DS-18-2278Location Address
Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: QS -8-18-2278`
7D Permit Type: Driveways/Sidewalks/Stabs
jt—r Work Classification: New
Permit Status: Approved
Issue Date: 11/01/2018:1 Expiration: 03/06/2019
Parcel Number
40 NE 105 ST, Miami Shores, FL 33138-2031 1121360120060
Contacts
RAUL V GUERRA Owner RAUL V GUERRA Applicant
40 NE 105 ST, miami shores, FL 33138 40 NE 105 ST, miami shores, FL 33138
Other: 3057965337 Other: 3057965337
BLUEWATER CONSTRUCTION & Contractor
MANAGEMENT CORP
RAUL GUERRA
Description: INSTALLATION OF A NEW PAVER DRIVEWAY Valuation: $ 2,500.00
Inspection Requests:
Total Sq Feet: 1,016.00
Fees Amount
CCF 1.80
DBPR Fee 2.25
DCA Fee 2.00
Education Surcharge 0.60
P&Z Review Fee 35.00
Permit Fee 150.00
Plan Review Fee (Engineer) 90.00
Scanning Fee 9.00
Structural Review ($45) 45.00
Technology Fee 2.40
Total: 338.05
Building Department Copy
Payments Date Paid Amt Paid
Total Fees 338.05
Check # 14563 11/01/2018 288.05
Check # 120 08/27/2018 50.00
Amount Due: 0.00
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, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AF T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating truc ' n and zoning. Futhe e, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
November 01, 2018 Page 2 of 2
BUILDING
PERMIT APPLICATION
0 BUILDING ELECTRIC
Miami Shores Village RECEIVED
Building Department AUG 2 O
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 200
Master Permit No. "DU +
o0_
2q'775
Sub Permit No.
ROOFING REVISION EXTENSION RENEWAL
PLUMBING [-]MECHANICAL PUBLIC WORKS
40 NE 105th St
JOB ADDRESS:
CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip:33138
11-2136-012-0060 X
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
Raul V. Guerra
Phone#: (
305) 796 - 5337
40 NE 105th St
Address:
City:
Miami Shores
State:
FL
Zip:
33138
Tenant/Lessee Name: Phone#:
Raul@arrasair.us
Email:
CONTRACTOR: Company Name:
Bluewater Construction & Management Corp Phone#: (
305) 888 - 8184
255 NE 69th St
Address:
Miami FI 33138
City: State: Zip:
Qualifier Name:
Raul V. Guerra
Phone#: (
305) 796 - 5337
CGC1507582
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address:City: State: Zip:
2,500.00
Value of Work for this Permit: $ Square/Linear Footage of Work: I i co')
Type of Work: Addition M Alteration New
Description of Work:
Installation of new paver driveway
epair/Replace Demolition
Specify color of color thru tile: Chicago Brick
Submittal Fee $ Permit Fee $ (S ~ CXZ) CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $
Structural Reviews $
Revised02/24/2014)
Double Fee $
Bond $ 1500 - cr)
TOTAL FEE NOW DUE $ n c5
k
Bonding Company's Name (if applicable)
Bonding Company's Address
City State
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER o GENT NT CTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was ac'knowledged before me this
day of U Vit 20 by
n
day /of V(, o` 20 1 by
t) r() &(V,
J ,
who i ersonally kno to 0.t) la0 2 who is personally kno to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC:
Sign: f (AIV11 U//
Print: Ei a e YY1C 'l
Seal: - - - - -
APPROVED BY
Revised02/24/2014)
HALEY HOLEMAN
MY COMMISSION 8 GG 130194
EXPIRES: Auaust 1.2021
rJ
NOTARY
Sign:_
Print:
Seal: k. / HALEY HOLEMAN
1y COMMIStION k GG 130194
40 EXPIRES:Aukiust 1, 2021
f3f It°
p
Bonded rn Notary Pdk Urdet OWS
Plans Examiner 'yvt Zoning
Structural Review Clerk
Notice to Owner — Workers' Com
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
sation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
Owner
State of Florida
County of Miami -Dade +V1
The foregoing was acknowledge before me this day of [ S , 2015.
ersnkFPoBy4_0 [% who is me or has produced
as identification.
Notary: -A
SEAL: '-
t..: HALEYHOLEMAN
IvSY 6*OMMISSION # GG 130194
EXPIRI:S:August 1,2021
off i Bonded IWu Notary Public U
BWEWATER
CONSTRUCTION i MANAGEMENT CORP
Date: 08/20/18
State of Florida
County of Miami -Dade
Before me this day personally appeared Raul Guerra, who, being duly sworn, deposes and says:
That he will be the only person working on the project located at:
40 NE 105" St,
Miami Shores. FL 33138
Bluewater Construction & Management Corp.
Sworn to (or affirmed) and subscribed before me this
20th day of August, 2018, by Raul Guerra.
Personally known
Or produced identification
Type of identification produced
Hal y HOleman, Nota ublic
State of Florida
HALEY HOLEMAN
MY COMMISSION # GG 131194
Bonded
1. 2021
Bo nded hm NeWy P1iN1cUndwa*n
arrasair
Raul Guerra Mechanical & Air Conditioning Contractors
President I Project Manager CAC1814084 I CAC1817455
o. 305.888.8184 x401 255 NE 69th Street I Unit B I Miami, Florida 33138
f. 305.888.1980 raul@arrasair.us
m. 305.796.5337 arrasair us
r -
Miami Shores Village
Building Department
10050 NE 2nd Ave.
A. Miami Shores, FL 33138
305-795-2204 / Fax 305-756-8972
STRUCTURAL REVIEWS COMMENTS - AS OF 8/28/18 • •
Permit No.: DS18-2278 • • • • • •
Project Address: 40 NE 105TH ST. ......
Pagel of •••••'
1. PROVIDE SITE SPECIFIC UNDERGROUND TANK FLOATATION•' O. L SIS
AND TIE DOWN DESIGN CALC'S USING WORST CASE LOADING IN SIG EV; •
AND SEALED BY A FLORIDA REGISTERED ARCHITECT OR ENGINEER. I
2. STRUCTURAL LOAD CALC'S REQUIRED TO COMPLY WITH FLORIDA
ADMINISTRATIVE CODE SECTION 61G15-23. ORIGINAL SIGNATURE, D TE
AND RAISED SEAL ARE REQUIRED ON BOTH SETS
3. PROVIDE TIE DOWN DETAILS FOR THE PROPOSED UNDERGROUND
TANK
ADDITIONAL COMMENTS MAYBE PENDING AFTER REVIEW OF THE
REQUESTED DOCUMENTS LISTED ABOVE
1 -Please see attached structural calculation binder
2 -Please see attached structural calculation binder
3 -Please see attached sheet S-1
4 . I 'r
t
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Permit No: DS -8-18-2278
Planning Critlaue
The maximum permitted width of a driveway is 20 feet in the swale. The trash
prohibited.
Noted and revised. Please see attached sheet A-1 reflecting
the changes requested.
Travis Kendall
305-762-4864
Plan review is not complete, when all items above are corrected, we will do a
plan review.
If any sheets are voided, remove them from the plans and replace with new r
sheets and include one set of voided sheets in the re -submittal drawings.
is
Miami Shores Village
Building Department,
10050 N.E.2nd Avenue
Miami Shores, Florida 33138 ,c,---.•¢.'
Tel: (305) 795.2204 Mg,
Fax: (305) 756.8972
Permit No: DS -8-18-2278 • • • • • •
PLUMBING — Rafael Hernandez
Provided detail on gas cylinder installation and support
Noted and revised. Please see attached sheet P-2 reflecting
the changes requested.
VC?
Ck e
Atv 7,
Plan review is not complete, when all items above are corrected, we will do a complete
plan review. I!
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. I
4
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Date: 09/05/2018
Permit No: PW -8-18-2279
Public Works Critique
PROVIDE SITE PLAN SHOWING ALL LANDSCAPING IN RIGHT OF WAY.
Noted and revised. Please see attached sheet A-1 reflecting
the changes requested.
Chris Miranda
Assistant Public Works Director
305-795-2210
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Buildiny Review
DATE: 09-07-2018
Permit No. 18-2278
I. Structural and Public Works approval required.
Legend:
P) Pending
A) Approved
Ismael Naranjo. BO
Building Director
Email: bo cnms%-l1.
PROJECT F
CLASSIC LLC.
Structural Engineering
Date:
Project Code:
Project Name:
Description:
Code:
Address:
7318 Texas Trail
Boca Raton, Florida 33487
CA# 29407
www.projectclassic.com
STRUCTURAL CALCULATIONS
Tuesday, September 18, 2018
4218
Guerra Tank
Gas Tank Flotation Design
Florida Building Code 2017
40 NE 105, Street.
Miami, Florida
0 0
0000..
0000
0000.. 0000
0000..
CALCULATION INDEX 0000
2-2 Tank Hold Down •0000• :•••••
3-6 Bomstel Wire Rope Capacity •••••• ••••
Project Classic LLC hereby states that all plan specifications and calculatr••anl 1psented•in
the signed and sealed structural calculation package meet or exceed the Florida oftil fta •; •
Code 2017 and it's referenced standards: 0 0 0 •
ACI 318-14
ASCE 7-10
AWS D1.1-2010
AWS D1.4-2011
AISC MANUAL FOR STEEL CONSTRUCTION 360-10
AP&PA NDS 2015
TMS402-11/ACI 530-13/ ASCES
lop
9 •
qAM ''
jRI1'.
No 724ru
A
i s
M. • 1 •
1-
9 .0 STWE Or -
Tuesday, September 18, 2018
Farid Abuga , . . # 72471
STRUCTURAL REVIEW --
fa rid@projectclassic.com
PH: (954) 667-7803
APPROVED DATE
6 Total, Page # 1
0060V
0000..
0000..
0000.
0000.
0000..
0000..
0000..
Farid Abugattas, FL P.E.
Phone: (954)667-7803 / Fax (561) 665 - 5438
P.E. LICENSE #72471, CA#29407
ROJEC1, M I.I.C.
BURIED TANK HOLD DOWN
DESIGN FOR FLOTATION STABILITY
Parameters
Tank Cable Footing
tankvolume := 600ga180.2083• ft 1
3 tiedownstren 35kip footingwidth 7ft
footinglength = 8ft
tiedownsafe 5
7,:= 62.Spcf ty
footingdepth 16in
5/8" BOMSTEL
WIRE ROPE 'yc := 145pcf
0000..
0000..
tiedown = 2 =00.
60 • 0 0
count••c• 0••••0 0
0000.. 0000 0000..
0000..
0000..
Cable Design • • • • ' 0000..
0000 . 0000.
tankflotationForce :_tankvolume. 7w = 5.013 kip
0000.. 0000 0000.
0000..
tiedown Strength •
tiedownreducedStrength = 7 kip 0 0 0 0 0 0 0 0 0
tiedownsafety '
t flotationForce
tiedownforce _ = 2.5065 kip
tiedowncount
tiedownforce
tiedownStressRatio = 35.8073.%
tiedownreducedStrength
tiedownAdequacy = if(tiedownStressRatio > 1, "FAIL", "PASS") _ "PASS"
Footing Design
footingreducedWeight footingwidth• footinglength' foohngdeptIf 7c' 4 c = 6.496 kip
stabili '
tanktlotationForce =
0.7717
ratio •—
footing reducedWeight
stabilityadequacy ifstabilityratio > 1, "FAIL" , "PASS" = "PASS"
6 Total, Page # 2
7318 Texas Trail, Boca Raton, Florida 33487 www.prolectclassk.com Farid@ProjectClassic.com
167
q861
oMr
N.F. f51tr A E. M. L1llDEAgALE FL 3=4
GENERAL INFORMATION ON WIRE ROPE
THE THREE BASIC COMPONENTS OF A TYPICA WIRE ROPE (FIBER CORE IS SHOWN.)
COMPONENTS: Wire rope consists of three basic
1. Wires
2. Strands, formed by wires, laid helically around core." • •
3. Core, or center." •. •
MATERIAL: Steel grades in wide use today are IPS
steel), sometimes also referred to as XIPS, XIP, ENP
CORE: Its function is to provide proper support for
or center) are commonly used.
1. Fiber Core (F.C.), usually polypropylene,
2. Independent Wire Rope Core (IWRO
3. Wire Strand Core (WSC)
fWRC and WSC are sometimes referred to as
CONSTRUCTION: Expressed in numbers of sti
rope consists of 6 strands, which in turn have 25
6 x 7 Class: Containing 6 tirands that are made up of 3 thi
6 x 19 Class: Containing 6 strands that are made up of 15
wires. 6 x 37 Class: Containing 6 strands that are made i
outside wires. 8 x 19 Class: Containing 6 strands that ai
11 are outside wires.
19 x 7 Class: Containing 19 strands, each of which is made
8 x 19 and 19 x 7 class wire ropes have rotation -resistant pi
The construction listed above are just some of the more
Other common constructions:
7 x 7, 7 x 19: Galvanized cable. Sometimes
t x 7. 1 x 19: Strand
7 x 7 x 7, 7 x 7 x 19: Cable Laid
Many others exist, some for highly specialized
Note that any class denotes the nominal number of
different. For example: 6 x 37 class wire most comrrn
0000
mproved plow steel) or EIPJ (e1V%ipproved'g1gvj • •
ainless steel grades 302/3041 Jt¢ire most comm. on,
0000 • •
0000••
r strands under normal condittoV. *Three typts of core
00.00. •••.
0• •0 ....
nes hemp (H.C.) and sisal. • • • • • • •
wire core or steel center. '
x number of wires. 6 x 25 indicates that the wire
idual wires. Constructions are grouped into classes:
igh 14 wires, of which no more than 9 are outside wires
rough 26 wires, of which no more than 12 are outside
of 27 through 49 wires, of which no more than 18 are
made up of 15 through 26 wires, of which no more than
of 7 wires,
ernes, excluding elevator ropes.
constructions.
to as aircraft cable but not Intended for aircraft use.
only.
in each strand. The actual number of wires may be
sr consist of 36 wires or 31, or 41.
4M H.E. W. AV m
6 Total, Page # 3
t7d WdSO:£0 i_'TW i£ '6% L£9TI7Li S6 £Z0££9SbS6: 'ON Xt13 131SWOd: WOaj
dent
FT 4 0 N.E. Sfh A ELIitDEgDALe' KL 33334
WIRE ROPE
IMPORTANT WARNINGS: failure to follow warnings and instructions can result in serious injury or death.
6 Total, Page # 4
1020 N.E. 511% AVE,
F7', LMERDALE. FL 33,.34
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Rated Capacity
Rated capacity is the load which a new wire rope may handle under given operating conditions and at
assumed design factor. A design factor of 5 is chosen most frequently for wire rope. (Operating loads
not to exceed 20% of catalog Breaking Strength.) Operating loads may have "to be reduced when life,
limb or valuable property are at risk or other than new rope is" used. A design factor of 10 is usuao/ ..;.
chosen when wire rope Is used to carry personnel. (Operating loads not to exceed 30%,09talog '
Breaking Strength.) Responsibility for choosing a design factor rests with the user. • • *00000
Attachments must have at least the same Working Loadediinit as •
the wire rope used. •
000000
Clips, sockets, thimbles, sleeves, hooks. links, shackles, sheaves, blocks, etc. must match size, materiaiand
strength to provide adequate safety protection. Proper installation is crucial for m3x?hVhf 1fficiency"".
and safety. "' •
Keep out from under a raised load. •
Do not operate load over people.Do not ride on load. Conduct all;tgm pperatigrs •
in such a manner that if equipment were to fail or break, no personnel would be • • • • • •
injured. This means KEEP OUT FROM UNDER A RAISED LOAD, DO NOT OPERATE
LOADS OVER PEOPLE AND KEEP OUT OF THE LINE OF FORCE OF ANY LOAD.
Avoid shock loads.
Avoid impacting, jerking or swinging of bad. Working Load Limit will not apply in these circumstances
because a shock load is generally significantly greater than the static bad.
Inspect wire rope regularly.
Two of the most important prerequisites for inspecting wire rope are technical knowledge and experience.
Check the general condition of the wire rope. Also, look for localized damage and wear, especially at
mom wire rope attachments: Inspect all parts that come in contact with the wire rope. Poor performance of
wire rope can often be traced back to worn or wrong -sized sheaves, drums, rollers, etc. Look for kinks.
broken wires, abrasions, lack of lubrication, rust damage, crushing, reduction of diameter, stretch or
7 other obvious damage. If any of these conditions exists or if there is any other apparent damage to the
a z wire rope, retire the wire rope according to the instructions below.
When in doubt about the extent of the damage, retire the wire rope in question immediately.
Without laboratory analysis, it is impossible to determine the strength of damaged or used wire.
Thus, you will not be able to tell whether wire rope with any amount of damage is safe to use.
Retire the wire rope that is damaged. For specific inspection procedures, check various OSHA and ANSI
publications.
Destroy, rather than discard, wire rope to be retired.
Wire rope that is not destroyed might be used again by someone not aware of the hazard associated
with that use. Destroying wire rope is best done by cutting it up into short pieces.
6 Total, Page # 4
1020 N.E. 511% AVE,
F7', LMERDALE. FL 33,.34
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0ISTEL
F-'; ! ppWILe, FL 33:3. 4rlllhs!!ti
L 33=4STAINLESS ROPE
rt,o .. _ .._d'. ;:i_L-'..'.il:"" ,...'..W:. __:.:_Li. ;.ee:.:.'. .. ..... ,...-•-:_"i'>.irr
f' • •
i•. w•••• ::•.:r• •'ate:•
f i•.•"•.. iii• •-: L'•:•'? :.•
4! -[!
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yr!:
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7• _,_-'[
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l ra :'.: tea=t '!t"I ?• `r •i. r:- r r i:b .
i .r '+00 ro:
000000
7/16 BOOM"" p 4 :Pa
28,500 4020
72 IOP
FT D E- • Ky
1.04 49,600
18 1.42 66,S00
85,400
1 its
All
5/16 .18 8,300
7116 .35 15,800
r • .. ._. ':fib` 2 O M
9/16 .59 25,600
5/8 .72 31,400
3/4 1.04 44,400
T.42 19;700
1.85 77.300
Some sizes also available in 6x25 FI, and type 316,6x26.
listed for comparison unly. Actual operating loads may vary, but should never exceed the recommended design
factor or 20,19 of catalog Breaking Strength.
5
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51
ROMSTEL
4WO N.E. 61h AVF-
FT LAMEADALF- FL 333,U
STAINLESS WIRE ROPE CLIPS
TYPE 304 AND 376
1/16
1/8
3/16
114
5/16
318
112
3/4
2
2 06
2 7.5 .19
2 .30
3 65 .65
0 4
4 130 1.5
1/16
000:00 0000
3/16
0000..
45
0000
5/16
681/2 3
2
2 06
2 7.5 .19
2 .30
3 65 .65
0 4
4 130 1.5
1/16 2
3/16 2
45
5/16
681/2 3
314 4
Refers to a Drop Forged pattern.
Ataw. .ever. tAt any wire rq
WANING; Readftoftent
7.5 106
30 30
45
35 68
130 1.5
T* ",age # 6
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r N.E. 105th STREET
75' TOTAL R/W) f — 17' ASPHALT PAVEMENT I
24.0'
LP. 1/2"0
17 5'
FLP. 1/2"0-\
r------
1
ASPH = Asphalt
I
P./)
BM = Bench Mark
OH = Overhang
BLOCK 235.00'(M)(P)
CATV = Catch basin
CORNER
I
CB = Catch basin
y m c S Concrete Block Structure
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DH c sOrRI Hole • • • • ` •
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3oo+°mtFL-°m`aalc
rrrra•
M.`•I- MIhnhole • •
I
I
M a s Monument LineUNdON
I
I
o j M 2 c
0.05'CL
i I
I
I
N/D = Nail & Disc
30' PARKWAY
ASPHALT
o /trr t
N
0
THE NORTH 1/2
OF LOT 6
CONC 2
OS' ro
14.00' b
0 ^ 6' W.
5' WF
NI
1 ONPL-
1
TONE InLE
1
1 tl
ad I
3
io
1
O. U. L.
1
d 1
6' WF
0.10'CL
O
ro
0. 15' CL
CL 4.1
J2
A J
O °
pmol
J`
V30
n
to
O
tt J 105. 00 M P
F.I.P. 1/2"0J i O.U.L. %1.LP. 1/270
o^
I I
I I
I - I
THE SOU TH 1112
O 1oFLOTs
REMAINDER) I
I I
I I
I I
I I
I----------------------------I-------
THIS SURVEY DECLARATION IS MADE ON THE FIELD
DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT
TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SUBSEQUENT OWNERS:"
This property described as:
The North 1/2 of Lot 6,
BEVERLY GLEN,
according to the Plat thereof
LOT 5 as recorded in Plat Book 38, Page 74,
of the Public Records of Miami -Dade County, Florida.
CERTIFIED TO:
Raul Guerra
Bearing, if any, shown based on N/A (reference) N/A
REVISIONS:
FLOOD ZONE I COMM. No.
X 120652
F.I.R.M.DATE I F.I.R.M.INDEX
09/11/09 1 09/11/09
40 N.E. 105th Street, Miami Shores, FL 33138
NOTE:
No platted Easements in this lot.
No visible encroachments in this lot.
PANEL No. SUFFIX: Not valid unlessItbearsthe
0302 L signature and the
original raised seal
BASE ELEV. of Florida licensed
N/A N.G.V.D.
Surveyor and
Maooer.
BOUNDARY SURVEY.
I HEREBY CERTIFY: that this survey meets the
standards of practice as set forth by the
FLORIDA
TtoSectio
FESS AL SURVEYORS
AND MAPPJ lorida Administrative
Code, pu2.027 Florida Statutes.
IVES 08/16/18
P OFESSIOI L SURVEYOR AND
MAPPER No. 4327. State of Florida.
17 5' 1 7 05.00'(M) (P)
A =Arc
d
ASPH = Asphalt
G a
BM = Bench Mark
OH = Overhang
BRG = Bearing
N >. O
CATV = Catch basin
m c
CB = Catch basin
y m c S Concrete Block Structure
N 2
CH=Cho B
L3 N w )
U STEPS PL
1
O
t.2 o -
CONC
750,'
15.40' o CHIAfNEY
oH m u o
o
N 5'x2) OP
D•
ad
39.00'
S
o H H E a `o + 3 DH c sOrRI Hole • • • • ` •
o vi c a f , d• s
N ONE STORY
3.35'
14.85' RESIDENCE
17.44'
o E E H o K • U
r •
F.F• •= FAlh Floor • •
oT c m ° H ++i
L N. U c N
o # 40
F.I.}2• i Foupd Iron Rebjr' •
STEPS 4' .
FPL = florfda Power & Light
Q CONC 54.15'
o /trr t
N
0
THE NORTH 1/2
OF LOT 6
CONC 2
OS' ro
14.00' b
0 ^ 6' W.
5' WF
NI
1 ONPL-
1
TONE InLE
1
1 tl
ad I
3
io
1
O. U. L.
1
d 1
6' WF
0.10'CL
O
ro
0. 15' CL
CL 4.1
J2
A J
O °
pmol
J`
V30
n
to
O
tt J 105. 00 M P
F.I.P. 1/2"0J i O.U.L. %1.LP. 1/270
o^
I I
I I
I - I
THE SOU TH 1112
O 1oFLOTs
REMAINDER) I
I I
I I
I I
I I
I----------------------------I-------
THIS SURVEY DECLARATION IS MADE ON THE FIELD
DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT
TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SUBSEQUENT OWNERS:"
This property described as:
The North 1/2 of Lot 6,
BEVERLY GLEN,
according to the Plat thereof
LOT 5 as recorded in Plat Book 38, Page 74,
of the Public Records of Miami -Dade County, Florida.
CERTIFIED TO:
Raul Guerra
Bearing, if any, shown based on N/A (reference) N/A
REVISIONS:
FLOOD ZONE I COMM. No.
X 120652
F.I.R.M.DATE I F.I.R.M.INDEX
09/11/09 1 09/11/09
40 N.E. 105th Street, Miami Shores, FL 33138
NOTE:
No platted Easements in this lot.
No visible encroachments in this lot.
PANEL No. SUFFIX: Not valid unlessItbearsthe
0302 L signature and the
original raised seal
BASE ELEV. of Florida licensed
N/A N.G.V.D.
Surveyor and
Maooer.
BOUNDARY SURVEY.
I HEREBY CERTIFY: that this survey meets the
standards of practice as set forth by the
FLORIDA
TtoSectio
FESS AL SURVEYORS
AND MAPPJ lorida Administrative
Code, pu2.027 Florida Statutes.
IVES 08/16/18
P OFESSIOI L SURVEYOR AND
MAPPER No. 4327. State of Florida.
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
9789 Sunset Drive, Miami, FL 33173
Ph. 305-385-0385 – 305.220.2424 L.B. No. 6867
fastsurvey@aol.com – aaasurvey@aol.com
Field Date Scale:Drawn by: Drwg. No.
08/15/18 1 "= 30' D.A. 1 18-23746
LEGEND
2 A =Arc
a 2 ASPH = Asphalt
G a
BM = Bench Mark
OH = Overhang
BRG = Bearing
N >. O
CATV = Catch basin
m c
CB = Catch basin
y m c S Concrete Block Structure
E 2 r CH=Cho B
L3 N w ) Chatta=Chattahoochee
m c c Center Line
O
t.2 o - CLF = Chain Link Fence
m CL. =Clear
oH m u o
o
CONC.= Concrete
d a E x
h° a o D•
v
L a' 'c o m ° O w ° —
0De ta
0 +- Dianjeter
S
o H H E a `o + 3 DH c sOrRI Hole • • • • ` •
o vi c a f , d• s DME c • Drainage & Mainter>pnce
aZ °
c H
v ` ? Inddrv-r
r • •
E s ment • rrrrr•
y v ' i5., E. B. = Electric Box
U O
5 ° c o
i
Enc. = Encroachment • • •
o E E H o K • U
r •
F.F• •= FAlh Floor • •
oT c m ° H ++i
L N. U c N
F.HP = Gic: Hydrant • • • •
C d - a c ''• • F.I.}2• i Foupd Iron Rebjr' •
a o $ a - > „?,' • d FPL = florfda Power & Light
uo
F.I.P. = Found Iron Pipe• • • •
m `m m ' E FD. = found •
Z w g a yrZg L.P• = Light Pole r • •
a c ° m E c 1F €
m m ° o x , 8,,2M.F'.
M r• s **inured
Metal Fence • •
t Ua12a ° oe
3oo+°mtFL-°m`aalc
rrrra•
M.`•I- MIhnhole • •
L° 6 o n E _' 6 E 'c M a s Monument LineUNdON
MON. =Monument
o j M 2 c N/
A =
Not Applicable
o Tr ° '9
Z C)
t
N/D = Nail & Disc
4 NTS = Not to Scale
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
9789 Sunset Drive, Miami, FL 33173
Ph. 305-385-0385 – 305.220.2424 L.B. No. 6867
fastsurvey@aol.com – aaasurvey@aol.com
Field Date Scale:Drawn by: Drwg. No.
08/15/18 1 "= 30' D.A. 1 18-23746
0/S = Offset
ti y m O.U.L. = Overhead Utility Lines
3 o OH = Overhang
N >. O P = Plat
m c y PB = Plat Book
o n o m
PC = Point of Curvature
oo P.C.C.= Point of Compound
V r v Curvature
ai a 3 Z o PCP = Permanent Control Point
1 o PG = Page
m ° U `
w' .
3 0 `m
O P.I. = Point of Intersection
Z
n o f P = Property Line
a y n PL = Planter
m z° m n E P.O.B.= Point of Beginning
n0d) P.O.C.= Point of Commencement
M ° oa L > P.P. = Power Pole
o '
d oENoa P.R.M.= Permanent Reference
o v m mLo- m `o Monument
a H o m n P.R.C. = Point of Reverse
0 c s v Curvature
0-
0
PT = Point of Tangency
y c E 5 d R = Radius
H m o, o a i) n R/R = Railroad
0 x 0 a w in° `m E PSM = Professional Surveyor
h a, o o«€ a o Mapper
o o cT ° (,
c O U C
R/W = Right -of -Way
NE o
C y
L °' 1 o 2 E SWK = Sidewalk
L T B E N
C y N Sec. = Section
u
NO
n o ° ° TYP) = Typical
N
H c c o T = Tangent
I m °m E2oyCMco U. E. = Utility Easement
c w
B
E
t
E
W. F. =Wood Fence
ic o o 0 o o E W.M. = Water Meter
u co 0
c c ° q u o W V. = Water Valve
m O O 0, U N
u y
O C U
o c D o o 1Denotes Spot
6jQ c c°i > c° o Elevations Taken
0Z m v a C
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
9789 Sunset Drive, Miami, FL 33173
Ph. 305-385-0385 – 305.220.2424 L.B. No. 6867
fastsurvey@aol.com – aaasurvey@aol.com
Field Date Scale:Drawn by: Drwg. No.
08/15/18 1 "= 30' D.A. 1 18-23746