RF-12-2092Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 181205
Permit Number: RF -11 -12 -2092
Scheduled Inspection Date: November 28, 2012
Inspector: Bruhn, Norman
Owner: DECKER ALIAMRD, JAMILLE DECKER
Al IA
Job Address: 1138 SA NDr► E 99 Street
Miami Shores, FL
Project <NONE>
Contractor: DALEY ROOFING INC
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Repair Roof
Phone Number (305)751 -5594
Parcel Number 1132050180140
Phone: (305)754 -9892
Building Department Comments
ROOF REPAIR
Infractio
Passed Comments
INSPECTOR COMMENTS
False
Passed //
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
cc
November 27, 2012
For Inspections please call: (305)762 -4949
Page 16 of 32
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
'DEN-G G Ltt
PERMIT APPLICATION
Permit Type: BUILDING
1 :ii-L-:;:ECVMA.
NuV052012 jE
BY :..
FBC 20
Permit No.
Master Permit No.
ROOFING
JOB ADDRESS: \\N� ` ��
City: Miami Shores County: Miami Dade Zip: ''.252-`\--‘b
Folio/Parcel #:
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple Titleholder):
Address. .;J r. , iP AL_
City: �, ' \ti
NO
Flood Zone:
Phone#: _
State: AN Zip: '�
Phone#:
Tenant/Lessee
Email:
CONTRACTOR: Company Name:
Address:1 fi Le to 1, s r
City: � ` s/1 k,kEs
Qualifier Name:
State Certification or Registration #: CC ( 0 1 Gtr Certificate of Competency #:
Contact Phone#: Email Address:
kJ/ #r
i -� s
. h huc-
Phone#:' 7S l 12
State:
zp3 -31 %r
Phone#:
DESIGNER: Architect /Engineer:
Phone#:
$ ®C'.� Square/Linear Footage of Work: LF
New J epair/Replace
GVEX, t i S/06 -0-6
Value of Work for this Permit: Co
Type of Work: ❑Ad��dit��ion UAlteration
Description of Work D 1(4 V --M K- L
.A1 NS,
-f) to 1/64)0 Me VN 1i 6.476-0
W<-)1 A'tL. Kgiv titikt014 itefor thrru tile:
Submittal Fee $ Permit Fee $
ODemolition
t971 Ae-gew
3c&"-3
1L1r:0
t%. 1 10'3011 010-
1.1 a CCF $ CO /CC $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $
Technology Fee $
TOTAL I EE NOW DUE $ (03 .
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) kAC
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $250l), the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Alm, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which oc seven (7) days after the building permit is issued In the absence of such posted notice, the
insp n will not be approved and a ction fee will be charged
Signature t`�� \��
J
Agent Contractor
tA
The foregoing instrument was : edged before tie this 2- 4' The foregoing instrument was acknowledged before Re this S
d a y o f teetAa , 20 , b y (ltuz r i t e_ t4 uwate , day of MO ketvk we. 20 J1 , by DAM a 42,1 o LQ `/,
who is onaUy known to me or who has produced (A "v2,11,1,`&7 1,1,E me or who has produced
u q--;;CE, As identification and who diS rrarrrr eee.% l,.:ntification and who did take an oath.
•_A�L•
NOTARY PUBLIC: ..`�� x,"01 R Y° 9 �''• NOTARY PUBLIC: , .
41Z./..
p1te5 �
V s
fr.
Sign: ���2� . i • � b �' Sign: ,.� it __ _ 44* - IMMO
Signature �� . _� P.
Print: I �{1 �G1, �' �i�7 �s �, f Ge d '� i '��CZ =.•. �'liC3�:�'' �J ® ®•e Print:
i i 1 �,i� o @ a®o e5® o'', My Co
111111
.tar Public - State of Florida
•c My Comm Expires Sep 2 , r
`':'}�L' Commission # E6 128810
%,° ~ Bonded Through National Notary Assn.
Sb + +Ault * ** **t+ *** ****************************# *Bpi+**************** *****M*+lu1 * * ****** ***** **W**NB****
APPROVED BY /Vet ni-- Plans Examiner Zoning
Structural Review Clerk
(Revised 3 /12/2012XRevised 07 /10R)7)(Revised 06/10/2009XRevised 3/15/09)
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
IMCMESTril
Florida Building Code Edition 2901
HIgh- Velocity Hurries= Zone UnIform Permit ApplIceLlon
i
ti (G ra n
Sec nn� A ene Inrmatinn)
I f��
Master Permit No __ 11 Process No
Contractor's Name I�YN r � ge c / % Nr_
Job Address f/ �� q9 sf-
O Low Slope
0 Asphaltic
Shingles
0 New Roof
Low Slope Roof Area (SF)
Miami Shores Village
APPROVED
BY
DATE
ZONING DEPT
BLDG DEPT
,-.6e-(0)-
FSorDJECT TO COMPLIANCE WITH ALL FEDERAL
STATE AND COIN-1Y RULES AND REGULATIONS
2
0 Mechanically Fastened Tile �J/Mortar /Ad I 'd Se e „!
0 Metal Panel/Shingles 0 Wood Sing e
0 Prescriptive BUR -RAS 760
ROOF TYPE
0 Reroofing 0 Recovering Repair C,. Mai
ROOF SYSTEM
INFORMATION
Steep Sloped Roof Area (SF) 50 Total (SF))
Section R (Rnnf Plan)
Sketch Roof Plan: illustrate an levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dhnenslons of sections and levels, clearly Identify dimensions of ehevated pressure zones and location of
parapets.
term
FLORIDA BUILDING CODE — BUILDING
SECTION 1524
HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROORNG
CONSIDERATIONS
1524.1 As it perms to this sedum, it is the responsthillry of the roofing contractor to provide the aruner with the
required roofing per, and to explain to the owner the content of this section.. The provisions of Chapter 15 of
the Florida Belding Code. Building govern the minlrn m requirements and surds of the indusby for rooting
installations. system may, the ibloahtg ins should be addressed as pat af<the agreement between the
maw and Um contrctor. The owner's initlot en the adjacent box indicates that the item has been explained.
for the A Aesthetics-Workmanship: c of im i T �ip � of Chapter 15 (High Velocity Hurricane Zone)
peridmance . ( ) meets the wind acrd water menial
respect to wralar� tip
provi slorw. Aesthetic issues such as color or archilectural appearance, that are not pat of a zoning code, should
be addressed as part of the agreement between the aw-ner and the cornbactor.
2. Reacting Wood Decks: When reps roofing, the existing wood roof deck may have to be retailed
with Code. (The molded( the current provisions of Cheyter 18 (High Warily Hurricane Zones) of the Florida BuI ding
usually concealed prior to removing the adding roof system).
3. Common Roofs: Common roofs are those which have no viable delineation between neighboring
(ids , cond niniurrw, etc.). In tins with common roof& the roofing contractor andlor owner
notify the occupants of aclactut units droothig work to be performed.
4. Exposed Cow: Exposed, open beam MOO are where the underside of the Hoof deddng can be
from below. The MIST may wish to maintain the architectural appearance. therefore, roofing nail
penetrations of the unethrside of the deddng may not be acceptable. The Florida Bum Code provides the
option of mintaining this appearance.
5. Paneling Water: The current toed system aatkor deck of the bulklim may not own wen and may
water to pond (actsumdate) in low-lying areas of the roof. Ponding can be an indication of structural
and may require the review of a professional structural engineer. Porgy may shorten the rife
expectancy and perfamunce of the new rooting system. Po fig conditions may not be evident unit the original
roofing system is removed. Paneling condltans should be corm.
6. Overflow scuppers (wail outlets): it is required that rainwater lbw off so that the roof is not
from a bind up of water. Perimetededge walls or other roof extensions may back this discharge if
overflow swans (waft outlets) are not provided. it may be ray to Medd overflow scuppers in accordance
with the Florida Build Code, Plumbing.
7. Venation Most woof structures should have some ability to vent retinal airflow througth the ink of
assembly (the bunding itself). The existing amount of attic venthation std not be reduced. It may be
beneficial to ..:_,:, venting which can result in extendtg the setvke life of the roof.
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