of overflow
scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with
the requirements of:
. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the
structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may
be beneficial to consider additional venting which can result in extending the service life of the roof.
COMMENTS:
Owner's /Agent's Signature
a )o3
Date
Contractor's Signature
Date
Type Insp'n
Permit No.
Approve
Correction
Re- Insp'n Fee
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305 -79
Name
Address
Company
Phone #
Inspection Date
2 - 5 NIL q4- S -'