DS-13-1086Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 192863 Permit Number: DS -5 -13 -1086
Scheduled Inspection Date: June 06, 2013
Inspector: Rodriguez, Jorge
Owner: LINDSAY, RYAN
Job Address: 151 NW 92 Street
Miami Shores, FL 33138-
Project: <NONE>
Contractor: MIAMICRETE INC
Permit Type: Driveways /Sidewalks /Slabs
Inspection Type: Final
Work Classification: Addition /Alteration
Phone Number (786)325 -3241
Parcel Number 1131010331020
Phone: (305)847 -1414
Building Department Comments
COVERING EXISTING CONCRETE STEPS AND
WALKWAY WITH BRICK PAVERS
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
CREATED AS REINSPECTION FOR INSP- 192330. CREATED AS
REINSPECTION FOR INSP- 191649. NO ACCESS GATE CLOSED. BAD
DOG SIGN.
THERE IS NOT DOG IN THE HOUSE. SIGN CANNOT BE REMOVED.
June 06, 2013
For Inspections please call: (305)762 -4949
Page 38 of 38
.ERwR.DS l3 108h
CONTRACTOR: H H, Cfe. j
SUBMITTAL DATE: 5 ) 6- 20)3
ADDRESS: )51 nip 92.5+
NEE: Bar era Mai- �-�neZ
RESUBMITAL DATES:
PROJECT TYPE:
STRUCTURAL
FIRE
IMPACT FEES
ELECTRICAL
HRSIDERM
PLUMBING
MECHANICAL
NOC
Miami Shores VjIIage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
May 16, 2013
Permit No: DS13 -1086
Buildinq Critique
1. The permit is to cover existing walkway and steps but the survey
shows new patios. Are the patios part of the scope? Are they new
or existing? Mark plan and provide detailed scope.
Norman Bruhn CBO
305 - 762 -4859
Norman Bruhn CBO
305 - 762 -4859
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
Miami Shores Vuiiage
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
May 16, 2013
Permit No: DS13 -1086
Planning Critique
1. Maximum width of sidewalk in side yard setback is 3 feet.
2. The pad next to the westerly side plot line is not permitted.
3. If there is an above ground gas bottle it must be located not less than 10 feet
from the side plot line.
David Daquisto
305 - 762 -4864
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re- submittal drawings.
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Miami Shores Village RECEIVE,
Building Department MAY 1 6 2013
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS:
FBC201a
Permit No.
Master Permit No. d
ROOFING
City: Miami Shores County:
5101 0 — kOzo
Folio/Parcel #:
Miami Dade
Zip: ,'?jt6"D
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder j ):.. �-' t� q � Phone#: '" (`T t
Address: ( 5 l i�V W F 2
City: }A* 511143.r‘ i State: 'FL zip: 33t1)
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: "l
Phone #: 4410 ¼5
Address: a-' l l� 4W 'l
City: State:
Qualifier Name: (J N J N`e/
State Certification or Registration : Certificate of
Contact Phone#: 301 0 'rA/513 Email Address: N P
"3 5t --6.--
Phone#: 1 ', k 435a *I/gyp
petencx #: 031> 00c25-3
1`446t44.,•: Cti'e7`- +plc -�
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ •
Type of Work: °Addition °Alteration
Description of ork: Ve4" '
Ge./lIY
or T4O Pr
Square/Linear Footage of Work:
W °New ORep ' //Repllaac e ODe ()Won TiN .1
400 5
Color thru tile:
**+ x*, x*** *********** ****+s****** ** * **** * *F *** * ****** *** : *+ *+s+ * ** * ****** ******. **** *****
Submittal Fee $ Permit Fee $ ��� a
CCF $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
COICC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
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 FT.RCTRICAL 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 $2500, 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. Also, a certified copy of the recorded notice - commen t must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is is In the bse ce of such posted notice, the
inspection will not be ap roved and a reinspection fee will be charged.
Signature
Owner or Agent Contr.' tor
The foregoing instrument was acknowledged before me this 4 The foregoing instrument was acknowledged before me this (4
day of M ,20 l3 , by `i'‘,11cfAc` tA4ATW€ --day of , 20 �! by -4,4€
4€
who is person ly known to me or who has produced
As identification and who did take an oath.
RY PUBLIC:
0 2: dal , _ _ _ _ (407) 398 -0153
441i J
4
y Co s ssion Expires:
RODRIGO ALVAREZ
MY COMMISSION #EE884004
EXPIRES March 11, 2017
FloridallotaryService.com
** * * * * ** * **** * * *** * *** * *** *'x
APPROVED BY
who is personally known to me or who has produced
as identification and who did take an oath.
RODRIGO ALVAREZ
MY COMMISSION #EE884004
EXPIRES March 14, 2017
(407) 398-0153 FloridallotaryService.com
********** 1*******.***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** * * * * * * * * * * **
J'.J/�! J Plans Examiner J/ Zoning
Structural Review
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
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NOT VALID UNLESS EMBOSSED WITH
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REVISED:
's.
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123.00' R &M.
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ABBREVIATIONS
SWK=SIDEWALK, CBS=CONCRETE BLOCK STRUCTURE, CLF=CHAIN UNK FENCE, PL= PROPERTY LINE, DUE =DRAINAGE UTILITY EASEMENT, IP=IRON
PIPE, F =FOUND, AIC=AIR CONDONER PAD, P /C=PROPERTY CORNER, D/H =DRILLED HOLE, W/F WOODEN FENCE. RES=RESIDENCE, CL-CLEAR,
RB=REBAR, UE=UTILITY EASEMENT, "CONC=CONCRETE SLAB, RIW RIGHT OF WAY, DE =DRAINAGE EASEMENT, C/L=CENTER LINE, O=DIAMETER,
TYP=TYPICAL, M=MEASURED, R =RECORDED, ENCR=ENCROACHMENT, COMP=COMPUTER, ASPH=ASPHALT, N/D=NAIL & DISC, S=SET, F.F.E. =FINISH
FLOOR ELEVATION, O/S=OFFSET, P/P=POWER POLE, OHP=OVERHEAD POWERUNE, WM=WATER METER
WOOD FENCE= ` ELEVATION BASED ON LOC. #
yNRYW =I 1 1 I 1 1 1 I I
CONCRETE= •:•,t..:•,t..t.fi•.•t ,.:••s •.•: •t r :•.t.•:. ".••• • CBM# ELV. TYPE OF SURVEY: BOUNDARY SURVEY
MAINTENANCE & DRAINAGE EASEMENT= M & D.E.
SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT
COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5)
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
INSTRUMENTS, IFANY,AFFECTING THIS PROPERTY
BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE
W
O
P
at
3.60'
2.60'
'101288 ,CHYSL.
2.60'
01
LOCATION SKETCH
SCALE: NTS
(}1
Ni
J
N.W. 1st AVENUE
CERTIFIED TO: RANDALL CULP AND BARBARA MARTINEZ, 151 N.W. 92ND ST., MIAMI SHORES,
FL. 33150., SOBE TITLE COMPANY, ATTORNEYS' TITLE INSURANCE FUND, INC., USAA, FSB.,
ITS SUCCESSORS AND /OR ASSIGNS, ATIMA.
LEGAL DESCRIPTION: LOT 19 AND THE WEST 1/2 OF LOT 20 BLOCK 134
OF MIAMI SHORES SECTION NO. 6 SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 39
OF THE PUBLIC RECORDS MIAMI —DADS COUNTY, FLORIDA
I HEREBY CERTIFY That the survey represented
thereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board of Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments, overlaps, easements
appearing on the plat or visible easements other than
as shown hereon.
ADIS N. NUNEZ
REGISTERED LAND SURVEYOR
STATE OF FLORIDA#5924
SINCE 1987
BL.ANCO SURVEYORS INC.
Engineers • Land Surveyors • Planners • LB # 0007059
555 NORTH SHORE DRIVE
MIAMI BEACH, FL 33141
Email: biancosurveyorsinc@yahoo.com Fax: (305) 865 -7810
(305) 865 -1200
FLOOD ZONE: X
PANEL: 0093
DATE: SCALE:
9/5/06 1" = 20'
SUFFIX J DATE: 7/17/95 BASE: N/A
COMMUNITY# 120652
DWN. BY: JOB No.
F Blanco 06 -1551
123.00' R&M.
3.60'
25.00'
25.00'
N ;4+. 25.00'
28.30' 13.15' o, o
C 17.05' r TILE
2.60'
N
• Z
0 to
123.00' R &M.
L.
ii.
<f -
sw
iT'in'•TO: t
T Q , so
JC.E SSORS
ALCDESCRIPT 1
4,
ABBREVIATIONS; a:
SWK=SIDEWALK, CBS=CONCRETE BLOCK STRUCTURE, C 1AJN LpI► K'FEr CE, PRO'ERTY NE, V' E =D INAG UTIL\' MEN IP=IR
PIPE, F =FOUND, NC=AIR CONDITIONER PAD, P/C=PROP R' , RMER, 1 DRIOD , W/S =WOODEN NCE, RESSIDE CE, CL-C'
RB=REBAR, UE =UTILITY EASEMENT,"CONC =CONCRETE ,R/W+'RIGHT • F WAY, DE RAINAGE EA EMENT, C/L =CENTER LINE, O=DIAMETER,
TYP=TYPICAL, M=MEASURED, R= RECORDED, ENCR =ENC O 'CHMENT, COMP=COMPUTER, ASPHSPHALT, N/D =NAIL & DISC, S =SET, F.F.E. =FINISH
FLOOR ELEVATION, O/S =OFFSET, P/P=POWER POLE, OHP=OVERHEAD POWERLINE, WM =WATER METER
WOOD FENCE=
MASONRY WALL _I , I II ELEVATION BASED ON LOC. #
= — -
CONCRETE= •••r••''•r ^r•'� r •'•s,.:••r :� •r...•r,•:. CBM# ELV.
MAINTENANCE & DRAINAGE EASEMENT= M & D.E. TYPE OF SURYEY:'BOUNDARYSURVEY
SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2) NOT VALID WITHOUT THE SIGNATURE
AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER: 3) THE SURVEY DEPICTED HERE IS NOT
COVERED BY PROFESSIONAL LIABILITY INSURANCE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5)
UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF 1929. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONAL
RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9)
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10) EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED
I HEREBY CERTIFY
thereon meets the mini
adopted by the STAT
Surveyors pursuant
Statutes.
There are no encroaci1
appearing on the plat
as shown hereon.
i
6'X6' CONC. EDGE CURB
OUS BRICK PAYERS
OVER 2' SAND FILL
6' LAYER OF WELL
COMPACTED LIMEROCK
d 1 11=11 i=1 11 — V - ' I ' i r /,2W v iii
I I- -I 1 I1=II - I1 i I II -II -1 I o. :I • :Cop.
• ° '• 71 � %• o • 7:::::".417.4-711 • _ 7 h.. i �I� II I I -IT
•
' =1 I I -1 11 =111 -I 11 =111 =i 11= 111 =11 1 II -11 -I 1 -I 11;
11 -11 1 -III -111 -I 11 -III - 111- 111 -11 I =111 -i 11 -1 I I
-I I i- 111 - 111 -111 -Ill -111 -Ill -111- 111=111- 111 -1'
' 11 111- 111- 111- 111- 111 -11 I- -111-- 111 111 -11'"
ERICK AVER DETAIL
)DUCTS: 4X8 BRICK 2 3/8"
:IFICATIONS
PALLET: 107
K PALLET: 480
K SF: 4.5
ALLATION GUIDE
,etweave
45° Herringbone
*#4 I I A
1 A
S#SA
:RIPTION
4X8 is the traditional pattern, yet the most diverse. This brick
itable for any architecture from a Mediterranean Villa to a
Nest Home. Designed to bring out the beauty of its
)undings the only limit on this pattern is your imagination.
MIX